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Home My WebLink AboutWWP273588 (4)aI . „ r . ».r "`", .tea- trr ; � . jam.. k �A -!S •-� A r• 0 , I google.com File Edit View Favorites Tools Help Favorites 9 Chickweed Lane free onlin... Z Community - CBSSports © Seattle Mariners and MLB n Google Maps Web Images Videos Maps IJews Shopping Gmail more - Goosle maps "0, '1 X 61 renton P- �� Esri Training Oft The Internet Movie Databas... City of Renton Home page Welcome to Weather Under... Ea e - Safety Tools - 30, - - Sign in Search Maps >> �!, Edit ,, Print Q Send (:-R* Link google.com File Edit View Favorites Tools Help Favorites — 9 Chickweed Lane free onlin,.. �V Community - CBSSports © Seattle Mariners and MLB n.., N Esri Training = The Internet Movie Datahas. renton wa - Google Maps Moog a maps renton wa - A q renton wa 'Mi City of Renton Home page A:� Welcome to Weather Under... Page - Safety - Tools - 6 Sign in ! 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'O Esri Training WN The Internet Movie Databas.,, City of Penton Home page Welcome to Weather Under,., http:JfrpO8appO1/UtilitySystemsMapidefault.aspx - Page - Safety - Tools - ' c_rm=nt 214.02Feet 'ctal s ❑� St•eetname ❑� Street Names C- 0 RoadNetwork GR ._V 8 ❑ AddressPoints &# ❑� King County Address Points EI Q FireFlowNodes 66 ❑ Fitting C- ❑ Drinking Water dt 2 Water Group Layer L ❑� 'O.astewater 13 ❑',vastewater Group Layer L� ❑� Stormwater Li ❑ Basins GE ❑ Surfacewater Network Group Q ContourLines Ft ❑ Contours - Two Foot L aterBodies + Fvl aterBodies L [—vl=a-cels + P1 rarcels lL ❑� MrSID 1:6 ❑ 2010 Aerial Photo S ❑ Hillshade iaja rv-� Hillshade C- C- 13a-ar 0 v Pv APOcj L-- Cc e-,N ..,—' of M.H. 277 M.H. 275 STING SEWER a MANHOLES WER 8, MANHOLES TO BE CONSTRUCTED S, 1?5- ZALL 54AIlTAZK F44Z dV 4J",-4VF0 4ZF4*7 AeF To 1"kA 4'14' AS-96111-T' 10-17-6.9 ROYA HORTON L HlLLS DENNIS & ASSOCIATES, INC. FOEMERAL LAYOUT SANITARY' SEWER I SEATTLE. WASHINGTON — ----- I .. ... EmSTING I CONCRETE SEWER (S-O70S) ASPH / BIG ,f 2-6'�fll fr' r / i r / OUTSIDE FACE OF ASPH �� CONC DUMPSTER BARRIER 15' PVC INTERNAL L IN E)OSrNC\173.952 L*pIG LP w/5'4 METAL -- ¢GUARD RAIL / Ci® SSMH SSMH 5321-012 .99- RIM-303.56 24' PVC NE-293.643 IS' CONE S--285.7+2 /yv i / CP Be N NO, REVISION ASPH W11,; a sm ic N 1741+O.e / E 130765214 SDMH ,� .STAND SSMH 5312-011 J" PIPE RIM-29d54 +1'/4PO 24'PN^ NE-262.842 SURROUNDING 24'PVC SW-282.97t / B'PVC SE-285.04t / 1J �aNC / CONCDE FACE OF !GONG WMP$TER BARRIER i `��ip'rPl r r i j BG NOTE: VERY HIGH FLOW AND SPEED IN SSMH INV EL t TOPOGRAPHIC SURVEY PERFORMED BY ROTH HILL BETWEEN 4-28-11 AND 6-5-11. RIGHT OF WAY AND PARCEL INFORMATION OBTAINED FROM GIS, ASSESSOR'S MAP, PLAT, AND OTHER RECORD SOURCES AND IS NOT TO BE CONSIDERED A BOUNDARY SURVEY. CITY OF w ...M� RENTON �a1 Pic nning/Bullring/Pu6Gc Wolin Dept. BY DATE APPR CASCADE INTERCEPTOR EMERGENCY REPAIR AS -BUILT Jut CUES, Inc. C 3600 Rio Vista Ave. Orlando, FL 32805 CUES (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5317W 8 Renton 815 N2nd ST 8.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 02/28/2011 08:50:25 AM 5317006 5317131 6.1 8 Type of Pipe Direction Surface Condition Final Dist(ft) PVC Away-U Paved Asphalt +279.7 IN t Distance Alpha Coded defects 8.0 INSPECTION BEGIN DOWNSTREAM 65.4 CONNECTION FACTORY RIGHT 67.7 CONNECTION FACTORY RIGHT 69.4 CONNECTION FACTORY LEFT 131.2 CONNECTION FACTORY LEFT 140.4 CONNECTION FACTORY LEFT 146.1 CONNECTION FACTORY RIGHT 187.8 CONNECTION FACTORY LEFT 242.1 CONNECTION FACTORY LEFT Pict 1 Pict 2 Video Comments N Lw. 9 EP 9 roots in s/s.? N 279.7 INSPECTION END UPSTREAM 5P 2-pipes in 48" coated precast MH#131 CUES Site Data CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Project Name Site ID City Street Starting Dist. 5317W 7 Renton 815 N2nd ST 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 02/28/2011 08:38:14 AM 5317006 5317160 6.1 8 Type of Pipe Direction Surface Condition Final Dist(ft) PVC Away-U Paved Asphalt +149.6 1R Distance Alpha Coded defects 0.0 Looking down manhole 8.0 INSPECTION BEGIN DOWNSTREAM 106.7 CONNECTION FACTORY RIGHT 124.4 CONNECTION FACTORY LEFT 139.5 CONNECTION FACTORY LEFT 149.6 INSPECTION END UPSTREAM Pict 1 Pict 2 Video Comments V 3-8" Pipes in coated precast mh#006 50 N 5P 1-6" 1-8" pipe in coated precast mh#160 c 6'PVC 4.55 6"PVC 2.60 N; CONNECTION ELE 27.43 CONNECTION E N TEE ELEV_ 26.58 ; TEE ELEV. 26.7 TEE LT 10+88 TEE LT 11+35 , 227 WELLS N 221 WELLS AVE N 1 NEW i SD 2 STA 11+45 NEW 48" CB TYPE 2 `° WITH FRAME AND GRA r7 REMOVE fiND REPLACE 1 EXISTING ALLEJ e5 PAVEMENT 36 C W MH J U 2 RIM 32.77 In IE 27.00 N & S w LAID TO HE V)) 0-24-95 1 5 O w 1 + = CONC. GAR. - - PARKN - (n Z STA 11+59 MET L GUARD z REPLACE EXIST. MH POST¢� WITH NEW 54" 0 MH h 3 U MH A-4 w1 21 24 1- TEE RT 11+05 Q TEE ELEV. 26.68 814 N 2ND ST z 2 CONNECTION ELEV. 27.43 r Q IM 32.58 - - ""- IE 25.68 E/ Ir 7.6 IE27.42S 12' $. BOT 24.2 6'PVC 13.0 SSMH 4' CONNECTION ELEV. 27.26 RIM 73 TEE ELEV. 27.06 IE 2&.63 N/S 8" TEE LT 12+ 8 IE2.63W8' SAWCUT STREET PAVEMENT AND PATCH 125 WELLS AVE N cry e 5 t q 6 ; v Q 129 WELLS VE N 6"P 3.65 3 STA 11+71 6 CON ECTION ELEV. 2B.54 C) NEW CB TYPE 1 TEE V. 27.43 C) -STA 11+91 TEE T 12+88 ., 1 NEW CB TYPE. 1 27.81 N 1 28.06 S 1 6'PVC 3.60 CONNECTION ELEV. TEE ELEV. 27.43 TEE LT 12+98 121 WELLS AVE N 4 6-PVC CONNEI TEE EL TEE LT REMOVE AND R EXISTING ALLEY 4 36 G0' 55 GARAGE NEW 8" SANITARY � �T- 115 WELLS AVE N ` 1Tl WELLS AVE N 3 2 44] 6"P C 40 0 NI ELEV. 27.96 27.64 CON EC ON ELEV. 28.00 TEE ELE 27.89 TEE LT 4+01 0 � J 1 HEDGE P �--f IWER VAULTSCB t� IM 33.73 1 32.03 S 10" 11 32.23 E 6" x 11 32.07 W 6" 3 GRA RIM 32. ° S° ti�1 _ RR TIES 1 HOUSE 20" CEDARS 4' FIR >- o o a SOT 27. J - D C) NEW CONCRETE DRIV NAYS 2 TEE RT 13+03 = 1OMH� 4 m �' o o AND SIDEWALKS RED RED 36 7 TEE ELEV. 27.50 io RIM 33.65 M / SAWCUT EXIST. PA ENT 815 N 21D ST CONNECTION ELEV. 27.96 6'PVC 4.65 IE 27.85 N/S Er n 105 WELLS AVE N 1 STA 14+34 NEW 54" 0 MH 16"PVC 6.00 I ¢> > ;812 N 1ST ST s TEE RT 2+23 ILA" MATCH LINE STA 2+75 SESHEET 5 E = 2 95 f -- BENCH MARK CONNECTION ELEV. 27.97 TEE ELE . 27.05 PLAN 6"PVC 6.67 CONNE ON ELEV. 29.06 SCALE 1" = 20' CHISLED SQUARE AT BACK OF WALK .~m 6'PVC .25 ro AT NE QUADRANT INT. OF N. BROOKSUJI Z N w AND FACTORY 0; .V~ ELEV. 37.04 + r - d J + W : m N AREA OF PROBABLE BURIED POWER, TELE, & CABLE TV CONDUITS , -e' l - A T_ w w INNER, w z J ELEC = VAUL , REFERENCE NOTE: ( RECONNECT EXISTING SEWER SERVICE TO NEW 8" PVC SANITARY SEWER IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLAN N BO 82. DRAWING # BR 35. O5 PROTECT EXISTING GARAGE. PROVIDE SHORING, OR BORE TO PROTECT STRUCTURE FROM SETTLEMENT. .. Uj .. ... ... ..... ... .... ... CL ¢ F- W - � N m .. tnD � 1�0 � ..G:{p ± e7 _ vH In + N N = - �VI(n HWO N III. NNN� fO N.N C4 - mom¢ h ~ O N ¢ n �a �my6 N o _ May to°° 40 40 _ Om 1 M 3 . W:o !¢, by { Cq� fi ..�.. n �N � 1 z z, z p J N z c . a z N ri-In.zv?~ PROPOSED ALLEY GRADE EXISTING GRADE W d M Q7 x }m .*uT_ _m mm r zn rw wV) N¢ 6 ^O N NN U N N ......... .......... .. :.......... .... ... ... .... ... .........: 35 35 <;� ��ool-Q3uoaono g-_oW�o. g)z§ ¢wwmxM In ywww z o W: Lim D wm EXISTING -8" VCP . .. SA. . A . Y E 30 :0.7BR EXISTING 8' VCP 30 NIT R S WER SANITARY SEWER ---- ----- - - -- - -- - - -------------- - - ____ __ --- - --- �- - - ------------' - ------------ ------------------------` -------------- ; ----- - ----- -------- `" NEW 8- PVC SANITARY SEWER NEW 8" PVC SANITARY SEWER 25 25 19.0 LF 0 1 3 27 0.08% 109 1 LF 0 .42R W 12"' STORM DRAIN NEW 12" SD f ~ 21.1 LF O 1.857. :c'j rn F ¢ ~ J J J •i� 20 ob o_ ~ .. .. }�. 3�i C9P1... ............ ....3m 3rn�' .-.. � �+ . ... m. .. +3' } + Gl+ .W W W 3 + N w ++ w W Ch �' N (n N (n y N to N Vf to N to V) ± ~ ¢ W ^ < ui < ` ¢ t E BERG Q ¢ V)- F- G< o 0 0 - of wAsh,� f �ii is V)) ` rn rn m vl .. .. 13 00�. ..... ................. 4 00 .... ..... 15+00 1 + N o� 11+00 12+00 PROFILE 175B4� � SCALE 1" = 20' H fSS1DNAL E� 1" = 5' V cvWa a/u! As-iINLT CERTIFICATION L'A 1 HEREBY CERTIFY THAT THE HORRONTAL AND VERTICAL r LOCAT045 OF THE STORM DRAIN AND SANITARY SEWERS g 2303 y�i' SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER MY DIRECTION. ! Lam $r ewes +nVT7 F.D. RINGEL L.S. 23613 DATE, HAMMOND, COLLIER & WADE - LIVINGSTONE ASSOC.. INC. 4010 STONE WAY N S- 051 3 SEATTU, WA 96103-5090 (2D6) 632-2664 iCf.7. RECOMMENDED FOR APPROVAL PLAN RENEW GATE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CENTRAL RENTON SEWER REPLACEMENT ALLEY BETWEEN WELLS AND WILLIAMS FROM STA 11+00 TO N 1ST ST DEAGNED: REB DATE: 7/20/9S F1U NAME: DRAwN: DPH CHECKED: SCALE: AS SHOWN "0nsoae •� APPROVE➢: I SHEET: 4 OF: 37 Mike's Upstream Downstream Disk Tag Sched Manhole Manhole Pipe Size Pipe Type Run Length Notes Video File(s) 1 29 A 5321-009 5321-008 20" / 18" Concrete 500' Mod-Heav H25 5321W 26 Easement behind royal hills 070810 1.mpg 1 28 A 5321-010 5321-009 20" / 18" Concrete 218' Heavy 1125 5321W 25 Easement behind royal hills 062910 1.mpg 5321W 25 Easement behind royal hills 062910 2.mpg 5321W 25 Easement behind royal hills 062910 3.mpg 5321W 25 Easement behind royal hills 062910 4.mpg 5321W 25 Easement behind royal hills 062910 5.mpg 5321W 25 Easement behind royal hills 062910 6.mpg 2 13 3 34 -M;;;' X 33 1 12 1 11 1 7 2 -6 2 5 2 3 A 5321-011 5321-010 18" A 5321-012 5321-011 18" A 5321-013 5321-012 24" A 5321-014 5321-013 14" A 5321-015 5321-014 18" B 5321-030 _ 5321-029 _ 8" B 5321-031 5321-030_ 8" B 5321-034 _ _ 5321-031 8" X 5321-004 X 5321-005 5321-OOX 5321-004 14" 14" 1 32 X 5321-006 5321-005 14" Concrete 324' Severe H2S / capped tee 43'R / possible capped tee 48'L 5321W 10 Royal Hills Apt 062210 l.mpg �- 5321W 10 Royal Hills Apt 062210 1.mpg Concrete 200' %"Heavy H25 --lockage Removed 5321-012_5321-011101630_11062010.mpg PVC -Replaced 2010 CIP 135' Too Much Flow / H2S at Dwn Strm Part Removed when nxt sect replaced 5321W 9 1608 IndexAV SE 0610101.mpg Concrete 52' Mod-Heav H2S / Roots MH 014 5321W 8 1608 IndexAV SE 0610101.mpg Concrete_ 22' - Mod-Heav H2S / One Circle Crack with Infiltration 5321W 3 YoungsWy@16thST 0609101.mpg Concrete 259' Heavy H2S / 8 Live SS (1 PVC) / 1 Capped Tee 2_YoungsWy@Youngs Ct 0609101.mpg Concrete 330' ______5321W Mod -Heavy H2S / 6 Live SS / 1 Capped Tee 5321W 11319 LK Youngs Way SE 060910 1.mpg CIP/DIP 218' Cement Liner in Bottom of Pipe worn / missing 5321E 3 Power line ease 0713101.mpg CIP/DIP 392' Cement Liner in Bottom of Pipe worn / missing 5321E 2 Power line ease 071310 1.mpg ` CIP/DIP 89' 1 31 X 5321-007 5321-006 14" CIP/DIP 125' 2 _ 22 1 30 X X 5321-008_ 5321-008 5321-007 5321-007 21" 20" Concrete Concrete _500' 495' 2 4 X 5321-OOX Metro 14" CIP/DIP 53' Cement Liner in Bottom of Pipe worn / missing / Minor Crack (liner only?) Light H2S W half Light -Mod H2S / E half Mod -Heavy H2S (no corregtn) last 70' not_Tved Mod-Heav H2S Cement Liner in Bottom of Pipe worn / missing 5321W 30 Easement behind royal hills 0713101.m 5321W 28 Easement behind royal hills 0713101.m 5321W 19 Power Easement 0624101.mpg _ 5321W 27 Easement behind royal hills 0708101.m 5321E 4 Power line ease 0713101. 1 1 1 10 27 26 X X X 5321-016 5321-016 5321-023 5321-015 5321-015 5321-016 24" 24" 24" Concrete Concrete Concrete 148' 146' _- 141' Light H2S ---- --- ------ -- -- -- -- ----- Light -Mod H2S / 1 capped tee / maybe 1 more tee prob capped Mod H2S / maybe 2 capped tees 5321W 71601 IndexAV SE 0610101.mpg 5321W 241508 Harrington ave se 062810 1.mpg 5321W 23 1508 Harrington ave se 062810 1.mpg 1 25 X 5321-024 5321-023 24" Concrete 126' Mod H2S / maybe 1 capped tee 5321W 22 1508 Harrington ave se 062810 2.mpg -1 9 X 5321-028 5321-024 24" Concrete 272' Mod H2S / Infiltration MH 024 5321W 5 YoungsWy@16thST 0609101.mpg 1 2 8 23 X X 5321-029 -_ 5321-055 5321-028_- 5321-0XX _ 24" 24" -_ Concrete Concrete - 54' 199' _ Mod H2S / Infiltration MH 028 Light -Mod H2S / 1 capped tee / maybe up to 3 more tees prob capped 5321W 4 YoungsWy@16thST 0609101.mpg 5321W 201624 index ct 0628101.mpg 2 21 X 5321-055A 5321-055 24" Concrete 86' Light -Mod H2S / 1 capped tee 5321W 18 Index CT SE 0624101.mpg 2 24 X 5321-OXX 5321-029 24" Concrete 305' Light -Mod H2S / 2 capped tee / maybe up to 3 more tees prob capped 5321W 211624 index ct 062810 1.mpg 2 2 17 18 X X 5321-112 5321-113 5321-113 5321-114 --- 24" 24" Concrete Concrete 370' 312' ----- ---- Mod-Heav H2S / 3 capped tees / -- Mod H2S / 3 capped tees / 2 tees didn't turn prob cap / 2 live SS 5321W 141808 Kirkland Av SE 062410 2.mpg 5321W 15 1808 Kirkland Av SE 0624101.mpg 2 19 X 5321-114 5321-115 _ 24" _ Concrete 82' 2 20 X 5321-115 5321-055A 24" Concrete 157' 2 16 X 5321-116 5321-112 24" Concrete 283' 2 15 X 5321-117 5321-116 24" Concrete 324' 2 1 14 1 X 5321-118 5321-117 24" 14" Concrete 108' CIP/DIP Light -Mod H2S / 1 capped tee / 1 tee didn't turn prob capped_ Light -Mod H2S / 1 capped tee 5321W 16 5321W 17 ELEMENTRY 0624101.m ELEMENTRY 0624101.mpg Mod H2S / 3 capped tees / 4th didn't turn prob cap 5321W 13 Tiffany Park 062310 1.mpg Light -Mod H2S / 5 capped tees 5321W 12 Seattle water line 0623101.m Light H2S 5321W 11 Seattle water line 0623101.m First run at 5321-005 to 5321-004 no bypass pumping re-Tved 5321E 1 Power line ease 062310 l.mpg 5321E 1 Power line ease 062310 2.mpg =4 Citv, : Renton Bravo Environmental 6705 NE 1751h St Kenmore, WA 98028 Tel:425-424-9000 e nv o rQ n m en ba . Fax: 425 02 6 E-mail: Inspection Report / Inspection: City Of Renton Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/11/2010 Light Rain Tim 1 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 KC No Pre -Cleaning Street123 3000 SE Royal Hills Dr Use of Sewer Sanitary Upstream MH 5321-013 City Renton Drainage Area Dowstream MH 5321-012 Grid Sheet Flow Control Dir. of Survey Upstream Location Code Length surveyed 61.84 ft Section Length 61.84 ft Purpose of Survey Maintenance Related _ Year Laid 18 inch EMaterial Cleaning Operator Reinforced Concrete Pipe Tape / Media No. d Add. Information 1:165 Position Code Observation Photo Grade 321,-01 0.00 AMH Manhole 1 1A 2.92 S1 DSGV Deposits Settled Gravel, 25 %of cross sectional area, M 4 from 04 to 08 o'clock. , within 8 inches ofjoint: YES. Start 6.45 ISSRB Intruding Sealing Ring Broken, 50 %of cross sectional M 5 area, from 09 to 03 o'clock 6.45 S2 SRPC Surface Reinforcement Projecting Chemical, from 08 to 04 S 5 J o'clock, within 8 inches ofjoint: YES, Start 11i .�i 28.40 TFC Tap Factory Made Capped, at 10 o'clock, 6", within 8 r inches ofjoint: YES 36.66 TFC Tap Factory Made Capped, at 03 o'clock, 6", within 8 , inches ofjoint: YES �3 T _r• 61.84 F2 SRPC Surface Reinforcement Projecting Chemical, from 08 to 04 S 5 o'clock, within 8 inches ofjoint: YES, Finish 61.84 F1 DSGV Deposits Settled Gravel, 25 %of cross sectional area, M 4 J' from 04 to 08 o'clock, , within 8 inches ofjoint: YES, Finish 61.84 MSA Survey Abandoned OSR OMR SPR MPR OPR SPRI MPRI OPRI 5A00 614A 55 53 108 5 4.08 4.5 3000 SE Royal Dr 11 Page: 1 uay : Kenion Bravo Environmental ULM_ _- 6705 NE 175th St 111%Kenmore, WA 98028 0131 Tel: 425-424-9000 Fax: 425-424-9002 environmentalE-mail: Inspection photos / Inspection: City Of Renton City: Street : Date : Pipe Segment Reference : Section No Renton 3000 SE Royal Hills Dr t - ` � }6 fill Photo: 5321-013_5321-012084745_11062010_A.JPG, 00:00:00 OFT, Manhole 3000 SE Royal or // Page: 2 rt" aA t Bravo Environmental 6705 NE 175th St BRAVS-=5 Kenmore, WA 98028 Tel: 425-424-9000 environmental Fax: 425424 9002 E-mail: Inspection Report / Inspection: City Of Renton Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 6111112010 Dry Tim 2 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 KC No Pre -Cleaning Street123 3000 SE Royal Hills Dr Use of Sewer Sanitary Upstream MH 5321-012 City Renton Drainage Area Dowstream MH 5321-011 Grid Sheet - Flow Control Dir. of Survey Downstream Location Code Length surveyed 202.05 ft Section Length 202.05 ft Purpose of Survey Maintenance Related Joint Length Year Laid Dia./Height 18 inch Cleaning Operator Material Reinforced Concrete Pipe Tape / Media No. Lining Method Add. Information 1:306 Position Code Observation AMH Manhole S1 DSGV Deposits Settled Gravel, 40 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start S2 SRPC Surface Reinforcement Projecting Chemical, from 08 to 04 o'clock, within 8 inches ofjoint: YES, Start ISSRB Intruding Sealing Ring Broken, 50 %of cross sectional area, from 09 to 03 o'clock F1 DSGV Deposits Settled Gravel, 40 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish S3 DAE Deposits Attached Encrustation, 5 %of cross sectional area, at 09 o'clock, , within 8 inches of joint: YES, Start S4 DAE Deposits Attached Encrustation, 5 %of cross sectional area, at 03 o'clock, , within 8 inches of joint: YES, Start TFC Tap Factory Made Capped, at 02 o'clock, 6", within 8 inches ofjoint: YES ISSR Intruding Sealing Ring, 5 %of cross sectional area, from 11 to 01 o'clock ISSRH Intruding Sealing Ring Hanging, 5 %of cross sectional area, from 10 to 02 o'clock TFC Tap Factory Made Capped, at 10 o'clock, 6", within 8 inches ofjoint: YES TFC Tap Factory Made Capped, at 02 o'clock, 6", within 8 inches ofjoint: YES Photo Grade M5 2_3A S 5 2_4A M 5 M5 2_6A M 2 M2 M2 M2 3000 SE Royal Dr // Page: 1 Cit— Rentnn _ Bravo Environmental mU1`RAV' lkw 6705 NE 175th St City: Kenmore, WA 98028 Te1:425-424-9000 Fax:425-424-9002 environmental Email Inspection Report / Inspection: City Of Renton. Date : Job number: Weather: Operator : Counter : Section name Dry Tim 2 Present: Vehicle: Camera: Preset: Cleaned : Rate No Pre -Cleaning I 1:306 Position Code Observation Photo Rate SRC Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES 15974 S5 SRCC Surface Reinforcement Corroded Chemical, from 11 to 01 o'clock, within 8 inches of joint: YES, Start 2_14A S 5 F5 SRCC Surface Reinforcement Corroded Chemical, from 11 to 01 S 5 o'clock, within 8 inches of joint: YES, Finish F4 DAE Deposits Attached Encrustation, 5 %of cross sectional M 2 area, at 03 o'clock, , within 8 inches of joint: YES, Finish F3 DAE Deposits Attached Encrustation, 5 %of cross sectional M 2 area, at 09 o'clock, , within 8 inches of joint: YES, Finish F2 SRPC Surface Reinforcement Projecting Chemical, from 08 to 04 S 5 o'clock, within 8 inches of joint: YES. Finish AMH Manhole QSR QMR SPR MPR OPR SPRI MPRI OPRI 5100 642N 240 168 408 5 2.16 3.24 3000 SE Royal Dr 11 Page: 2 Bravo Environmental • e705 NE 1 0St Kenmore, WA 9828 EBMAVTel: 425424-9000 Fax: 425424-9002 environmentalE-mail: Inspection photos / Inspection: City Of Renton City: Street : Date : Pipe Segment Reference-: Section No Renton 3000 SE Royal Hills Dr 2 ii r�t0(1 3000 E Roval. NFlls° D " �5321-012 Daw :strearn G 21-Ot1 ReirfforcEGs C6,,C;'2t.': .P te, 1zs.r 3-ya3 �, % � Y ; ra ri{ :'`N�•t�.� �.F�'�,`�`t��t€wr'�j �.r��'. Photo: 5321-012_5321-011101800_11062010_A.JPG, 00:00:39 2.92FT, Surface Reinforcement Projecting Chemical, from 08 to 04 o'clock, within 8 inches of joint: YES, Start , Rei.'Unn-1 000 5E Royal.-Fli l'1s 532;1`=012 Domes t}- 'ear 5=2t=OTP z� r�t0r Cecl 4onc ztz i'sjre i'8 3fs��, _ E Photo: 5321-012_5321-011101910_11062010 A.JPG, 00:01:35 5.84FT, Intruding Sealing Ring Broken, 50 %of cross sectional area, from 09 to 03 o'clock 3000 SE Royal Dr // Page: 3 L;ny : rKenion Bravo Environmental ELM 6705 NE 175th St .2, Kenmore, WA 98028 6M'3RAVTel:425-424-9000 Fax:425-424-9002 environmentalE-mail: Inspection photos / Inspection: City Of Renton City : Street : Date : Pipe Segment Reference : Section No Renton 3000 SE Royal Hills Dr 2 'f}-!'fir ��.�Re'itonrt3000 5� Rayal HL�Ys t7t ', r�� ti`5321 ,Ot2;,_Ctowns.iream 53?1.011 -. Raul{4F�2� C�n�iete_Pie .i8 16 r E^ t-:r t•k"�r�.J �i � ^}Jsr ��N �Y ?.�� $ ♦ _ fit; ii5 7w its 1�4 t t �. 1.rai� ?Ys - : •! 10- f 7 .yA WIN ; � f{ }i a1 ✓ 3 i ris q+=X . r 3 y iU L at 5 ui J� � `t ` l,�i �'�atC�X •'��""�'-r�.Yar"`�k'�**�� ' t�r„�`"��a's�,S"y ja - 1 � � -i"Y p"' �7t; 4 �a ir`� y-y s axc "5 . yy,ir. r -�.+G='�' .�. w�i r"�.. h �. �- �-. ,'- "A ib" 'rcli'x ' Photo: 5321-012_5321-011104238_11062010_A.JPG, 00:23:11 19.84FT, Deposits Attached Encrustation, 5 %of cross sectional area, at 09 o'clock, , within 8 inches of joint: YES, Start ...-.C.�.rj'-.}z.. `t Rentan 3000 .SE_+. Roya'1 Hi 11 rtirr 532'1 01? Dotinstr eam5321 01 1{3+Penfor ced�Concr et=r p._tA FY ZO f� (6z?�+`c��1' f t W�iM ;i 09,. 1a1t06 201�0, f,�•,� c?'Y�`#.��,Z.a"_4.x'4:ta'r�+' a'w - 'T�._ - - � r-,��,� �_ � r�a'r{zE^ Photo: 5321-012_5321-011105357_11062010_A.JPG, 00:32:34 159.74FT, Surface Reinforcement Corroded Chemical, from 11 to 01 o'clock, within 8 inches of joint: YES, Start 3000 SE Royal or // Page: 4 Citv , Renton Bravo Environmental 6705 NE 175th St Kenmore, WA 98028 BmVOE5Tel: 425-424-9000 Fax:425-424-9002 environmental E-mail: Inspection Report / Inspection: City Of Renton Date P/O. No. Weather Surveyor's Name Pipe Segment Reference Section No. 6/1112010 Dry Tim 3 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 KC No Pre -Cleaning Street123 3000 SE Royal Hills Dr Use of Sewer Sanitary Upstream MH 5321-013 City Renton Drainage Area Dowstream MH 5321-012 Grid Sheet Flow Control Dir. of Survey Downstream Location Code Length surveyed 25.99 ft Section Length 25.99 ft Purpose of Survey Maintenance Related t Length Year Laid ./Height 18 Inch FLOin Cleaning Operator erial Reinforced Concrete Pipe Tape / Media No. ng Method Add. Information 1:75 Position Code Observation Photo Grade nti*.S 321=01 0.00 AMH Manhole E >y f. i4 =i 15.81 ISSRB Intruding Sealing Ring Broken, 45 %of cross sectional M 5 - area, from 09 to 03 o'clock J 23.47. ISSRH Intruding Sealing Ring Hanging, 50 %of cross sectional M 5 area, from 09 to 03 o'clock 23.47 DAR Deposits Attached Ragging, 50 %of cross sectional area, 3_4A M 5 from 03 to 09 o'clock, , within 8 inches of joint: YES 25.99 VISA Survey Abandoned 3_5A QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 6300 0 15 15 0 5 5 3000 SE Royal Dr // Page: 1 uny : Kenton Bravo Environmental 6705 NE 175th St . Kenmore, WA 98028 53RAV1&5Tel: 425-424-9000 Fax:425-424-9002 environmentalE-mail: Inspection photos / Inspection: City Of Renton City : Street : Date : Pipe Segment Reference : Section No Renton 3000 SE Royal Hills Dr 3 Photo: 5321-013_5321-012114551_11062010 A.JPG, 00:01:50 23.47FT, Deposits Attached Ragging, 50 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES Renton 3000 SE Royal.:Hi11's -Dr' 5321-013 Downstream 5321-012 Reinfor ced Concrete Pipe 18 h YJ 1 1 -�U6 2U10 Photo: 5321-013_5321-012121033_11062010_A.JPG, 00:08:48 25.99FT, Survey Abandoned 3000 SE Roval or // Paae: 2 Citv : Renton Bravo Environmental 6705 NE 175th St O-Z5 BmV Kenmore, WA 98028 Tel. 425-424-9000 environments Fax:425-424-9002 E-mail: Inspection Report / Inspection: City Of Renton Date P/O. No. Weather Surveyors Name Pipe Segment Reference Section No. 6/11/2010 Dry Tim 4 Certificate No. Survey Customer System Owner Date Cleaned Pre -Cleaning Sewer Category 04-7919 KC No Pre -Cleaning Street123 3000 SE Royal Hills Dr Use of Sewer Sanitary Upstream MH 5321-014 City Renton Drainage Area Dowstream MH 5321-013 Grid Sheet - Flow Control Dir. of Survey Upstream Location Code Length surveyed 76.45 ft Section Length 76.45 ft Purpose of Survey Maintenance Related ength Year Laid eight 14 inch FLn Cleaning Operator al Ductile Iron Pipe Tape / Media No. Method Add. Information 1:195 Position Code Observation Photo Grade 321-01 AMH Manhole ~ >z i r� 5+ = 19.14 SZC Surface Other Chemical, from 10 to 02 o'clock, within 8 4_2A inches of joint: YES 21.05 SZC Surface Other Chemical, from 10 to 02 o'clock, within 8 4_3A inches of joint: YES qr 21.05 ID Infiltration Dripper, at 12 o'clock. within 8 inches of joint: M 3 ' Y E S ; z > x 76.45 MSA Survey Abandoned QSR QMR SPR MPR OPR SPRI MPRI OPRI 0000 3100 0 3 3 0 3 3, 3000 SE Royal Dr 11 Page: 1 l Ily RCIIIUII Bravo Environmental BRAV&-=5 6705 NE 175tb St Kenmore, WA 98028 Tel. 425424-9000 Fax: 425424-9002 environmental E-mail. Inspection photos / Inspection: City Of Renton City : Street : Date : Pipe Segment Reference : Section No Renton 3000 SE Royal Hills Dr 4 ;� +� #cs'r� 3ii9t1 5 1Ro7a1I Hil€k , 1 x c 2 5 UU3�'Upskr�am 5321- Qi � -� l �=a ,L �it�an'P{ae t 4_k'E i t f a ~> „r-T ' r'�'',44 s9 .�F q� ,tXi r. r ;*i T� -b F1j4 P— ;s .s era- - ' 'r Pi'�f - •T a 02} it 1.:.,06 20,1;0z Photo: 5321-014_5321-013123326_11062010_A.JPG, 00:01:35 19.14FT, Surface Other Chemical, from 10 to 02 o'clock, within 8 inches of joint: YES Ml OUo 5E- RCi a_1 Nsll_g. t - t %Upstr-_r_am 6321O,t4a;- itonPtpe 471 �] +.#yam -ems ��3, {� •' r"s'?}-s,� x `� 06 i201i0`� tX Photo: 5321-014_5321-013123431_11062010_A.JPG, 00:02:26 21.05FT, Surface Other Chemical, from 10 to 02 o'clock, within 8 inches of joint: YES 3000 SE Roval or 11 Paoe: 2 '411 u` Z u `a K ,n �Lj.L sin 1� C"' C \C Q``�T G � 4 I D a 61 a n, Eb 1B X l � ; , . i + 1:2,081 .2 AV R? ®. Sewer Data Side Sewer Connections 0 sewer. SEWER, SewerStructures OWNER, STRUCTURE —TYPE 151 City, Tee 6 City, Junction • City Cleanout 0 City Manhole ■ City Liftstation Private Cleanout Private Manhole O Pnvate Liftstation ❑� sewer. SEWER. SewerMains OWNER, FLOW —TYPE -111- Gty, Dry ,Vo City, Gravity t City, Pressure Private, Gravity 7 Private, Pressure ® Street Names © Other Jurisdictions Sewers + 0 KC Metro Structures +❑ KC Metro Mains +❑ BrynMawr5ewer5tructures +❑ BrynMawrSewerMams +❑ CedarRiverSewerStructures +❑ Cedar RiverSewerMains +❑ CoalCreekSewerStructures +❑ CoalCreekSewerMains + SoosCreekSewerStructures + SoosCreek5ewerMains + ❑ Renton City Limits + 0 Land. LAND. Parcel ❑ Joint Use Boundaries Layer LCA-0003-ADND-LIN 55-JOINT-U5E-HAX _ 5DC From SWSD ❑ Sewer, SEWER, 5ervice_Boundary + 0 2010 Ortho to IV -mot �r �. a. ♦ P � -sue--. .r ��.{� 'vh ". r ; L f � •�i�' KrY �y y��, /� _ ��._---y. - ,��...� __ �S• f.�.�i _ y M _- tit _i - t rP t�. �! .� 1 t � r I 1 o - B jrU td1 - <1 - -� V - - 1 Q xr V `10.05 11,07 Inches 000 JFile Edit View Bookmarks Insert Selection Tools Window Help 44z d d d B IF6[a dta0 O €i5; Layers O ❑+/ 'Sewer Data C Side Sewer Connections R❑ sewer. SEWER. SewerStructures OWNER, STRUCTURE -TYPE F4 City, Tee 8 City, Junction • City Cleanout • City Manhole . City Liftstation Private Cleanout Private Manhole Private Liftstation L sewer. SEWER. SewerMains OWNER, FLOW -TYPE City, Dry ,P, City, Gravity -0- City, Pressure •- Private, Gravity -7- Private, Pressure L ❑r' Street Names L 2 Other Jurisdictions Sewers F± ❑� KC Metro Structures EE 2 KC Metro Mains ±❑ BrynMawrSewerStructures �❑ BrynMawrSewerMains r_+,❑ CedarRiverSewerStructures C+G Cedar RiverSewerMains L ❑� CoalCreekSewerStructures L CoalCreekSewerMains L❑ SoosCreekSewerStructures C ❑� SoosCreekSewerMains [+] ❑ Renton City Limits L 0 Land. LAND. Parcel O ❑ Joint Use Boundaries Layer LCA-0003-ADND-LIN 55-JOINT-USE-HAX _ SDC From SWSD G ❑ Sewer. SEWER. Service -Boundary 0 [+l 2 2010 Ortho . ............. .............. ...... ._.. ........_ ................... __..__ .......... ..,......__... ................. _. ............,........ ; �li ?�Rt Xr -#�' t; a rf., },�.. 1�•.¢ VIn 'ScraF �.--rt rlS�`tc �f.. 4t� ..0 y7,�o M y 'lRE"I;=iX.3; i�i C`J4 '7tf.=i,. `t�yt.J"7Lr•' lf..•4 �..., *+._'Yy �7 �` I i .f{"� 3'L K�-41 'F' —vt 2 i' "y,f�xi '^2 -. r• V } • R._ Away,, ,�-.`3f.� W cZ� 21 "� :, F '�'f .T �`T` ay"r n. r"' w fh �� ii'aR .J�'f �'�' t_ rK" � 4 � t.� �-A�"� C • i � � - { � �`3 N �v��{ �; j3-`'w'^:'r `,rA • t`�")' . "1♦' rip 1 r -'. j� Tcleryfiy�tNit`�z`'4.{'!'Y 4 4 a iv s x R .y'jt ! -N r3\f� i�4-. m, n . 14l �j r�`i -�Siti ♦. '�-\�t�T f sf�� \ \l A y4} VM11- act. "'.++•+ i.. S �, ti ' c Y, .¢';hi•� � '_ '��S,� W i1CrS�b 4„d`L�:�,�•%,'��s V yM''>�i'+fl�'{'. Y*l. 1Du _ -F � � 'i'>�_5_�+. �`f+ i'a•�' j v� j`2'�' •t `+ � Y'�^{�`5 t+� � �tGh ,.�" � r-�F�^,a€z- r 'fit,• `- yic' • ``A " ,q�,�� - a '� "r, d�./ �1r`S4 t; r! ZZ,,,110 ..�5 ,t�� _f. �' .r6+• � �'-h Ty k/ �,nZ` K."r 1��'+'-�.ae��rO•+"' r>c' 3( iSv ��..�`J rz ' do ff 3r j{` ti zt'x 't c� Tv�r;*r` na+y: } •?�t'�;, „Rp�Ry�+• sssi, lc� A + ,'{l\�ry'��Y s -;�vr �q��A4'� G•Rf�� i•?� Y vi +�- . 7 i l 4 kn7•'.,�` it �i `��_i� s�'+�� L y ^Yr /- Yi��- yi•4Y' ��?.�L��r�'>^.i�t �,-� �� ' ll. ;��L�� ,a �4 JI� � �� J�.`��• ��.,,, �,� C- s-.1 t-o.;1 v;'`:r --,c " 'sue i'r �,�..a:�t - Fy3 _ `i. `�ie�� ' `it.,t. �„! y f �.�,.,z; -.� �.�"�,•x.F� x / J�f -� f�';ti �.{'� -t�; �� r.4.��Y r. i y, tlr{Y ��„i` _. _ ; 1 '-R,�'1� � �` Dis la 5ouroe Selection "— ,� P S aD '6 � ri Jj Drawing �'..' i❑ w A D Arial 10 B I U j A w 8, w -low *Q Q r R " D� ° •o 10.05 11.07Inches �Q1y 1614 fcj C 2GL C C 1 4.4 r--7- Cl r ---5 r- t- --f oA L-S s� 5r,',4c-?CO -D AOO S ► Z..c�� ,J Q,..L yes M A SOQ S^ZCr S aQV A /--f.,i A-j cP2u SCr rC�v o- n12�.e► „J WT- Tu '3C W-CH46r--O CLeAJk G,�, N: OF /J J r-I 8 Gil S' ? 1Jf�rG t � 0►2�-v � 't r--. v- P IJcu ?fit L122 C-- 2c.v�t '_ C��g T4.-'3 o r r 1"� � � •Z S ^2^—CT �� GS 1 0 CUES 6 S r 1 Site Data for Project: 5321W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 1 Renton 1319 LK Youngs Way SE 71 06/09/2010 1 12:34:14 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321034 5321031 8.9 U +329.6 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 JF 41 Away-D a Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VCHDID VidlD TaoeCnt Comment 1 0 Looking down manhole 88.66 2-s/s 1- force main 1-8" outfall in 48" precast mh#34 2 8.0 INSPECTION BEGIN UPSTREAM 262.37 looking for signs of deterioration 3 10.9 CONNECTION FACTORY LEFT 302.89 capped off 4 75.9 CONNECTION FACTORY RIGHT 539.12 tee ok 5 144.9 CONNECTION FACTORY RIGHT 683.70 Tee ok 6 197.4 CONNECTION FACTORY LEFT 816.97 tee ok 7 204.3 FLOW 26 - 50% 874.11 lift station on 8 217.8 CONNECTION FACTORY RIGHT 909.30 tee ok 9 278.6 CONNECTION FACTORY RIGHT 1014.64 tee ok 10 282.7 CONNECTION FACTORY LEFT 1041.01 tee ok 11 301.1 CRACK CIRCULAR 1097.64 12 329.6 INSPECTION END DOWNSTREAM 1179.35 3-8" pipes in 48" precast mh#031 channel & benches show signs of deterioration Page 1 of 1 FCUES, Inc. c3600 Rio Vista Ave. Em Orlando, FL 32805 C U E S (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 1 Renton 1319 LK Youngs Way SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/09/2010 12:34:14 PM 5321034 5321031 8.9 8 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +329.6 Distance Alpha Coded defects 0.0 Looking down manhole 8.0 INSPECTION BEGIN UPSTREAM 10.9 CONNECTION FACTORY LEFT 75.9 CONNECTION FACTORY RIGHT 144.9 CONNECTION FACTORY RIGHT 197.4 CONNECTION FACTORY LEFT 204.3 FLOW 26 - 50% 217.8 CONNECTION FACTORY RIGHT 278.6 CONNECTION FACTORY RIGHT 282.7 CONNECTION FACTORY LEFT 301.1 CRACK CIRCULAR 329.6 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 2-s/s 1- force main 1-8" outfall in 48" precast mh#3A Ep looking for signs of deterioration 5P capped off 50 tee ok IV Tee ok 1P tee ok lift station on tee ok rp tee ok tee ok V 3-8" pipes in 48" precast mh#031 channel & benche ff-72 C iU E s Site Data for Project: 5321W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 2 Renton YoungsWy@Youngs Ct 06/09/2010 01:05:04 PM M.H. Start 5321031 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist F 5321030 8.10 1+258.6 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 1 8 F41 Away-D I paved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID Vclinln Vidln Tnnnrnf 1 0 INSPECTION BEGIN UPSTREAM 13.97 2 24.6 CONNECTION FACTORY LEFT 139.63 Tee ok I 3 28.4 CONNECTION FACTORY RIGHT 221.31 Tee ok Z 4 87.4 CONNECTION FACTORY LEFT 382.95 ee ok 3 5 105.3 CONNECTION FACTORY LEFT 434.62 Tee capped off 6 129.5 CONNECTION BREAK-IN LEFT 575.90 Pvcs/s. 7 132.7 lite root@joint 608.63 8 145.8 CONNECTION FACTORY RIGHT 667.05 Tee ok 9 174.2 CONNECTION FACTORY LEFT 734.19 Tee debri in s/s. 10 202.4 CONNECTION FACTORY RIGHT 867.62 Tee ok 11 214.7 CONNECTION FACTORY LEFT 905.02 Tee ok 12 258.6 INSPECTION BEGIN DOWNSTREAM 1039.53 1-s/s. 2-8" pipes in 48" precast mh#030 Deteriorated channel Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W - 2 Renton YoungsWy@Youngs Ct 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/09/2010 01:05:04 PM 5321031 5321030 8.10 8 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +258.6 Distance Alpha Coded defects. 0.0 INSPECTION BEGIN UPSTREAM 24.6 CONNECTION FACTORY LEFT 28.4 CONNECTION FACTORY RIGHT J7' 87.4 CONNECTION FACTORY LEFT 105.3 CONNECTION FACTORY LEFT 129.5 CONNECTION BREAK-IN LEFT 132.7 Iite root@joint 145.8 CONNECTION FACTORY RIGHT 1-202.4 174.2 CONNECTION FACTORY LEFT CONNECTION FACTORY RIGHT 214.7 CONNECTION FACTORY LEFT Pict 1 Pict 2 Video Comments 1P Tee ok ;50 Tee ok 5° Tee ok IV Tee capped off UR . PVC s/s. r: IV Tee ok IV Tee debri in s/s. 50 Tee ok Tee ok 258.6 INSPECTION BEGIN DOWNSTREAM 5P 1-s/s. 2-8" pipes in 48" precast mh#030 Deteriorate I CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 3 Renton YoungsWy@16thST 06/09/2010 01:28:51 PM M.H. Start 5321030 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist F 5321029 8.10 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 8 ® Away-D aved Asphalt Rocky Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID VcIipID VidID TapeCnt 0 INSPECTION BEGIN UPSTREAM 8.45 18.4 CRACK CIRCULAR 100.81 infiltration 22.0 INSPECTION END DOWNSTREAM 223.76 1-8" 2-24" pipes in mh#29 Comment CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 3 Renton YoungsWy@16thST 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/09/2010 01:28:51 PM 5321030 5321029 8.10 8 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +22.0 �1 Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 18.4 CRACK CIRCULAR 22.0 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments N infiltration 5P 1-8" 2-24" pipes in mh#29 007— CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID 4 7F-Renton City Street Date Time F YoungsWy@16thST 11 06/09/2010 02:38:33 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321029 5321028 14.7 i54.2 Type of Pipe F concrete Pipe Size(in) Sec. Igth Direction Surface Condition Operator 24 F 4 1 Away-D ]Paved Asphalt Pocky Comment 1 —1 Observation Data Obs ID Dist ILD Code I Defect ClockPos Sevr Lv Phl ID Ph2 ID VcIiDID VidID TanpCnt r--nf . ........... 0 Looking down manhole 44.88 7.0 INSPECTION BEGIN UPSTREAM 240.36 54.2 INSPECTION END DOWNSTREAM 375.03 infiltration in mh#28 above outfall pipe A t z. • wV` tTM.l t Y4 ..tl R.t ( e V V % j t Project Name Site ID 5321 W 4 Date Time M.H. Start 06/09/2010 02:38:33 PM 5321029 Type of Pipe Direction Concrete Away-D Site Data City Street Renton YoungsWy@16thST M.H. Stop M.H. Depth 5321028 14.7 Surface Condition Paved Asphalt Distance Alpha Coded defects 0.0 Looking down manhole 7.0 INSPECTION BEGIN UPSTREAM INSPECTION END DOWNSTREAM CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Pict 1 Pict 2 Video Comments 0 N Starting Dist. 0.0 Pipe Size(in) 24 Final Dist(ft) 54.2 V infiltration in mh#28 above outfall pipe CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 5 Renton YoungsWy@16thST 11 06/09/2010 11 02:47:37 PM M.H. Start 5321028 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321024 14.8 +271.7 Sec. Igth Direction Surface Condition Operator Concrete 24 F41 Away-D aved Asphalt IFRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 2 55.9 CONNECTION ABANDONED LEFT 10 117.91 3 101.6 CONNECTION ABANDONED RIGHT 02/03 202.07 4 131.8 CONNECTION ABANDONED LEFT 10/11 254.78 5 271.7 INSPECTION END DOWNSTREAM 605.51 -24" 1-8" PIPE IN MH#024 Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 5 Renton YoungsWy@16thST 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/09/2010 02:47:37 PM 5321028 5321024 14.8 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +271.7 Ili Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 55.9 CONNECTION ABANDONED LEFT 101.6 CONNECTION ABANDONED RIGHT 131.8 CONNECTION ABANDONED LEFT 271.7 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 9 2-24" 1-8" PIPE IN MH#024 ==i" CUES, Inc. 3600 Rio Vista.Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 7 Renton 1601 IndexAV SE 11 06/10/2010 09:15:29 AM M.H. Start 5321016 Type of Pipe M.H. Stop M.H. Depth Starting Dist Final Dist 5321015 20.9 +148.2 Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 ® Away-D �aved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phl ID Ph2 ID Vc1ipID VidlD TapeCnt Comment 1 7.0 INSPECTION BEGIN UPSTREAM 144.61 2 80.1 CONNECTION FACTORY LEFT 284.83 capped off 3 94.8 CONNECTION ABANDONED RIGHT 03 341.59 capped off 4 148.2 INSPECTION END DOWNSTREAM 518.12 1-24" 1-18" pipe in mh#015 located back yrd of 1608 Index av se .l' �� t • y ' re 4 i r �- � .,io �'�-•.e 1 e 'i b i L n 1 '�.L 3 �� 4 t L' S l 1 7 ✓ �J; �. 4� f r �'j r;, a.1`�n i j-t i ,t' i 7: },� � r Y •;� { I3. Y f t� � '. "ii 1 y � } y ♦ � t `i —t t� �.iC t 1 h' .�� CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 7 Renton 1601 IndeaAV SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/10/2010 09:15:29 AM 5321016 5321015 20.9 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +148.2 E Distance Alpha Coded defects 7.0 INSPECTION BEGIN UPSTREAM 80.1 CONNECTION FACTORY LEFT 94.8 CONNECTION ABANDONED RIGHT 148.2 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments N 5P capped off capped off 1-24" 1-18" pipe in mh#015 located back yrd of,160 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 8 F-Renton 1608 IndexAV SE —]1 06/10/201071 09:26:41 AM M.H. Start 5321015 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321014 23. 0] Sec. Igth Direction Surface Condition Operator F Concrete 18 F 4 Away-D I Fas-ement IRocky Comment Observation Data Obs ID Dist LD Code I Defect ClocklPos Sevr Lv Phl ID Ph2 ID VcIipID VidlD Tat)eCnt Comment n1p 7.0 INSPECTION BEGIN UPSTREAM 175.95 51.6 roots in rnh section 411.60 51.6 INSPECTION END DOWNSTREAM 461.32 2-18" conc pipes in shallow 48" precast rnh#014 over hillside V RX 0.01- 7 'i'J J Vk 'at .— CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 8 Renton 1608 IndeaAV SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/10/2010 09:26:41 AM 5321015 5321014 23.0 18 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement +51.6 H Distance Alpha Coded defects 7.0 51.6 51.6 INSPECTION BEGIN UPSTREAM roots in mh section INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments a Ep 90 2-18" conc pipes in shallow 48" precast mh#014 ovf CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City 9 Renton Street Date Time 1608 IndexAV SE 06/10/201 09:53:59 A M.H. Start 5321014 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321013 1 1 Sec. Igth Direction Surface Condition Operator Concrete 18 F 4 1 Away-D ]kasement Pocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID VcIip1D VidID TanaCnt rnmmanf . . . ........... 1 0 INSPECTION BEGIN UPSTREAM 13.16 2 135.5 INSPECTION END DOWNSTREAM J, t J J 'N j- 0( CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 9 Renton 1608 IndeaAV SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/10/2010 09:53:59 AM 5321014 5321013 18 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement !Uv Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 135.5 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 0 CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 10 Renton Royal Hills Apt 06/22/2010 02:45:02 PM M.H. Start 5321011 M.H. Stop M.H. Depth Starting Dist Final Dist 5321010 15.3 0 +323.9 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 18 ® Away-D asement IFRocky Comment Observation Data Obs ID Dist LD Code I Defect ClockPos Sevr Lv Phi ID Ph2 ID Vclio[D VidlD TaneCnt CnmmPnt 1 Looking down manhole 150.10 8"pipes 2 -18"pipes in mh#11 mh signs of deterioration rungs also 2 LO INSPECTION BEGIN UPSTREAM 253.38 top of pipe is aggergate 3 joint 435.32 4 .0 hole in pipe 11112 114264.jpg 525.66 5 323.9 INSPECTION END DOWNSTREAM 1379.63 00�1 r- t_ s f.1 trA. Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 10 Renton Royal Hills Apt 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/22/2010 02:45:02 PM 5321011 5321010 15.3 18 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement +323.9 Distance Alpha Coded defects Pict 1 Pict 2 Video Comments 0.0 Looking down manhole E. 2-8" pipes 2 -18" pipes in mh#11 mh signs of det& 7.0 INSPECTION BEGIN UPSTREAM 5P top of pipe is aggergate 34.0 joint 43.0 hole in pipe 323.9 INSPECTION END DOWNSTREAM 0 R �n --mono ;S4. Obs ID Dist LD 1 -0.6 2 7.0 3 107.7 4" CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 11 -IF- Renton Seattle water line 06/23/2010 ] 01:51:56 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321118 F- 5321117 1 18.5 1 F -107.77 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 IF 8 1 Away-D asement Pocky Comment Observation Data Code / Defect ClockPos Sevr Lv Phl ID Ph2 ID VcIipID VidID TapeCnt Looking down manhole 39.37 INSPECTION BEGIN UPSTREAM 226.80 INSPECTION END DOWNSTREAM 426.50 1 of 1 Comment mr1%.-Offill iE Project Name Site ID 5321 W 11 Date Time M.H. Start 06/23/2010 01:51:56 PM 5321118 Type of Pipe Direction Concrete Away-D Site Data City Street Renton Seattle water line M.H. Stop M.H. Depth 5321117 18.5 Surface Condition Easement Distance Alpha Coded defects -.6 7.0 107.7 Looking down manhole INSPECTION BEGIN UPSTREAM INSPECTION END DOWNSTREAM CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Pict 1 Pict 2 Video Comments Starting Dist. 0.0 Pipe Size(in) 24 Final Dist(ft) +107.7 IT 1-8" 2-24 " pipes in mh#118 ;P channel has built in weir line looked ok 2-24" pipes ii I . -�= E-Ma CUES Site Data for Project: 5321 W CUES, Inc: 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site ID City Street Date Time 12 7F Renton Seattle water line 06/23/2010 02:04:26 PM M.H. Start 5321117 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321116 20.0 +324.3 Sec. Igth Direction Surface Condition Operator Concrete 24 ®1 Away-D asement Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VchpID VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 15.98 2 46.5 CONNECTION ABANDONED LEFT 09 /10 204.86 capped off 3 54.2 CONNECTION ABANDONED RIGHT 02/03 252.51 4 183.5 CONNECTION ABANDONED LEFT 09 /10 435.09 capped off 5 191.1 CONNECTION ABANDONED RIGHT 502.74 capped off 6 274.7 CONNECTION ABANDONED RIGHT 03/04 643.38 capped off 7 324.3 INSPECTION END DOWNSTREAM 763.87 -- 2-24" 1-8" inside drop pipe Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 12 Renton Seattle water line 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/23/2010 02:04:26 PM 5321117 5321116 20.0 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement +324.3 ,i Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 46.5 CONNECTION ABANDONED LEFT 54.2 CONNECTION ABANDONED RIGHT 183.5 CONNECTION ABANDONED LEFT 191.1 CONNECTION ABANDONED RIGHT 274.7 CONNECTION ABANDONED RIGHT 324.3 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments . 50 ¢a capped off 50 10 capped off 50 capped off R capped off V 2-24" 1-8" inside drop pipe CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date Time 13 Renton Tiffany Park 06/23/2010 02:21:20 PM M.H. Start 5321116 M.H. Stop M.H. Depth Starting Dist Final Dist 5321112 19.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 1 24 ®1 Away-D asement IFRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VCIipID VidID TapeCnt Comment v 1 0 INSPECTION BEGIN UPSTREAM 10.04 2 16.4 CONNECTION ABANDONED LEFT 08/09 71.39 capped off 3 60.5 joint 135.98 4 69.2 CONNECTION ABANDONED RIGHT 184.88 capped off 5 76.8 CONNECTION ABANDONED LEFT 08/09 236A3 capped off 6 — 282.8 INSPECTION END UPSTREAM 514.13 1-8" inside drop pipe 2-24" pipes in mh#112 V0 t O 14 C. Tu 2 J :V i-a- .J F 4 Lev; cU2 C..Qo&GO CUES, Inc. 3600 Rio Vista Ave. Orfando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street. Starting Dist. 5321W 13 Renton Tiffany Park 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/23/2010 02:21:20 PM 5321116 5321112 19.4 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement +282.8 ti Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 16.4 CONNECTION ABANDONED LEFT 60.5 joint 69.2 CONNECTION ABANDONED RIGHT 76.8 CONNECTION ABANDONED LEFT 282.8 INSPECTION END UPSTREAM Pict 1 Pict 2 Video Comments 0 5P capped off 50 50 capped off 5P capped off 5P 1-8" inside drop pipe 2-24" pipes in mh#112 CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407)849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City Street Date . Time 14 Renton 1808 Kirkland Av SE 06/23/2010 02:32:55 PM M.H. Start 5321112 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321113 25.4 1QO +370.4 Sec. Igth Direction Surface Condition Operator F Concrete 24 F81 Away-D Paved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code I Defect ClockPos Sevr Lv Phi ID Ph2 ID VclipID VidID TapeCnt Comment 1 0 Looking down manhole 10.45 2-8" pipes 2-24" pipes in mh#112 2 7.0 INSPECTION BEGIN UPSTREAM 723.60 3 89.4 CONNECTION ABANDONED RIGHT 03 997.57 capped off 4 226.1 CONNECTION ABANDONED RIGHT 03 1191.49 capped off 5 332.7 CONNECTION ABANDONED RIGHT 1374.40 capped off 6 370.4 INSPECTION END DOWNSTREAM 1573.09 -24" pipes in mh#113 some infiltration Page 1 of 1 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. . 5321W 14 Renton 1808 Kirkland Av SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/23/2010 02:32:55 PM 5321112 5321113 25.4 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +370.4 N Distance Alpha Coded defects Pict 1 Pict 2 Video Comments 0.0 Looking down manhole IV 2-8" pipes 2-24" pipes in mh#112 7.0 INSPECTION BEGIN UPSTREAM 5P 89.4 CONNECTION ABANDONED RIGHT 226.1 CONNECTION ABANDONED RIGHT 332.7 CONNECTION ABANDONED RIGHT 370.4 INSPECTION END DOWNSTREAM capped off 5P capped off capped off 2-24" pipes in mh#113 some infiltration C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 15 Renton 1808 Kirkland Av SE 06/24/2010 10:10:20 AM M.H. Start 5321113 M.H. Stop M.H. Depth Starting Dist Final Dist 5321114 19.8 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 F81 Away-D faved Asphalt IFRocky Comment Obs ID Dist LD Code I Defect Observation Data ClockPos Sevr Lv Ph1 ID Ph2 ID VcIinID VidID TaneCnt rnmmanf (P 1 0 INSPECTION BEGIN UPSTREAM 9.53 2 139.6 CONNECTION FACTORY RIGHT 02/03 250.53 s/s infiltration from top 3 145.4 CONNECTION ABANDONED RIGHT 02/03 300.57 capped off 4 182.9 CONNECTION ABANDONED LEFT 09 392.56 capped off 5 223.6 CONNECTION FACTORY LEFT 09 510.08 6 251.2 CONNECTION ABANDONED LEFT 03 594.46 capped off 7 312.4 INSPECTION END DOWNSTREAM _— - - - - — 755.42 - -- 2-24" pipes 1 inside drop pipe & 1-8" & infiltration from mh sections mh#114 -- ;10 ► 1"Z t Page 1 of 1 'f�fud �or�4 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 15 Renton 1808 Kirkland Av SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/24/2010 10:10:20 AM 5321113 5321114 19.8 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +312.4 Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 139.6 CONNECTION FACTORY RIGHT 145.4 CONNECTION ABANDONED RIGHT 182.9 CONNECTION ABANDONED LEFT 223.6 CONNECTION FACTORY LEFT 251.2 CONNECTION ABANDONED LEFT Pict 1 Pict 2 Video Comments 50 4* s/s infiltration from top capped off capped off capped off 312.4 INSPECTION END DOWNSTREAM 9 2-24" pipes 1inside drop pipe & 1-8" & infiltration fro C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 16 Renton TiffanyPark ELEMENTRY 06/24/2010 10:28:43 AM M.H. Start 5321114 M.H. Stop M.H. Depth Starting Dist Final Dist 5321115 19.2 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 ®1 Away-D aved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 In Ph2 In vd-rnrn vimn T—r r 0 1 0 INSPECTION BEGIN UPSTREAM 9.09 2 73.4 CONNECTION ABANDONED LEFT 09 289.65 capped off 3 82.3 INSPECTION END DOWNSTREAM 421.95 2-24" pipes in mh#115 buried mh roots hanging in mh =X,V • . �c-�. I P Page 1 of 1 0SvJ C-k"pC4 �...a • i� i�Y Site Data CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Project Name Site ID City Street Starting Dist. 5321W 16 Renton TiffanyPark ELEMENTRY 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/24/2010 10:28:43 AM 5321114 5321115 19.2 24 Type of Pipe Direction . Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +82.3 vg- Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 73.4 CONNECTION ABANDONED LEFT 32.3 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments V capped off 2-24" pipes in mh#115 buried mh roots hanging in rr CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 17 Renton TiffanyPark ELEMENTRY 06/2412010 10:39:31 AM M.H. Start 5321115 M.H. Stop M.H. Depth Starting Dist Final Dist 5321055A 20.1 �0 +157.4 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator F-Concrete 24 ® Away D asement Rocky Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Saw Lv Phi ID Ph2 ID VcIipID VidID TapeCnt Comment 1 0 INSPECTION BEGIN UPSTREAM 7.11 2 79.5 CONNECTION ABANDONED LEFT 09 179.58 capped off 3 157.4 unmapped mh 457.28 5321055A 4 157.4 MANHOLE BURIED 465.89 1507.82 5 157.4 INSPECTION END DOWNSTREAM ter._ 2-24" pipes in unmapped mh#055A Project Name Site ID 5321 W 17 Date Time M.H. Start 06/24/2010 10:39:31 AM 5321115 Type of Pipe Direction Concrete Away-D CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data City Street Renton TiffanyPark ELEMENTRY M.H. Stop M.H. Depth 5321055A 20.1 Surface Condition Easement Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM 79.5 CONNECTION ABANDONED LEFT 157.4 unmapped mh 157.4 MANHOLE BURIED 157.4 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 0 ;IV capped off Starting Dist. 0.0 Pipe Size(in) 24 Final Dist(ft) +157.4 1P 5321055A Ip 2-24" pipes in unmapped mh#055A IM 1E- oqmm 4* CUES Site Data for Project: 5321W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City Street Date Time 18 Renton Index CT SE 11 06/24/2010 11 10:49:07 AM M.H. Start 5321055A Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321055 = 112.0 +86.2 Sec. Igth Direction Surface Condition Operator Concrete 24 ®1 Away-D asement Rocky Comment Obs ID Dist LID Code / Defect Observation Data ClockPos Sevr Lv Ph1 ID Ph2 ID VCIipID VidID TapeCnt Comment 0�x 1 0 INSPECTION BEGIN UPSTREAM 12.31 2 67.4 CONNECTION ABANDONED LEFT 09 /10 176.09 capped off 3 86.2 INSPECTION END DOWNSTREAM 314.16 1-8" 2-24" pipes in mh#055 @ Index CT ( I CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 18 Renton Index CT SE 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/24/2010 10:49:07 AM 5321055A 5321055 12.0 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Easement +86.2 w4v-4-", Distance Alpha Coded defects 0.0 INSPECTION BEGIN UPSTREAM CONNECTION ABANDONED LEFT INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 0 IV capped off V 1-8" 2-24" pipes in mh#055 @ Index CT CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 19 Renton Power Easement 06/24/2010 02:45:28 PM M.H. Start 5321008 Type of Pipe Pipe Size(in) M.H. Stop M.H. Depth Starting Dist Final Dist 5321007 7.4 QO Q Sec. Igth Direction Surface Condition Operator Concrete 20 ® Away-D �asement Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phl ID Ph2 ID VcIipID VidlD TapeCnt Comment 1 0 Looking down manhole 26.63 1-8" 2-20" pipes in mh#008 2 7.0 INSPECTION BEGIN UPSTREAM 42.98 3 429.2 material in line 701.45 -11111101 IIIIIIWI CUES Project Name Site ID 5321 W 19 Date Time M.H. Start 06/24/2010 02:45:28 PM 5321008 Type of Pipe Direction Concrete Away-D Site Data City Street Renton Power Easement M.H. Stop M.H. Depth 5321007 7.4 Surface Condition Easement Distance Alpha Coded defects 0.0 7.0 429.2 Looking down manhole INSPECTION BEGIN UPSTREAM material in line CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Pict 1 Pict 2 Video Comments Starting Dist. 0.0 Pipe Size(in) 20 Final Dist(ft) 5P 1-8" 2-20" pipes in mh#008 50 IN NE;CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 20 Renton 1624 index ct 06/28/2010 12:21:02 PM M.H. Start 5321055 M.H. Stop M.H. Depth Starting Dist Final Dist unmapped 11.4 0 +199.0 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 ® Away D aved Asphalt IF Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phi ID Ph2 1n vrlinln vid1n ra.,ar..,+ 9) 1 0 Looking down manhole 4.44 4-pipes in 48" coated precast mh#5321055 2 7.0 INSPECTION BEGIN UPSTREAM 9.62 3 56.2 CONNECTION ABANDONED RIGHT 01/02 124.15 4 199.0 INSPECTION END DOWNSTREAM 396.82 3-pipes in 48" coated precast mh#unmapped �y� 53ProSCO lv $G S:J$ liral�T C -D•O rj TES �s 1. � r- T O ob v 3 T% 2J l 1 fax** ,�c i" O �'J PPOL�n St1 Q b TJ ii I.C�C b o JSJ;J OJ — ►.So , C P 1•-I-%d I,. -I oc- - c,c Pee C. S „ is° Z 4 .1 .1,0 ,sins- Pczva a3ao, ,a2o 6 AQ0.10- CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 20 Renton 1624 index ct 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/28/2010 12:21:02 PM 5321055 unmapped 11.4 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +199.0 Distance Alpha Coded defects Pict 1 Pict 2 Video Comments 0.0 Looking down manhole V 4-pipes in 48" coated precast mh#5321055 7.0 INSPECTION BEGIN UPSTREAM V 56.2 CONNECTION ABANDONED RIGHT 50 199.0 INSPECTION END DOWNSTREAM T 3-pipes in 48" coated precast mh#unmapped CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 21 Renton 1624 index ct 06/28/2010 12:42:38 PM M.H. Start unmapped F M.H. Stop M.H. Depth Starting Dist Final Dist 5321029 1+305.3 Type of Pipe Pipe Size(in) Sec. Igth Direction Surface Condition Operator Concrete 24 ® Away-D raved -Asp halt IFRocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID vniinln vi.iin Tnnn(rnr 1 0 INSPECTION BEGIN UPSTREAM 4.11 pi pes in 48' coated precast mh#unmapped 2 62.5 CONNECTION ABANDONED LEFT 09 /10 68.89 3 236.6 CONNECTION ABANDONED RIGHT 319.05 4 305.3 INSPECTION END DOWNSTREAM 420.01 pipes in 48" coated precast mh#5321029 crud C^ei-C n - 1y w�R,a+14 ,e�•s-a�� cQ a�arJs P2L3 _ApPa0 I r i '4': CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 21 Renton 1624 index ct 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/28/2010 12:42:38 PM unmapped 5321029 24 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +305.3 Distance Alpha Coded defects �— 0.0 INSPECTION BEGIN UPSTREAM 62.5 CONNECTION ABANDONED LEFT 236.6 CONNECTION ABANDONED RIGHT 305.3 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 3pipes in 48" coated precast mh#unmapped B4 0 r. 3-pipes in 48" coated precast mh#5321029 C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City 22 Renton Street Date Time 1508 Harrington ave se 06/28/2010 01:33:14 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321024 5321023 20.0 +126.1 Type of Pipe Pipe Size(in) Concrete 24 Sec. Igth Direction Surface Condition Operator ®1 Away-D aved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect M—I'D— e-... i - nw, In — In G) 1 0 Looking down manhole - - - - ..1 3.19 .. .. -VY .... %,ommeni -pipes in 48' coated precast mh#5321024 2 7.0 INSPECTION BEGIN UPSTREAM 3 126.1 INSPECTION END DOWNSTREAM 443.03 -pipes in 48" coated precast mh#5321023 Project Name Site ID 5321 W 22 Date Time M.H. Start 06/28/2010 01:33:14 PM 5321024 Type of Pipe Direction Concrete Away-D Site Data City Street Renton 1508 Harrington ave se M.H. Stop M.H. Depth 5321023 20.0 Surface Condition Paved Asphalt CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Distance Alpha Coded defects Pict 1 Pict 2 Video Comments Starting Dist. 0.0 Pipe Size(in) 24 Final Dist(ft) +126.1 0.0 Looking down manhole 2-pipes in 48" coated precast mh#5321024 7.0 INSPECTION BEGIN UPSTREAM 126.1 INSPECTION END DOWNSTREAM 50 2-pipes in 48" coated precast mh#5321023 C CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 23 Renton 1508 Harrington ave se 06/28/2010 j 01:54:34 PM M.H. Start 5321023 F M.H. Stop M.H. Depth Starting Dist Final Dist 5321016� Type of Pipe Pipe Size(in) Sec. lgth Direction Surface Condition Operator Concrete 24 ® Away-D aved Asphalt IFRocky Comment Observation Data Obs ID Dist LID Code / Defect C1nckPnc Revr 1 v Phi in Ph9 in v,n.in gain T-n-f' + 1 0 INSPECTION BEGIN UPSTREAM 3.40 -pipes in 48" coated precast mh#5321023 2 141.1 INSPECTION END DOWNSTREAM 209.09 4 pipes in 48" coated precast mh45321016 Wvt 56.�.J � � TE1C2C tf'r2-� C.Aj° P Z 0 o 64,; rc .5.40C 6C-J�='z c.020S %_1A,.2b0Z) z8o b . ZE .c C-.4— Project Name Site ID 5321 W 23 Date Time M.H. Start 06/28/2010 01:54:34 PM 5321023 Type of Pipe Direction Concrete Away-D Site Data City Street Renton 1508 Harrington ave se M.H. Stop M.H. Depth 5321016 Surface Condition Paved Asphalt CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Distance Alpha Coded defects Pict 1 Pict 2 Video Comments Starting Dist. 0.0 Pipe Size(in) 24 Final Dist(ft) +141.1 0.0 INSPECTION BEGIN UPSTREAM 9P 2-pipes in 48" coated precast mh#5321023 141.1 INSPECTION END DOWNSTREAM 5P 4-pipes in 48" coated precast mh#5321016 CUES CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City Street Date Time 24 Renton 1508 Harrington ave se 06/28/2010 01:59:22 PM M.H. Start 5321016 M.H. Stop M.H. Depth Starting Dist Final Dist 5321015 1 Type of Pipe Pipe Size(in) Sec. Igtli Direction Surface Condition Operator Concrete 11 24 ® Away-D —]aved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code 1 Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIiDID VidID TaoeCnt Comment a) 1 0 INSPECTION BEGIN UPSTREAM 4.02 4-pipes in 48" coated precast mh45321016 2 77.0 CONNECTION ABANDONED LEFT 118.31 3 145.8 INSPECTION END DOWNSTREAM 219.27 2-pipes in 48" coated precast mh#5321015 4 i..�.aS 6 w�...) 5�.,+i3 �2�ce•aT Rr N13Ci r "id� .�'r2u.S �ay.�._r.• ••- r-.��c�s Z.;7 Project Name Site ID 5321 W 24 Date Time M.H. Start 06/28/2010 01:59:22 PM 5321016 Type of Pipe Direction Concrete Away-D Site Data City Street Renton 1508 Harrington ave se M.H. Stop M.H. Depth 5321015 Surface Condition Paved Asphalt Distance Alpha Coded defects 0.0 77.0 145.8 INSPECTION BEGIN UPSTREAM CONNECTION ABANDONED LEFT INSPECTION END DOWNSTREAM CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Pict 1 Pict 2 Video Comments Starting Dist. Pipe Size(in) 24 Final Dist(ft) +145.8 5P 4-pipes in 48" coated precast mh#5321016 0 ;IV 2-pipes in 48" coated precast mh#5321015 I CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City 25 :]F Renton Street Date Time Easement behind royal. Rills 06/29/2010 09:05:16AM ]1 M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321010 F- 5321009 F9.0 +217.5 Type of Pipe Pipe Size(in) Concrete 20 Sec. Igth Direction Surface Condition Operator F 8 1 Away-D ]Paved Asphalt IRocky Comment Observation Data Obs ID Dist ILD Code I Defect ClorkPnn Riwr I It Phi in ph,2 in II'li In II;Ain 'r- -^ 1 0 Looking down manhole 28.41 . ........... 3-pipes in 48" coated precast mh#5321010 2 8.5 INSPECTION BEGIN UPSTREAM 3-pipes in 48" coated precast mh#5321010 3 217.5 INSPECTION END DOWNSTREAM 6993.40 2-pipes in 48" coated precast mh#5321009 j e S lw.�' -A4 V, % CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 25 Renton Easement behind royal hills 0.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 06/29/2010 09:05:16 AM 5321010 5321009 9.0 20 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-D Paved Asphalt +217.5 El Distance Alpha Coded defects 0.0 8.5 217.5 Looking down manhole INSPECTION BEGIN UPSTREAM INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments R 3-pipes in 48" coated precast mh#5321010 3-pipes in 48" coated precast mh#5321010 .V 2-pipes in 48" coated precast mh#5321009 0 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321 W Site ID City 26 Renton Street Date Time Easement behind royal hills 07/08/2010 12:42:29 PM M.H. Start M.H. Stop M.H. Depth Starting Dist Final Dist 5321008 5321009 7.0 7.0 +494.8 Type of Pipe Pipe Size(in) Concrete 20 Sec. Igth Direction Surface Condition Operator 8 Away-U]Paved Asphalt IFRocky Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID VelinID vidin TanaCnt 1 7.0 INSPECTION BEGIN DOWNSTREAM 17.85 Yr� 3-pipes in 48" coated precast mh#5321008 2 . 494.8 INSPECTION END UPSTREAM 658.89 not in manhole due to plug so that we can bypass CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data Project Name Site ID City Street Starting Dist. 5321W 26 Renton Easement behind royal hills 7.0 Date Time M.H. Start M.H. Stop M.H. Depth Pipe Size(in) 07/08/2010 12:42:29 PM 5321008 5321009 7.0 20 Type of Pipe Direction Surface Condition Final Dist(ft) Concrete Away-U Paved Asphalt +494.8 - ng Distance Alpha Coded defects 7.0 494.8 Pict 1 Pict 2 Video Comments INSPECTION BEGIN DOWNSTREAM % 3-pipes in 48" coated precast mh#5321008 INSPECTION END UPSTREAM V not in manhole due to plug so that we can bypass 01 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City 1 27 Renton Street Date Time Easement behind royal hills 07/08/201 01:07:57- PM M.H. Start 5321008 F_ M.H. Stop M.H. Depth Starting Dist Final Dist 5321007 7.0 Type of Pipe Pipe Size(in) F CqncreTe]J 20 Sec. Igth Direction Surface Condition Operator Away-D avetl.Asphalt Rocky Comment Observation Data Obs ID Dist LID Code / Defect ClockPos Sevr Lv Phi ID Ph2 ID VcIipID VidID TapeCnt Comment 1 7.0 INSPECTION BEGIN UPSTREAM -DOWNSTREAM -_ 1365 -pipes in 48' coated -precastmm532100, 2 495.3 INSPECTION END 645.10 2-pipes in mated -precastmh45321 00 T1 Project Name Site ID 5321 W 27 Date Time M.H. Start 07/08/2010 01:07:57 PM 5321008 Type of Pipe Direction Concrete Away-D CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data City Street Renton Easement behind royal hills M.H. Stop M.H. Depth 5321007 7.0 Surface Condition Paved Asphalt Distance Alpha Coded defects 7.0 495.3 Pict 1 Pict 2 Video Comments Starting Dist. 7.0 Pipe Size(in) 20 Final Dist(ft) +495.3 INSPECTION BEGIN UPSTREAM 50 3-pipes in 48" coated precast mh#5321008 INSPECTION END DOWNSTREAM 5P 2-pipes in 48" coated precast mh#5321007 CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data for Project: 5321W Site ID City . Street Date time 28 7F— Renton Easement behind royal hills 07/13/2010 ]1 12:09:00 PM7 M.H. Start 5321006 M.H. Stop M.H. Depth Starting Dist Final Dist 5321007 13.0 Typt.2L �Je Pipe Size(in) Sec. Igth Direction Surface Condition Operator oncr'ete IL 14 7[— 8 1 Away-U iFa—yedAsphalt Rocky Comment F Obs ID Dist LD Code / Defect Observation Data ClockPos Sevr Lv Phl ID Ph2 ID VcIipID VidID TapeCnt Comment 1 70 INSPECTION BEGIN DOWNSTREAM 5.02 2 125.4 INSPECTION END UPSTREAM 265.41 just short of manhole because of plug w...... ... /. �a P Project Name Site ID 5321 W 28 Date Time M.H. Start 07/13/2010 12:09:00 PM 5321006 Type of Pipe Direction Concrete Away-U �xa CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data City Street Starting Dist. Renton Easement behind royal hills 7.0 M.H. Stop M.H. Depth Pipe Size(in) 5321007 13.0 14 Surface Condition Final Dist(ft) Paved Asphalt +125.4 Distance Alpha Coded defects 7.0 INSPECTION BEGIN DOWNSTREAM Pict 1 Pict 2 Video Comments V 125.4 INSPECTION END UPSTREAM ;go just short of manhole because of plug L.- Site Data for Proiect: 5321W CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site ID City 30 Renton Street Date Time -� Easement behind royal hills 07/13/2010 12:26:31 PM M.H. Start 5321006 F M.H. Stop M.H. Depth Starting Dist Final Dist 5321005 13. 1 ==; 7 •4 Type of Pipe Pipe Size(in) DIP 14 Sec. Igth Direction Surface Condition Operator ® Away-U aved Asphalt Rocky Comment Observation Data Obs ID Dist LD Code / Defect ClockPos Sevr Lv Ph1 ID Ph2 ID VcIipID VidID TapeCnt 1 7.0 INSPECTION BEGIN UPSTREAM 3.72 2 19.7 crack upper right 81.70 3 89.7 INSPECTION END DOWNSTREAM o�n co :i n t fn F '� � r r,q'3 rH 1 �f•.' - r J� 48°coated precast Comment Lo Project Name Site ID 5321 W 30 Date Time M.H. Start 07/13/2010 12:26:31 PM 5321006 Type of Pipe Direction DIP Away-U CUES, Inc. 3600 Rio Vista Ave. Orlando, FL 32805 (407) 849-0190 Fax (407) 425-1569 Site Data City Street Renton Easement behind royal hills M.H. Stop M.H. Depth 5321005 13. Surface Condition Paved Asphalt Distance Alpha Coded defects 7.0 INSPECTION BEGIN UPSTREAM 19.7 crack upper right 807 INSPECTION END DOWNSTREAM Pict 1 Pict 2 Video Comments 5P 5P Starting Dist. 7.0 Pipe Size(in) 14 Final Dist(ft) IV 2-pipes in 48" coated precast mh#5321005 Sanitary Sewer Manhole Rehabilitation: Sched Manhole Approx Depth Diameter Date Rehabed Depth Per Contractor Diameter Per Contractor Bid Item Change Order (Diameter) A 5321-009 10.60 ft 48" 02/29/2012 9.167 60" A07 Yes A 5321-010 9.00 ft 48" 02/28/2012 8.333 48" A07 No A 5321-011 15.25 ft 48" 02/28/2012 16 60" A08 Yes A 5321-012 17.83 ft 48" 03/28/2012 14 48" A08 No A 5321-014 7.00 ft 48" 03/27/2012 6.25 48" A07 No A 5321-015 23.00 ft 48" 03/27/2012 20.5 72" A09 Yes B 5321-029 14.53 ft 48" 03/27/2012 14 60" B08 Yes B 5321-030 8.83 ft 48" 03/28/2012 12.5 48" B08 No B 5321-031 8.83 ft 48" 03/06/2012 7.917 48" B07 No B 5321-034 8.75 ft 48" 03/07/2012 8.5 48" B07 No CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: For Agenda of: February 14, 2011 Dept/Div/Board.. Public Works/Utility Systems Agenda Status Staff Contact...... Mike Benoit, x7206 Consent .............. X Public Hearing.. Subject: Addendum to Agreement between Renton and Correspondence.. Soos Creek Water and Sewer District Relating to Ordinance ............. Maintenance and Operation of the Cascade Resolution...........i Interceptor Old Business........ New Business...... NA E NITIAUDATE Exhibits: Issue Paper Study Sessions..... Addendum to Agreement Information......... f 2 Resolution -- --- 24 Recommended Action: Refer to Utilities Committee Approvals: `"EIJ Legal Dept......... Ci..17 Finance Dept...... X Other ............... Fiscal Impact: Expenditure Required... $40,000 Transfer/Amendment....... Amount Budgeted....... $125,000 Revenue Generated..... $160,000 Total Project Budget $200,000 City Share Total Project.. 20% SUMMARY OF ACTION: The City of Renton and Soos Creek Water and Sewer District (operating as Cascade Sewer District) entered into an agreement dated March 27, 1964, pertaining to the construction, operation and maintenance of a sanitary sewer interceptor known as the Cascade Interceptor. Under the terms of the 1964 agreement, maintenance and repair costs related to this interceptor are to be proportional based upon the ratio of users served by Renton and the District. At this time, the agreed upon proportional flows utilizing the Cascade Interceptor are 20% from Renton customers and 80% from District customers. The Cascade Interceptor is a 46-year old concrete line. It has high flows and is also subject to hydrogen -sulfide corrosion. There are portions of the interceptor that are in immediate need of rehabilitation. We are currently planning to rehabilitate those sections by utilizing "no dig" technology to line the sewers and refurbish the manholes. Renton and the District agree that the City would design, bid, and manage the project. At the conclusion of the project, Renton would invoice the District for 80% of the actual costs. Total cost for the rehabilitation is estimated to be approximately $200,000. Renton would be responsible for $40,000 and the District would be responsible for $160,000. Funding for this project is included in the Wastewater Utility's approved 2011 CIP budget (#426.465498). STAFF RECOMMENDATION: Approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Agenda Bill Soos Creek Cascade Agreement 2011.doc\MABtp PUBLIC WORKS DEPARTMENT p M'�'°f�O� DATE: TO: VIA: FROM: STAFF CONTACT SUBJECT: M E M O R A N D U M January 25, 2011 Terri Briere, Council President Members of Renton City Council Denis Law, Mayor Gregg Zimmerman, Administrator Mike Benoit, Wastewater Utility, x72 Addendum to Agreement between Renton and Soos Creek Water and Sewer District Relating to Maintenance and Operation of the Cascade Interceptor ISSUE: Should Council approve and authorize the Mayor and City Clerk to execute an addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to necessary maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor? RECOMMENDATION: Approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. BACKGROUND SUMMARY: The City of Renton and Soos Creek Water and Sewer District (operating as Cascade Sewer District) entered into an agreement dated March 27, 1964, pertaining to the construction, operation and maintenance of a sanitary sewer interceptor known as the Cascade Interceptor. The Cascade Interceptor is a sewer main jointly owned by the City of Renton and Soos Creek Water and Sewer District (District). The interceptor is located in the Tiffany Park / Royal Hills area. This is the main trunk sewer that transports the sewage from the collector sewers in that portion of Renton's Sanitary Sewer Service Area and routes it to the King County sewer in Maple Valley Highway. The District has their sewer system Terri Briere, Council President Page 2 of 3 January 25, 2011 connected to the end of the Cascade Interceptor and utilizes the line to move sewage from portions of their service area to King County. Under the terms of the 1964 agreement, maintenance and repair costs related to this interceptor are to be proportional based upon the ratio of users served by Renton and the District. Renton and the District have determined that, at this time, the proportional flows utilizing the Cascade Interceptor are 20% from Renton customers and 80% from District customers. The Cascade Interceptor is a 46-year old concrete line. It has high flows and is also subject to hydrogen -sulfide corrosion. It was a section of this interceptor that failed, causing the sink hole in Royal Hills in 2010. Renton and the District have met to discuss the condition of the sewer and have agreed on what both utilities believe is the best course of action at this time. There are portions of the interceptor that are in immediate need of rehabilitation. We are currently planning to rehabilitate those sections by utilizing "no dig" technology to line the sewers and refurbish the manholes. Renton and the District agree that the City would design, bid, and manage the project. At the conclusion of the project, Renton would invoice the District for 80% of the actual costs. Funding for this project is included in the Wastewater Utility's 2011 CIP budget (#426.465498). Total cost for the rehabilitation is estimated to be approximately $200,000. Renton would be responsible for $40,000 and the District would be responsible for $160,000. The remaining portions of the interceptor are subject to the same conditions that have deteriorated the failing portions of this sewer. Renton and the District agree that, by performing additional maintenance and operation on the interceptor, we can delay the need to rehabilitate or replace the remaining sections of the sewer. Recognizing that hydrogen -sulfide (H2S) is a problem in this system and is accelerating the degradation of the Cascade Interceptor, Renton and the District will use a chemical treatment to reduce the H2S in the interceptor. The District will introduce the chemical at their Lift Station #5. The District will invoice Renton every six months for 22% of the invoiced cost of the chemical. (The additional 2% is calculated to approximately cover the District's staff time involved with maintaining the chemical feed system.) Renton will also perform more frequent television inspection of the interceptor. We will rent pumps to bypass flows as necessary and inspect the line approximately every two years. Renton will invoice the District for 80% of the cost of the inspection(s) when completed. H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Issue Paper Soos Creek Cascade Agreement 2011.doc\MABtp Terri Briere, Council President Page 3 of 3 January 25, 2011 CONCLUSION: Renton and the District have prepared an addendum to the original agreement documenting the agreed to work and cost sharing. We are presenting this addendum to Council for approval. We request Council approve the addendum and adoption of the resolution authorizing the Mayor and City Clerk to execute the addendum. cc: Lys Hornsby, Utility Systems Director Dave Christensen, Wastewater Utility Supervisor JoAnn Wykpisz, PW Principal and Financial Analyst Hai Nguyen, Finance Budget Analyst File H:\File Sys\WWP - Waste Water\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Issue Paper Soos Creek Cascade Agreement 2011.doc\MABtp DRAFT UTILITIES COMMITTEE COMMITTEE REPORT February 28, 2011 DATE. I I !NIT1AUDATE Mf 3 / /2 1- Addendum to Agreement between Renton and Soos Creek Water and Sewer District Relating to Maintenance and Operation of the Cascade Interceptor (February 14, 2011) The Utilities Committee recommends concurrence in the staff recommendation to approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. Rich Zwicker, Chair King Parker, Vice Chair Randy Corman, Member cc: Lys Hornsby, Utility Systems Director Dave Christensen, Wastewater Utility Supervisor JoAnn Wykpisz, PW Principal and Financial Analyst Hai Nguyen, Finance Budget Analyst H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Utilties Committee Report Soos Creek Cascade Agreement 2011.doc\MABtp AGENDA BILL SCHEDULE AGENDA BILL TITLE PREPARED BY: 1 1. ��J,, Extension: DEADLINE/DATE ACTION I ( GREGG'S SIGNATURE I i I TRANSMIT TO CLERK VIA Electronic Agenda Bill Process COUNCIL MEETINOp DAT,� �--� I Referred to Committee COMMITTEE MEETING DATE (e-mail Committee Report to Teresa who will final it and send it up to Julia) ��4COMMITTEE Time: Place: l COUNCIL MEETING REPORTED OUT USA\17\Mist Forms\AB-Schedule\tp CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: For Agenda of: February 14, 2011 Dept/Div/Board.. Public Works/Utility Systems Agenda Status Staff Contact...... Mike Benoit, x7206 Consent .............. X Public Hearing.. Subject: Addendum to Agreement between Renton and Correspondence.. Soos Creek Water and Sewer District Relating to Ordinance ............. Maintenance and Operation of the Cascade Resolution............ X Interceptor Old Business........ New Business....... Exhibits: Issue Paper Study Sessions...... Addendum to Agreement Information......... Resolution Recommended Action: Approvals: Refer to Utilities Committee Legal Dept......... X Finance Dept...... X Other ............... Fiscal Impact: Expenditure Required... $40,000 Transfer/Amendment....... Amount Budgeted....... $125,000 Revenue Generated..... $160,000 Total Project Budget $200,000 City Share Total Project.. 20% SUMMARY OF ACTION: The City of Renton and Soos Creek Water and Sewer District (operating as Cascade Sewer District) entered into an agreement dated March 27, 1964, pertaining to the construction, operation and maintenance of a, sanitary sewer interceptor known as the Cascade Interceptor. Under the terms of the 1964 agreement, maintenance and repair costs related to this interceptor are to be proportional based upon the ratio of users served by Renton and the District. At this time, the agreed upon proportional flows utilizing the Cascade Interceptor are 20% from Renton customers and 80% from District customers. The Cascade Interceptor is a 46-year old concrete line. It has high flows and is also subject to hydrogen -sulfide corrosion. There are portions of the interceptor that are in immediate need of rehabilitation. We are currently planning to rehabilitate those sections by utilizing "no dig" technology to line the sewers and refurbish the manholes. Renton and the District agree that the City would design, bid, and manage the project. At the conclusion of the project, Renton would invoice the District for 80% of the actual costs. Total cost for 'the rehabilitation is estimated to be approximately $200,000. Renton would be responsible for $40,000 and the District would be responsible for $160,000. Funding for this project is included in the Wastewater Utility's approved 2011 CIP budget (#426.465498). STAFF RECOMMENDATION: Approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. H:\File Sys\WWP - WasteWater\WWP-it-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Agenda Bill Soos Creek Cascade Agreement 2011.doc\MABtp PUBLIC WORKS DEPARTMENT M E M O R A N D U M DATE: January 25, 2011 TO: Terri Briere, Council President Members of Renton City Council VIA: FROM: Denis Law, Mayor// n Gregg Zimmermat-I' ministrator STAFF CONTACT: Mike Benoit, Wastewater Utility, x7206 SUBJECT: Addendum to Agreement between Renton and Soos Creek Water and Sewer District Relating to Maintenance and Operation of the Cascade Interceptor ISSUE: Should Council approve and authorize the Mayor and City Clerk to execute an addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to necessary maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor? RECOMMENDATION: Approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. BACKGROUND SUMMARY: The City of Renton and Soos Creek Water and Sewer District (operating as Cascade Sewer District) entered into an agreement dated March 27, 1964,. pertaining to the construction, operation and maintenance of a sanitary sewer interceptor known as the Cascade Interceptor. The Cascade Interceptor is a sewer main jointly owned by the City of Renton and Soos Creek Water and Sewer District (District). The interceptor is located in the Tiffany Park / Royal Hills area. This is the main trunk sewer that transports the sewage from the collector sewers in that portion of Renton's Sanitary Sewer Service Area and routes it to the King County sewer in Maple Valley Highway. The District has their sewer system Terri Briere, Council President Page 2 of 3 January 25, 2011 connected to the end of the Cascade Interceptor and utilizes the line to move sewage from portions of their service area to King County. Under the terms of the 1964 agreement, maintenance and repair costs related to this interceptor are to be proportional based upon the ratio of users served by Renton and the District. Renton and the District have determined that, at this time, the proportional flows utilizing the Cascade Interceptor are 20% from Renton customers and 80% from District customers. The Cascade Interceptor is a 46-year old concrete line. It has high flows and is also subject to hydrogen -sulfide corrosion. It was a section of this interceptor that failed, causing the sink hole in Royal Hills in 2010. Renton and the District have met to discuss the condition of the sewer and have agreed on what both utilities believe is the best course of action at this time. There are portions of the interceptor that are in immediate need of rehabilitation. We are currently planning to rehabilitate those sections by utilizing "no dig' technology to line the sewers and refurbish the manholes. Renton and the District agree that the City would design, bid, and manage the project. At the conclusion of the project, Renton would invoice the District for 80% of the actual costs. Funding for this project is included in the Wastewater Utility's 2011 CIP budget (#426.465498). Total cost for the rehabilitation is estimated to be approximately $200,000. Renton would be responsible for $40,000 and the District would be responsible for $160,000. The remaining portions of the interceptor are subject to the same conditions that have deteriorated the failing portions of this sewer. Renton and the District agree that, by performing additional maintenance and operation on the interceptor, we can delay the need to rehabilitate or replace the remaining sections of the sewer. Recognizing that. hydrogen -sulfide (H2S) is a problem in this system and is accelerating the degradation of the Cascade Interceptor, Renton and the District will use a chemical treatment to reduce the H2S in the interceptor. The District will introduce the chemical at their Lift Station #5. The District will invoice Renton every six months for 22% of the invoiced cost of the chemical. (The additional 2% is calculated to approximately cover the District's. staff time involved with maintaining the chemical feed system.) Renton will also perform more frequent television inspection of the interceptor. We will rent pumps to bypass flows as necessary and inspect the line approximately every two years. Renton will invoice the District for 80% of the cost of the inspection(s) when completed. H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Issue Paper Soos Creek Cascade Agreement 2011.doc\MABtp Terri Briere, Council President Page 3 of 3 January 25, 2011 CONCLUSION: Renton and the District have prepared an addendum to the original agreement documenting the agreed to work and cost sharing. We are presenting this addendum to Council for approval. We request Council approve the addendum and adoption of the resolution authorizing the Mayor and City Clerk to execute the addendum. cc: Lys Hornsby, Utility Systems Director Dave Christensen, Wastewater Utility Supervisor JoAnn Wykpisz, PW Principal and Financial Analyst Hai Nguyen, Finance Budget Analyst File H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek W and S\Issue Paper Soos Creek Cascade Agreement 2011.doc\MABtp CITY OF RENTON & SOOS CREEK WATER AND SEWER DISTRICT ADDENDUM TO THE MARCH 27, 1964 CASCADE INTERCEPTOR AGREEMENT SUBJECT: REHABILITATION AND MAINTENANCE OF THE CASCADE INTERCEPTOR THIS ADDENDUM is entered into this day of , 20 by and between SOOS CREEK WATER AND SEWER DISTRICT, a Washington municipal corporation; hereinafter referred to as "SOOS CREEK", and the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "RENTON", both being duly organized and existing under and by virtue of the laws of the State of Washington, WITNESSETH: WHEREAS, RENTON and SOOS CREEK (operating as Cascade Sewer District) entered into an agreement March 27, 1964 pertaining to the construction, operation and maintenance of a certain interceptor sewer line, hereinafter referred to as "Cascade Interceptor"; and WHEREAS, Some parts of the Cascade Interceptor are in need of immediate rehabilitation while other parts will potentially need rehabilitation in the near future; and WHEREAS, It is in the best interest of RENTON and SOOS CREEK to rehabilitate those portions of the Cascade Interceptor in immediate need and to perform additional maintenance and inspection on the Cascade Interceptor in order to extend the useful life of those portions not in immediate need of rehabilitation; now, therefore, IT IS HEREBY AGREED by and between the parties hereto as follows: 1. Rehabilitation of Portions of the Cascade Interceptor. RENTON will design, permit, bid and manage a project to rehabilitate the structures and sewer mains between manhole 5321-009 and 5321-015, as shown on "Exhibit A", an approximate distance of twelve hundred lineal feet. Rehabilitation will exclude that portion of the sewer main replaced during the emergency repair in 2010. The total cost of the rehabilitation (including design, construction, etc) is estimated at $200,000. The total cost shall be divided such that RENTON will pay twenty percent (20%) of the cost and SOOS CREEK will pay eighty percent (80%) of the cost. RENTON will invoice SOOS CREEK, at the conclusion of the project, eighty percent (80%) of the actual costs incurred by RENTON for the construction contract, staff costs for design and construction management. It is understood that RENTON may rehabilitate some sewer mains and / or manholes adjacent to the Cascade Interceptor. If done as part of the same project, the additional work will be identified as a separate schedule in the project and SOOS CREEK will not be .responsible for participation in this work. 2. Additional Maintenance to Extend the Life of the Cascade Interceptor. Recognizing that hydrogen sulfide (H2S) is a problem within this system and is accelerating the degradation of the Cascade Interceptor, SOOS CREEK will introduce a chemical treatment at their Lift Station #5. The treatment will involve the use of BIOXIDE solution from Siemens. Alternate treatment product(s) may be utilized under agreement of both parties. SOOS CREEK will occasionally access the Cascade Interceptor, utilizing proper maintenance and safety procedures, at RENTON manhole 5321-013, 5321-014, or 5321- 015 to monitor H2S levels in the system to ensure proper dosing is occurring. The estimated cost of chemical for treatment is estimated to be $60,000 per year. RENTON will pay twenty-two percent (22%) of the invoiced cost of the chemical as RENTON's share of all costs incurred by SOOS CREEK. SOOS CREEK will invoice RENTON every six months. 3. Monitoring the condition of the Cascade Interceptor. RENTON will perform television inspection of the Cascade Interceptor approximately every two years. SOOS CREEK will pay eighty percent (80%) of the cost of the television inspection including the use of RENTON's television inspection equipment, staff, and any required equipment or methodology for reducing flow in the interceptor to allow proper visual inspection. RENTON will invoice SOOS CREEK at the conclusion of the inspection. 4. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either RENTON or SOOS CREEK regarding provisions of sanitary sewer services to their customers pursuant to any agreements previously executed by the parties, except as specifically set forth herein. DATED this day of , 20 Authorized by Resolution No. of the City Council of the City of Renton, Washington, at its regular meeting held on day of , 20 CITY OF RENTON Denis Law, Mayor Date ATTEST: Bonnie I. Walton, City Clerk Date APPROVED AS TO LEGAL FORM: Lawrence J. Warren, City Attorney Approved by Resolution No. _� of the Board of Commissioners of SOOS CREEK WATER AND SEWER DISTRICT of King County, Washington, adopted at its regular meeting held on the day of , 20 SOOS CREEK WATER AND SEWER DISTRICT XXXXXXXXXXXX, President of Board Date ATTEST: XXXXXXXXXXXX, Secretary of Board Date. CITY OF RENTON, WASHINGTON RESOLUTION NO. A RESOLUTION OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE MAYOR AND CITY CLERK TO ENTER INTO AN INTERLOCAL AGREEMENT WITH SOOS CREEK WATER AND SEWER DISTRICT REGARDING REHABILITATION AND MAINTENANCE OF THE CASCADE INTERCEPTOR. WHEREAS, the City and Soos Creek Water and Sewer District (operating as Cascade Sewer District) entered into an agreement on March 27, 1964, pertaining to the construction, operation and maintenance of a certain interceptor sewer line, hereinafter referred to as "Cascade Interceptor"; and WHEREAS, some parts of the Cascade Interceptor are in need of immediate rehabilitation while other parts will potentially need rehabilitation in the near future; and WHEREAS, it is in the best interest of both the City and the Soos Creek Water and Sewer District to rehabilitate those portions of the Cascade Interceptor in immediate need and to perform additional maintenance and inspection on the Cascade Interceptor in order to extend the useful life of those portions not in immediate need of rehabilitation; and WHEREAS, it is necessary to document the terms and conditions under which the rehabilitation and maintenance on the Cascade Interceptor will be performed; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DOES RESOLVE AS FOLLOWS: SECTION I. The above recitals are found to be true and correct in all respects. SECTION I1. The Mayor and City Clerk are hereby authorized to enter into an interlocal agreement with Soos Creek Water and Sewer District entitled "Addendum to the 1 RESOLUTION NO. March 27, 1964 Cascade Interceptor Agreement Subject: Rehabilitation and Maintenance of the Cascade Interceptor". PASSED BY THE CITY COUNCIL this day of , 2011. Bonnie I. Walton, City Clerk APPROVED BY THE MAYOR this day of 12011. Approved as to form: Lawrence J. Warren, City Attorney RES.1490:1/7/11:scr 2 Denis Law, Mayor DRAFT UTILITIES COMMITTEE COMMITTEE REPORT February 28, 2011 AR '440cT Addendum to Agreement between Renton and Soos Creek Water and Sewer District Relating to Maintenance and Operation of the Cascade Interceptor (February 14, 2011) The Utilities Committee recommends concurrence in the staff recommendation to approve the addendum to the agreement between Renton and Soos Creek Water and Sewer District detailing certain responsibilities, including cost sharing, pertaining to needed maintenance and rehabilitation of the sanitary sewer line known as the Cascade Interceptor and adopt the resolution authorizing the Mayor and City Clerk to execute the agreement. Rich Zwicker, Chair King Parker, Vice Chair Randy Corman, Member cc: Lys Hornsby, Utility Systems Director Dave Christensen, Wastewater Utility Supervisor 1oAnn Wykpisz, PW Principal and Financial Analyst Hai Nguyen, Finance Budget Analyst H:\File Sys\WWP - WasteWater\WWP-11-0000 Adjacent Districts\WWP-11-xxxx Soos Creek Wand SWtilties Committee Report Sees Creek Cascade Agreement 2011.doc\MABtp CITY ATTORNEY 111ij,D ky of MEM ORAN D UM DATE: January 11,.2011 TO: Bonnie I. Walton, City Clerk FROM: Mark Barber, Senior Assistant City Attorney SUBJECT: Resolution re ILA with Soos Creek Water and Sewer District I have enclosed the original of the above -mentioned resolution, which is approved as to legal form. The requesting City staff person has been sent an electronic version of the legislation. Mark Barber MB: scr Cc: Michael Benoit Enc. Denis Law _ _ City of �Y . Mayor ,TO Public Works Department - Gregg Zimmerman P. E., Administrator September 15, 2010 Mr. Alan Eades Soos Creek.Water and Sewer District' P.O. Box 58039 Renton, WA 98058-1039 RE: CASCADE INTERCEPTOR CONDITION EVALUATION Dear Mr. Eades: The City has completed its initial evaluation of the.condition of the Joint -use Cascade Interceptor between Soos.Creek and the City.. We completed television inspection of all the segments of the interceptor and we have reviewed each:segm"ent.to determine its existing condition. We have concluded that the primary issue with this facility is a high slope segment that runs between City manholes 014 and 013 (see attached map). The high slope on this run causes the interceptor to off -gas hydrogen sulfide at.what appears to be a high level. When we completed the evaluation of the sewer tapes, it is very clear that just downstream of this run is where we have the greatest hydrogen sulfide deterioration in the interceptor. Both upstream.of this point. and further downstream have less apparent hydrogen sulfide damage. In exploring options to curtail the damage to. the interceptor, the City has identified two potential.options. The first. -option is the most conservative and involves lining of the interceptor facility from Manhole 015 to the, connection with King. County's Cascade Siphon facility (approximately 3,10.0 LF); including lining/rehab of all manholes. This would ensure that the jointly -owned portion" of the interceptor downstream of this high slope.section would no longer be susceptible to hydrogen sulfide damage. The City -has estimated the -total cost of this work to be in the neighborhood of $500,000. Once this . work would be completed, we would_ also place the upper reach of the interceptor on a two-year cycle for TV inspection to .allow us'to'properly monitor further deterioration. The second option would involve lining only from Manhole 015 to Manhole 009 (approximately 1200 LF), including lining/rehab of all manholes. This is the portion of Renton City Hall 1055.South Grady Way • Renton, Washington 98057 • rentonwa.gov Mr. Eades Page 2 of 2 September 15, 2010 the.line with the most severe hydrogen sulfide deterioration, and is thought to have . potential structural issues. The cost of this work is estimated at $200,000. In addition to the`pipe.and manhole rehabilitation, we would install a Bioxide, injection system at the upstream end of the interceptor, most likely near our manhole located in Tiffany Parka The purpose for this facility will be to stop the flow from off -gassing into hydrogen sulfide. as it flows through the high slope section; thus minimizing future damage to portions of the system further downstream. As in the first option, we would also put.the non -lined portions of the interceptor, on a two-year cycle for. TV inspection. At this point, we are asking that Soos Creek review the tapes, reports; and the proposed solutions by the City so that,we can both decide on the appropriate next step. I will continue discussions with the supplier of Bioxide to get a rough cost estimate to, both install a system, and to operate the system: I. have attached a copy of two tapes, and the associated tape reports. There is only one section not represented in the tapes. Manhole 0.12 to 011 was taped during the emergency work, and was found to have severe deterioration, and as such, we did not re -TV this segment. Also included is a page from the City's map book showing our . :assessment of condition by segment of the interceptor. Please let me know if you require additional information or if you have any questions. Once you complete your evaluation, please call me to schedule a meeting to discuss our options. Yncerely, ' V // I ,?avla iw_L Tr ens n Wastewater Util tV Supervisor Attachments H:\File S.ys\WWP.- WasteWater\WWP-03-0000 Correspondence - Wastewater\DaveC\2010 Correspondence\Cascade Interceptor Soos Creek Letter 2.doc\DMCtp David Christensen From: Alan Eades [AEades@sooscreek.com] Sent: Thursday, December 02, 2010 3:42 PM To: David Christensen Subject: RE: Cascade Interceptor Thanks Dave, I look forward to reviewing your draft MOU. Thanks and have a good weekend. From: David Christensen [mailto:Dchristen@Rentonwa.gov] Sent: Thursday, December 02, 2010 3:13 PM To: Alan Eades Subject: RE: Cascade Interceptor Alan, It is very good news that we now have a game plan for this, and yes, the City concurs with TV Inspection every two years. I do not mind having my staff take a crack at preparing the agreement side of this. We will start to work on this very soon and I will contact you for any pieces we need from your side. Look forward to working with Soos Creek on this project. Dave C. From: Alan Eades fmailto:AEades@sooscreek.com] Sent: Tuesday, November 30, 2010 7:31 AM To: David Christensen Subject: RE: Cascade Interceptor Hi Dave, Regarding the relining of the 1200'...we agree with your proposal to reline the 1200'and also agree with the 80/20 split. It has been approved by our Commissioners. Can you please supply an estimate of the total project cost? We agree that it should be addressed in the MOU also. Regarding the Bioxide and 2 year maintenance... We prefer to keep them separate as far as monetary transactions. We would like to set up a system to bill the City every 6 months for Bioxide. We would supply the City with our records of Bioxide deliveries and cost. The invoice to the City would be for 22% of the total Bioxide cost. We would prefer to do the Tying every other year. It makes more sense to us from a monetary position since we have the majority of the cost. We don't feel strongly about it so if you have concerns please let me know and we can discuss. Another option would be the have it alternate between the City and Soos. Let me know. Would you prefer us the draft an MOU or the City? Thanks Dave, Alan From: David Christensen [mailto:Dchristen@Rentonwa.gov] Sent: Tuesday, November 16, 2010 9:54 AM To: Alan Eades Cc: Ron Speer Subject: RE: Cascade Interceptor Alan, e Thank you for getting back to the City. I agree with your proposal for the continued maintenance of the line, including the use of the Bioxide and our participation at 22%. 1 believe this only leaves a decision on what portion of the interceptor should be lined in the near term to ensure that we do not have additional failure points in the existing main. Given our joint agreement on the use of the Bioxide, I would suggest the second option presented to you in our letter from September 15`h. This would line approximately 1200 If of the most severe 1-12S damaged line, and we would estimate its cost at about $200,000, of which we would share in the total cost at the 80%/20%, with the City taking lead for the permitting, design, and construction of this work. I would suggest we include this in the MOU as well. Let me know your thoughts on this. Dave C. From: Alan Eades jmailto:AEades@sooscreek.com] Sent: Tuesday, November 16, 2010 9:15 AM To: David Christensen Cc: Ron Speer Subject: Cascade Interceptor Hi Dave, Thank you for meeting with us on 10-21-2010. As per our discussion we have reviewed the agreement with the City of Renton concerning the Cascade Interceptor. In our meeting we discussed different options for compliance with the agreement and suggest the following: Soos Creek will introduce Bioxide into the system at Lift Station #5. We have the facility already in place to perform this function. We will occasionally monitor the 1-12S levels at Renton's MH#13, 14 or 15 to ensure that the proper dosing is occurring at LSS. The estimated cost (based on current H2S levels) for Bioxide is $60,000.00 per year. The estimated cost (based on this equation f(x) = ao+ � (a..,cosn + b,,sin nrX rx)) for monitoring, purchases, logistics (labor) with n-1 US Filter, power costs, pumping hardware, etc. is $4,000.00 per year. We would suggest that the City agree to pay 22% of the Bioxide cost as the Cities portion of all costs incurred by Soos Creek. This would be invoiced on an annual basis. We would also suggest that both the City and Soos evaluate the system every two years. We would agree to pay 80% of all costs for the evaluation. Please let me know if this is agreeable and we will take it to our Board. I'll put together a MOU (without the equation) to attach to the agreement. Thanks Dave, Alan Eades Operations Manager 253.630.9900 . RESOLIiTIOk NO J LZj WHEREAS THE CASCADE Sk:TER DISTRICT, a municipal corporation, hereinafter referred to as "DISTRICT", has heretofore made application to the CITY OF RENTON, a city of the second class under the laws and statutes of the State of Washington, hereinafter refer- red to as "CITY"., to use certain street right of ways for the construction, installation and maintenance of a certain interceptor sewer line which line extends front the DIS- TRICT'S present 'seiner system, through p.ortions of the CITY OF RENTON and connects to the sewer system of the :Municipality of Metropolitan Seattle, and WHEREAS it is. deemed advisable and of public benefit to provide for the connection and hookup of properties located within the CITY to said interceptor sewer to be constructed at the sole cost and expense of DIS TRICT and wHERa S DISTRICT, CITY and certain affected property owners whose properties lie within the CITY Have heretofore agreed to enter into a certain Agreement, pursuant to which CITY would collect for and on behalf of DISTRICT, certain hookup charges from any and all property owners desiring to hookup to such interceptor line, without any liability whatever on the part of the CITY for such line except as to CITY'S obligation to remit funds unto the DISTRICT so collected froze abutting owners desiring to tap on- to such line, and said Agreement being reasonable and proper and in the public interest, NCFd THEREFOR&, "> BE IT RESOLVED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF RF14TON AS FOLLaTS: i SECTION I: All the -aforesaid recitals and findings are hereby determined to be true and correct in all. respects. SECTION II: The Mayor and the City Clerk are hereby authorized and directed to execute, on behalf of CITY, that certain Agreement between DISTRICT •and CITY dated March..'? , 1964, a copy thereof being attached hereto, labeled Exhibit "A" and by references incorporated herein as if fully set forth. The Mayor and City Clerk are fur- ther. authorized and directed to issue such permits for the construction and installation of said interceptor line within and under.the CITY'S streets as specified in the afore- s- ^Tent and as determined and approved b y the CITY'S Engineer. Such Agreement, upon execution by all the parties thereto, shall then be recorded in the Office of the King Count! Auditor at the expense of DISTRICT, and copies. thereof furnished unto the owners of property located within the CITY and abutting upon said interceptor sewer line hereinabove referred to. PASSED BY THE- CITY COUNCIL this 2nd day of March, 1964. i Helmie Nelson, City C,fee r APPROVED BY THE MAYOR this 2nd day of March, 1964. APPROVED AS TO FORM: /Frank Aliment, Mayor I.. _,ellan, City Attorney C G1 . �r . /&�f ' T?IS AGT2L) iEiJT, Wade and entered into. this 27th; day of. March, h964, vy and. between CASCADE 5E+}ER DISTRICT; a.mup.JPcIPAI corporation of the State•of :,ashingt071 liereana£.ter ca]l6 '�DIStRICT", and :the CITY rOF RENTON, a municipal corporation 0 the State of :'ash ngton; }iereina'fter ca`Tled "CITY" '! I T N E S S .E MAT .;1}EREAS, the Distr.• :ci and the City are s-ituafed contiguously in sting County, State of ilashington, and` i;11EREAS,, the District Jias prepared construction mans and cal -led for contract bids for construction of an interceptor sewer line to extend from the present sewer system ope.rated.by the .:District, within its boundaries. and to run through certain portions..of the:,.,Cty to collection trunk se pier_ lines constructed by the "funicipality of hle`tr0p01itan S.eattle.; and ?]l1ER] AS, certain areas hereinafter described situatedwithin the boundaries of the City may also be served byuse of said interceptor line, thereby eliminating the necessity of the City constructing such think facilities, and El1lEREAS, the District is willing and able to constrict and nay for the costs of said line and the -City is willing and desirous to reimburse the District for an agreed upon portion of said construction costs, according, to the terms and conditions hereinafter set forth. N011, THEREFORE, IT IS HEREBY M TUALLY COVENANTED AND AGREED by and between the parties hereto, as follows: I. That the entire.construction cost of said intercentor line, according to the engineering plans therefor, heretofore prepared by the .District and approved by the City, shall be paid by the District. 2. That said line shall be constructed through and across certain areas within the City of Renton, King County, i}ashington, described as follows: The following description located in King County, Hashington, described the centerline route of the proposed Interceptor Sewer from its point of discharge. into the Trunk Sewers of the }:unicipality of Netropolitan.Seattle to the Southerly line of the Seattle Cedar River pip-e line right-of-way, which is also the city limits of Renton: Beginning at the intersection of. the North line of the NE 1/4 of Section 21, Township 23 North, Range 5 bast :;.�l., and the Northwesterly margin of the City of Seattle's tlercer Island pineline R/;;', said intersection also. being North 89000'24" I?est 1112.45 feet from the Northeast corner of said Sec. 21; thence South 28023154" West along said Northwesterly margin 1,008.02 feet; thence South 61036106" East perpendicular to said Northwesterly margin 5.00 feet to the true point of beginning; also being existing Metro N.N . R-10-33; -1- (1) TheTice:Souta 28P2sSV ':Jest 913.0..0 feet- (2) Thence South rb - 4 1;66 !Jest s4. 56. f (3); Thence, -North 'ehce -North .3-2-011 11" ilb,st 133_'-00, fabt; .(4) Thence- North. ;lest` 113, (S) Thence '.* *oi itI 1 14-1314211 '36st 3,91: 9'0 " CGI Thence South 36b, 2.7 1* 711 ;lest 428 :k feet_; 6-' South 0-5-2144, !I,est e:e.t (.8.), Thence South 72 59:14211 ' 11 & s (9). 'nfe.nte. South 48..08123,11 hest. 3 9 7.* 0'0 fjpjat:;- (10) Thence S.biitli 14- 96�1-5911 rest 5408 feef- (11) PP qP South t 4 0 '37" East 742 OO feet;.. 2)Thence South 47--.41 '0 a t Thenceout I'l .02 6-t,. (14) Thence Soutli I I �03':dii lest feet. The entire route of toe interceptor sewer Within t. . he%City of Renton, the centerline:of i i hic 1i . i s des c rib ed above, 1located on easements except the foll.oving,:which are on Public Right of I'lay: City of Renton street5,,- The most Southwesterly 105.00 f6et of Course (9); All of Cours.e . (10) The most Northwesterly esterly 37.49 7.49 feet of Course (11). The City shall grant i e Distr ict a permit for the construction, operation and maintenance of said line, subject to the. terms and conditions of this Agreement. .3. That said line shall be used,. operated and maintained aintained by the District and by the City for service of their present and future customers for transferring sewage collected by the District and by the City Within their respective territories for delivery to the Metro trunk line and no payment or service charge therefor shall be required by-eithex of these parties one to the other for the privilege of such use, other than as hereinafter set forth herein for reimbursement of construction costs, maintenance and repairs. 4. That the City shall have the` right to authorize connections to said line by property owners of property situated within the boundaries of the City of Renton, king County, i'lashington, described as follows: That portion of Sec. 21, Township 23 North, Range 5 East W.M. lying South of the Cedar River and North of the South line of the Seattle Cedar River Pipeline RIIV, except the East 1/2 of Southeast 1/4 and except the Southeast-1/4 of Northeast 1/4 of said Section 21; Also, that portion of the Easterly 1/2 of Sec. 20, Township 23 North, Range S East 14.1-1- from which the sanitary.sewage is carried Easterly or Southeasterly in the future across 116th Ave. S.E. and into said Sec. 21 or into Sec. 28, Township 23 North, Range S East II.M. under such terms and conditions as the City may establish for making such connec- tions. The City shall also have the right to authorize connections to said line by property owners of property Which may hereafter annex to the. City, under the same terms and conditions as provided herein for properties now situated Within the boundaries of the City. -2- S. No person, firm or corporation shall be granted a permit, or be a,u, - ized to tap inti`]look onto, or use said sewer interceptor .line, has.hereznabove described, duri;ng.;a.period of `thirty (.30) years. from .:date hereof.with'.out 'first paying unto the.0 -ty, in addition to any -and: `a11 othe. costs and charges made.or assessed for such hookup; ,tap, or us-e:, an_amount of not less than.$.D13 per square foot of area inciuded in, any such Prone�ties:for whi'cli. -connections are .allowed._by the City. All amounts received by the City slab be paid out by it unto the District under the terms of this Agreement within sixty (60) days after receipt thereof. purthermo te, in case any tap, hookup, or connection ismade into any such intexde`to-t sewer, without such payment first Having .:been. made as hereinabove set forth, the City Council of the City of.Renton may remove, or cause to be removed, such unauthorized tap, hookup, or connection, and all connecting, t he or pipe located in the facility right-of-way, and dispose of unauthorized materials so removed, without any liability whatsoever to any party., It is expressly understood that the aforesaid 'minimum charge per square foot, (based on the provisions of R.CJI. 35.92.025),shall not prevent the City from adding or imposing such other reasonable charge for collection and bookkeeping services, including taxes, if any, that may reasonably be incurred by the City, in providing for the collection service herein undertaken for and on behalf of the District; it being stipulated that the aforesaid per square foot rate is solely a method of measurement of theamounts.. due and. owing to the District -for. properties. allowed to connect and use said interceptor line facility. 6. 'Mat as between these parties, it is stipulated -that the nroportionate share of costs of said interceptor line, as located within the boundaries of the City, is approximately $60,000.00 and that it is the District's intent to be reimbursed by the abutting property owners for such costs. It is expressly agreed and covenanted byand between the parties that the City does in no way warrant payment of any such sum, or sums, during the life of this Agreement, and that the City's obligation hereunder shall be limited solely and exclusively to the collec- tion of charges, asabove stated, from property owners who wish to hook up and connect to said interceptor sei.er trunk line. No interest shall be charged the City upon such sum, or any other sum, bythe District, and the City's agency for collection purposes on behalf of the District shall not impose in any way any liability or other costs upon the City, and the District hereby agrees to hold the City harmless from any liability relating to the costs of installation, or the District'sbonded indebtedness in connection therewith. Isle 7. That.ma n.tenance.cost_s,, repairs and`opexat on necessarily Incurred . for said intercept or, .line .'w ti�an t?ie:boundaries of the, City..sh' be borne on.a f proportonatebasis determined :on„the same ratio. as the number of users served by the District bears in the number of users served by the Gity using said inter- ceptoi line, Damage to. said inter6e'tox line which may b'e,caused by the negligence of eithei these parties their agents or ..assignsshall be repaired by tli`e responsible party_ 8. That ownership of staid line. shall remain in the District until the expiration of a period of thirty (3Q) years :from date. hereof or Payment in full of the present bonded indebtedness of the District or.subs.equent bonded -indebtedness incurred. for the purpose of refinancing thereof shall have been paid°in ;full, whichever event shall comg.first, or: as otherwise .Provided, by. la�v,. Thereafter, the Cty.shall.be under rio further obligation to collect or remit "`:any other or furtlier sums to the District as reimbursement for construction costs and owner- ship of -:said line shall be jointly vested in the District and the:Cty, with full and complete right of use thereof allowed to each party and with expenses of maintenance thereof continued upon the same proportionate basis as hereinabove set forth. 9. In the event said line shall become inadequate to serve the entire area lying within the District and the City, preference shall be given to the District and its users and the City shall, as additional lines become available,. divert sewage collected within the .District into parallel and additional trunk lines, which it is contemplated would then be available as lines necessarily constructed in development of said properties to such extent. IN WITNESS W11EREOF, the parties hereto. have set. their. hands .and. seals -this 27th day of March, 1964, CA,' By: By: CITY- OF ENTON By: w �— Attest: Mayor City Clerk -4- STATE^:OF WAS1 NGTON;:. ) s s, cftm OF IKII,46 ) . On this 27th day. of D}arch, 1964, before me, the undersigned,. a Notary Public zn and for the State of }°lashington, duly copT4:— zo-'a and stiaorn, personally appeared IA'IEhL V LEC}.LNGY` and CIIARLES [1 BAYLESS, to me }cnoW-n to be the Chairman and Secretary =espectigely, of CASGADC SEiER DISTRICT a ;municpah corporation of t}ie State of ]ashzngton, the corporation that executed the.foregoing znstruneritsaid instnimerit to be ;.the free and :;voluntary act and deed of said corporat+ion, for the uses and purposes..theren ment;oned.and.:on oath s.:tated that t}ey axe.'authoriz.ed to execute :the said instrument: and that the sial affixed sthe corporate seal of said. corporatxgn. WITNESS my:hand and official seal hereto affixed the day and year in this certificate abOve719ritten. \!otary';Publzc=sin or t e State: ..of Uasliingtoi .residing at Renton STATE OF PJAS11INGTON s s:. `COUNTY OF KING ). On this �!% ;day of. ; "19.64,. before me,. th.e .undersigned, a Notary Public in --and- for the; of !`. hington, duly commissioned and ' worn ersonall r. p y ,appeared .:.._;: ;:: _ _ and IIEIMIE• NEI50N, to me known to be- the ldayor aiid City Clerk; respectively, of THE GITY'OF RENTON, a municipal corporation of the State of 17ashing.ton, the corporation that executed the foregoing instrument and acknowledged ..the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal -affixed is the. corporate seal of said corporation. ;i'ITNESS my hand and official seal hereto affixed the day and year in this certificate above written. --- Nota:ty Public in and for the State of 1.1ashington, residing at Renton -5- RATIF.ICATI 4 OF.AG.REEME,NT The undersigned, be in principal owners of.nrop.erties hereinabove described, situated within the boundaries of the City of Renton, in.c:opsideTation :and recognitionthe obligations in by -the City of Renton lunder the terms and conditions of the foregoing Agreement, do hereby ratify and acknowledge the obligations thereof to the extent that said Agreement affects our real property hereinabove described. We do hereby acknowledge upon behalf of ourselves, our heirs, executors and assigns that none of our said properties may be connected to the sewer trunk main being constructed by Cascade Sewer District until payment has been made to the City of Renton of such connection and hook-up fees_as may be established by the City, which amount will include the $.013 obligation of the City to the District as hereinabove described. -mot DATED this ..* day of Plarch, 1964. VIKING I';VEPIE CO�.pORATIONI By: /I, %? . AR14E G. GOEDECKE, incjjlly.and as Attorney -in -Fact for Louise H. Goedecke, his wife id WITNESS my hand and official seal hereto affixed the day and year STATE OF WASHINGTON ) ss. COUNTY OF.KING ) On*. this 3 a — day of March, 1964, before me, the undersigned, a Notary Pulilic in and for the -State of Washington, duly commissioned and sworn, personally appeared ARNE-G. GOEDECKE, Individually and' as Attorney- in=Fact for Louise M. Goedecke;. his wife, tome known to be the individual that executed .the foregoing >instrument -and: acknowledged'.-the::said. instrument. to be his .free and voluntary act and deed, for the uses and purposes therein mentioned. JITNESS my hand and official seal hereto affixed..the..day and year in this certificate above written. Notary Public in a for thdt 9.tAte of Washington, res ing at -7- City of Renton Samples 09/23/ 10 Time Location Sulfides MWL Temp. C pH 2:15 PM M/H 5321012 0.3 16.3 7.12 2:30 PM M/H 5321010 0.2 16.2 6.81 2:45 PM M/H 5321034 0.5 16.7 6.28 3:30 PM M/H 5321118 0.5 16.3 6.12 Notes: Place sulfide monitors at all four sample locations. Date: 10/07/ 10 Time Location Sulfides MyJL Temp. C pH 10:45 AM M/H 5321010 0.1 15.6 6.84 11:00 AM M/H 5321012 0.1 15.7 6.80 11:15 AM M/H 5321034 0.2 15.4 6.36 11:30 AM M/H 5321118 0 15.4 6.56 Notes: Soos Creek is treating the Cascade Interceptor with Bioxide from Pump Station 5. Note on M/H 5321118 (Soos Creek Intertie) the sulfides were zero. I did check for residual Bioxide and they had 5 Mg/L. The other sulfide numbers downstream are lower then previously sampled. Also, the sewer temperature has slightly decreased which will also help reduce sulfides. Siemens Water Technologies - Session: 1 (OdaLog: OL45055005) 301 i a m 20 0 0 n x W N c n t/1 C 61 Of O = 10) 0- N O O W U7 2 H W UI Period displayed: Thu Sep 23 - Mon Oct 04 (Oda File rentonmanhoile531012date100710.Oda) INST : Wm (0 ppm) Max (32 ppm) V Day Transition Average (12 ppm) Temperature 140 130 120 110 70 60 50 40 30 28, 26 {+ 24 f E f n 22 d y 20: 0 a x w 18, U1 a n 16• a w 14- 0� 0 > 12 x 10 8 6 ...... 4 o � N N C W LL N Siemens Water Technologies - Session: 1 (OdaLog: 01_05065203) 140 130 120 1 110 100 3 m 90 m C N n 80 0 m m 70 60 50 i ..............!. .�I 40 CD N N N N O O O O - C C O 7 N L LL O Period displayed: Thu Sep 23 -Mon Oct 04 (Oda File: rentonmanhole5321011date 100710.oda) INST : Min (3 ppm) Max (31 ppm) v Day Transition Average (6.0 ppm) Temperature 9 E 8 a _a 7 m O n w 6 v t 5 in C N 2 4 O 3 2 1 0 ry N LL A U) Siemens 800-566-1568 - Session: 1 (OdaLog: OL05017137) I V (11 7 O y LL U) Period displayed: Thu Sep 23 - Mon Oct 04 (Oda File: rentonmanhole5321034date100710.oda) 140 130 120 110 100 3 m 90 c m n 80 m fD 70 60 50 40 O O C C ) O INST : Min (0 ppm) Max (11 ppm) • Day Transition Average (0.5 ppm) Event Temperature 1.00 r 0.90 t 0.80 f a 0.70 _a m 0 0.60 a w v 0.50 2 0.30 h 0.20 fil Siemens Water Technologies - Session: 1 (OdaLog: 01-0505101) �II ' N N N N N O O O W O N L LL O O Period displayed: Thu Sep 23 - Mon Oct 04 (Oda File: rentonsoosaeekintertiel0071 O.oda) INST : Min (0 ppm) Max (1 ppm) ♦ Day Transition Average (0.0 ppm) Temperature 2 140 i i 130 120 110 100 3 m 90 c a 80 M W N 70 60 50 40 10/22/2010 10/20/2010 10/18/2010 p a - -10/16/2010 N— n I -10/14/2010 .� I•-- - m° I -- - = N m - -10/12/2010 I U I _- -10/10/2010 .-. ---- _ -= 10/8/2010 I � - }�r O N o O m-10/612010 -- 04 1 a I �i Cl) - — -10/4/2010 _ -- _-__ 4-0 t> -10/2/2010 9/30/2010 (D O a L O Q =- N o _ 9/28/2010 •T� r - - --T -- -- -- - 9/26/2010 NCL I D ■ — I --- -- — 0 �� j in _ __- - - _ - 9/24/2010 I 9/22/2010 N, - -9/20/2010 O Ol N �I 9/18/2010 O N o_ N ' _ z° ' - 9/16/2010 I - -9114/2010 N O I 00 CC N O 00 co N O N N N T- T- T- T" (OOZ - 0)9#SZH 140.0 -- 25 I 120.0 - - 20 100.0 - - 15 80.0 i rn d N 9. _ E �- 60.0 - -- 10 40.0 -;- 5 20.0 Renton M/H (Royal Hills Apartments) 14-22 September 2010 Period Displayed: 9/14/2010 - 9/22/2010 (Oda File: 20100922_12901195_01.oda -- Serial Number: Odalog Type L2 12901195 Instrument Range 0-200PPM) � Average 5 Day Transition Min 0 Max 22 Use Screen Data Only) Royal Hills Apartments 22-27 September 2010 140.0 - � 25 120.0 -r 20 100.0 - 15 °-' 80.0 -- cn !— N 60.0 -I,- �- 10 40.0 '- 5 20.0 -- 0.0 - 0 Period Displayed: 9/22/2010 - 9/27/2010 (Oda File: 20100927_12901195_01.oda -- Serial Number: Odalog Type L2 12901195 Instrument Range 0-200PPM) � Average 5 bay Transition Min 0 Max 19 Use Screen Data Onl Royal Hills Apartments (Renton M/H) 29 September - 4 October 2010 140.0 - - 20 18 120.0 - - 16 100.0 -1-- 14 12 L 80.0 -I'-- m I- N 10 CL _ E - H 60.0 - - L 8 40.0 - 6 4 20.0 - - 2 0.0 I 0 Period Displayed: 9/30/2010 - 10/4/2010 (Oda File: 20101004_12901195_01.oda -- Serial Number: Odalog Type L2 12901195 Instrument Range 0-200PPM) � Average 0 ♦ Day Transition Min 0 Max 11 Use Screen Data Only) Royal Hills Apartments (Renton M/H) 5-12 October 2010 5 4 Co 0+ 3 2 1 C 140.0 130.0 120.0 110.0 100.0 90.0 c� 80.0 3 c� 70.0 ro 60.0 50.0 40.0 30.0 20.0 10.0 Period Displayed: 10/5/2010 - 10/12/2010 (Oda File: 20101012_OL05033805_01.oda -- Serial Number: OL05033805) � � Average OPPM ♦ 'Day Transition Min OPPM Max 5PPM Use Screen Data Only) Royal Hills Apartments (Renton M/H) 12-18 October 2010 140.0 - 5 120.0 4 100.0 -! 3 80.0 N 60.0 - .-- 2 WE ! i 1 Period Displayed: 10/12/2010 - 10/18/2010 (Oda File: 20101018_12901194_01.oda -- Serial Number: Odalog Type L2 12901194 Instrument Range 0-200PPM) � Average 0 F—A-1 Day Transition Min 0 Max 4 Use Screen Data Only) F5 - 16 T23N R5E W 1/2 5321 2 — — KENSINGTON CREST 5321 8. 5321 cp 25 262 LIFTSTATION �532 �158, 532 5321 1261 5321 kit 256 2 253 .4,,, �,,rjf 5321 255 5321 - - _11 251 532 532 , .."1115 5321 — 250 8' 5321 A8/249 J2"M2 5321 i ,5321 by 5321 246 5321 245 - o' ♦ 5321 '' \ r 243' 532 825 239 8. 242 '5321�i 240 5321 241 ♦ 53211 (17 5321- 009 20- '53`4 532 5321 201 218 5321 `200- U. 7 53211, 21 ,"$ %J. 51ii'� -20045321-,, VIA, F5 - 16 T23N R51 CedarRiver 5321 008 5321 20" 007 YM I IaI 1 29Y 5321 216 5321 . 1207 5 215 " 5321 o 12 321 J,,ili 209% 0 iq':'1-.1 321 5121 ,-Aw 34 5321 Ile L,53 12 2. 3 2 2 062 532-1 `-;75 Z 55' �321, 321 64 1,5 `311 81 53211 3zl/u /115 W�11 5321 It. 321 004 li)- 1, 654 8116 g nrtu 211 't ill- . 113 532 N&I 932. .2 14 11 � 32 4b" 32,11 fill .3A 05 5321 532,11 116 6211 532-11,p i 21 PA Tiffany Par 6�i 7 M.7i I J-, PIN Oi7 H5 - 28 T23N R5E W 1/2 willow'— f Dt(DL (B i 0 200 400 Feet 1:4,800 E2 5321 32; 71 5321 (10 �sj 5321 A .1" k6 Ll', I , y co e--i 10:9 6 tit t Ira. 2-A RY SEWERS Department, tility, 21 T ivision, ity of H5 - 28 T23N IR, F5 - 16 T23N R5E W 1/2 Ai u SANITARY SEWERS Public Works Department, Wastewater Utility, Engineering Division, D. Ellis H5 - 28 T23N R5E W 1/2 0 200 400 Feet 1:4,800 GS 21 T23N R5E W 1/2 05/21/09 ^ City yof(, 5321 BIOXIDE® Solution for Odor Control Water Technologies BIOXIDPRR solution is a safe, easy to handle method of odor -control To meet the needs of the industry, Siemens Water Technologies offers our BIOXIDEO solution for the elimination of odor, corrosion and safety problems associated with hydrogen sulfide in wastewater collection systems and treatment plants. BIOXIDEO solution is a unique, proven product because it achieves sewage odor control naturally, rather than chemically. This process eliminates the odor, prevents corrosion and overcomes safety concerns associated with atmospheric hydrogen sulfide. How BIOXIDP�' solution works BIOXIDE11D solution is a process which controls hydrogen sulfide odors and corrosion biologically. Introduction of nitrate oxygen via addition of BIOXIDEo solution into a waste stream creates an environment in which certain naturally occurring bacteria thrive. These bacteria utilize the dissolved hydrogen sulfide which is present as a part of their metabolism, thereby cost effectively removing any dissolved hydrogen sulfide from the wastewater. As a result, BIOXIDE@ solution both removes dissolved hydrogen sulfide and prevents its formation. In addition to hydrogen sulfide, BIOXIDE& also combats most other odors commonly found in wastewater treatment systems. BIOXIDE@ solution has a proven track record for controlling hydrogen sulfide in a variety of collection system applications, with hundreds of installations throughout the U.S. Dissolved hydrogen sulfide concentrations of over 50 ppm are reduced to <0.1 ppm in the most severe applications. Why treat hydrogen sulfide? The human nose is extremely sensitive to the presence of hydrogen sulfide (1-12S) and detects it "as the smell of rotten eggs" in concentrations as low as 0.0001 parts per million (ppm). Hydrogen sulfide is often an indicator of the presence of other odors as well as a potential corrosion problem. Corrosion is caused due to the acidic nature of hydrogen sulfide. In underground sewers or other wastewater collection systems where visual inspection is not easily accessible, the development and concentration of hydrogen sulfide causes offensive odors and corrosion can often go undetected until significant damage or failure occurs. Advantages of choosing BIOXIDE(R) solution Contains no hazardous substances One of the primary factors which should betaken into consideration when selecting any process for use in wastewater treatment systems, is the safety of those who will be handling the materials. Many options to control or eliminate odor compromise safety by reaction and flammability. Their storage and handling is often hazardous and costs are high, making them economically impracticable. BIOXIDEt solution is the only leading method of treatment for dissolved hydrogen sulfide which is not on the EPA CERCLA list of hazardous substances. This means that BIOXIDEI�l solution is safe for underground storage and is well suited to provide effective and affordable odor control throughout the entire collection system. The use of BIOXIDE@ solution releases no hazardous substances to the environment, nor does it expose workers or the public to potentially dangerous situations. Reduces Biological Oxygen Demand (BOD) BIOXIDE@ solution achieves odor control biologically and therefore, an additional benefit of its use is sewage BOD reduction. Benefits of reduced BOD include increased treatment capacity in plants otherwise limited by BOD loading. Treats other common sewage odors Hydrogen sulfide is normally the predominant sewage odor problem. However, other odorous sulfur compounds such as mercaptans and organic sulfides can also contribute to odor problems. The biological environment created by BIOXIDE@ solution will effectively remove these problem compounds as well. Arrests corrosion Collection system and treatment plant equipment and structures of concrete or metal are severely corroded by atmospheric hydrogen sulfide. While no product can reverse the damage already caused by existing corrosion, BIOXIDEo solution reduces further corrosion by effectively eliminating dissolved hydrogen sulfide, the source of atmospheric hydrogen sulfide. Family of BIOXIDEN solutions BIOXIDE'�'; AE solution BIOXIDE® AE solution is a patented product developed to take advantage of the benefits of our BIOXIDE@ solution along with the the addition of extra alkalinity into the process to increase the benefits of using one or the other chemical solution alone. Ideal applications far BIXOIDE` AE solution include: ■ Treatment systems where additional alkalinity is beneficial ■ Low -velocity collection lines ■ Biosol ids storage BIOXIDE - AQ,v solution BIOXIDE - AQ@ solution is a patented product which combines our BIOXIDE@ solution with the addition of AQUIT@ solution to form a powerful hydrogen sulfide removal and prevention system. BIOXIDE - AQo solution partially blocks the ability of anaerobes to utilize sulfate as an oxygen source and slows biological generation. Ideal applications for BIOXIDE - AQ -" solution include: ■ Collection systems with long detention times e Low -velocity collection lines o Biosolids storage When compared to alternative methods, BIOXIDE@ solution excels in efficiency, safety and cost effectiveness There are many different technologies that can be applied to control odors from wastewater collection and treatment systems. These technologies can be split into two main groups; vapor phase technologies, used to control odorous compounds in the air or gas and liquid phase technologies, used to control odorous compounds in the liquid wastewater itself. BIOXIDE '� solution vs. chemical oxidizers Chemical oxidizers such as chlorine, hydrogen peroxide and potassium Permanganate are commonly used to control hydrogen sulfide odor. When compared to BIOXIDE@ solution, these chemicals pose high reactivity and flammability risks, thus requiring expensive storage and handling techniques and equipment to overcome safety hazards. In addition, chemical oxidizers trigger a chemical, rather than a biological, reaction within the system. The oxidizing mechanism of these products is not specific to hydrogen sulfide and therefore, excess dosage (compared to theoretical) is typical. This contributes to the relatively higher cost. B10XIDE`1' solution vs. pH adjustment If using sodium hydroxide to adjust the pH level and the level becomes greatly elevated, this method may kill many helpful organisms present in the sewage and detriment plant operations. Furthermore, caustic treatment used for pH adjustment cannot be sustained on a continuous basis. In contrast, BIOXIDE@ solution is suited for continuous treatment making it a much more effective, and consistent method of odor control. BIOXIDP') solution vs. metal salts Metal salts are typically an economical treatment method for dissolved hydrogen sulfide control, however, in being specific to the removal of hydrogen sulfide only, they commonly leave other odor compounds untreated. BIOXIDE0 solution provides equivalent treatment and cost effectiveness, but does so in a natural manner which also affects additional odor causing compounds. BIOXIDE@ solution also provides BOD reduction. BIOXIDE'� solution vs. vapor phase treatment Vapor phase technologies, such as adsorption systems or air scrubbers, control odors by ventilating and treating the atmosphere in one geographic area. BIOXIDE0 solution controls odor compounds within the sewage, thereby preventing their release to the atmosphere. BIOXIDE@ solution prevents the odor problem at its source, while vapor phase technologies treat the problem after it already exists. BIOXIDE@ solution also eliminates the severe corrosion caused by atmospheric hydrogen sulfide, making it a significantly more effective means of reducing corrosion than vapor phase treatment. BiOXIDE�,, solution vs. bacteria addition The addition of volumes of "new" bacteria is not effective in controlling hydrogen sulfide because the sewage is not conducive to their growth. The difficulty in achieving consistent dosage and lack of stability contribute to the ineffectiveness and high cost of bacteria addition. The BIOXIDE& solution process provides the nutrients via a stable, easily metered aqueous solution, which promotes the growth of naturally occurring bacteria within the sewage collection system. Full Service Odor Control Siemens Water Technologies is a recognized leader in the development of innovative products for the control of odors in wastewater collection and treatment systems. We offer a full range of treatment options, including our proprietary BIOXIDE®, AQUIT@ and ODOPHOS@ solutions, as well as other proven technologies for addressing odor. Due to site variation, there is no single best solution, nor is there a "one size fits all" approach to solving every odor and corrosion control application. Siemens' treatment recommendations are based on data collected at your site and may include one or more odor control products to achieve the best results and in a cost effective manner. With a complete selection of odor control products, Siemens can customize the right solution for your specific odor control problem. And, should your odor control system require follow-up service, Siemens extensive field experience and operational expertise are available from one of our local service branch locations. Services available for Odor and Corrosion control ■ Installation Assistance a Preventative maintenance and service contracts o Process evaluation and optimization services ■ Rehab and retrofit services u Analytical and laboratory testing o Plant control and instrumentation upgrades ■ System survey and sampling ■ Remote monitoring ■ Parts and expendables ■ Temporarylemergency odor control systems Siemens Water Technologies delivers cost-effective, reliable systems guaranteed for quality, safety, and compliance. Our trained service staff is available to make sure your system is running at peak performance and to your specification. For your water treatment system, choose the partner that is committed to taking care of the world's water ... and yours. www.siemens.com/water S I E M E N S Water Technologies Material Safety Data Sheet SECTION 1- CHEMICAL PRODUCT AND COMPANY INFORMATION Product Name: Bioxide® Part Number: None Chemical Family: Inorganic Salt Solution Manufacturer's Name: Siemens Water Technologies Corp. Address: 2650 Tallevast Road, Sarasota, FL 34243 Product/Technical Information Phone Number: 941.355.2971 Medical/Handling Emergency Phone Number: CHEMTREC 1.800.424.9300 24 hours a day everyday Transportation Emergency Phone Number: CHEMTREC 1.800.424.9300 24 hours a day everyday Issue Date/Revision: December 2009 / Rev 8 SECTION 2 - COMPOSITION INFORMATION Chemical Name Percent by Weight CAS# Ammonium Calcium Nitrate Double Salt 60 15245-12-2 Water 40 7732-18-5 SECTION 3 - HAZARDS IDENTIFICATION Appearance & Odor: Clear, colorless, odorless solution Emergency Overview: Spills may be slippery. Do not allow spilled material to evaporate to dryness. Fire & Explosion Hazards: This material is not flammable. Primary Route(s) of Exposure: Skin and eye contact, ingestion and inhalation. Inhalation — Acute Effects: Spray or mist may irritate respiratory tract. Skin Contact — Acute Effects: May irritate the skin. Eye Contact — Acute Effects: May irritate the eyes. Ingestion — Acute Effects: Ingestion of large amounts may cause violent gastroenteritis. SECTION 4 - FIRST AID MEASURES Inhalation First Aid: Remove affected person from area to fresh air. Give artificial respiration ONLY if breathing has stopped. Obtain medical attention if individual shows symptoms of exposure. Skin Contact First Aid: Immediately remove clothing from affected area and wash skin with flowing water and soap. Clothing must be washed before reuse. DO NOT instruct person to neutralize affected skin area. Obtain medical attention if irritation occurs. SIEMENS Water Technologies Material Safety Data Sheet Eye Contact First Aid: Immediately irrigate eyes with flowing water 15-20 minutes while holding eyes open. Contacts should be removed before or during flushing. DO NOT instruct person to neutralize. Obtain medical attention if irritation occurs. Ingestion First Aid: If victim is alert and not convulsing rinse mouth with water and give water to drink. Do not induce vomiting. If spontaneous vomiting occurs, have affected person lean forward with head down to maintain breathing passage. Obtain medical attention. Medical Conditions Aggravated: None known. Note to Physician: Treat symptomatically. SECTION 5 - FIRE FIGHTING MEASURES Flash Point/Method: Not applicable. Auto Ignition Temperature: Not applicable. Upper/Lower Explosion Limits: Not applicable. Extinguishing Media: Use an extinguishing media suitable for the surrounding fire. Fire Fighting Procedures: As with any fire, fire-fighters should wear appropriate protective equipment and self-contained breathing apparatus (SCBA) with a full face -piece operated in positive pressure mode. Fire & Explosion Hazards: May be combustible at high temperature. Hazardous Products of Decomposition and/or Combustion: Decomposition may produce nitrogen oxides, ammonia, or metallic oxides. NFPA Ratings: HEALTH-1 FLAMMABILITY-0 REACTIVITY-0 SECTION 6 - ACCIDENTAL RELEASE MEASURES Mop up and containerize for subsequent recycling or disposal. Triple rinse empty containers with water prior to reconditioning. DO NOT DUMP ON THE GROUND OR INTO ANY BODY OF WATER. All disposal methods must be in compliance with all Federal, State, Local and Provincial laws, and regulations. Regulations may vary in different locations. Waste characterizations and compliance with applicable laws are the responsibility solely of the waste generator. SECTION 7 - HANDLING AND STORAGE Handling: Wash thoroughly after handling, immediately remove and dispose of any spillage. Immediately rinse contaminated clothing thoroughly with water. Rinse containers with water only. Bioxide® Rev 8 Page 2 of 5 SIEMENSWater Technologies Material Safety Data Sheet Storage: Store in dry place at ambient temperatures apart from combustible and other readily oxidizable materials, food, beverage, and excessive heat. General Comments: Rinse empty containers with water only. SECTION 8 -PERSONAL PROTECTION/ EXPOSURE CONTROL Respiratory Protection: None required under normal use conditions. If use conditions generate mists, wear a respirator with acid gas cartridges. Skin Protection: Wear protective gloves and other protective clothing as appropriate to prevent skin contact. Eye Protection: Wear safety glasses with side shields. Wear chemical goggles if splashing is likely. Ventilation Protection: Adequate general and mechanical exhaust ventilation. Other Protection: Recommend means of washing the eyes with a gentle flow of cool to tepid tap water be readily available in all areas where this material is handled or stored. Employees should wash their hands and face before eating, drinking, or using tobacco products. Educate and train employees on the safe use and handling of this product. Exposure Limits: No occupational exposure limits have been established for this material. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Appearance & Odor: Boiling Point: 220' F Specific Gravity: 1.465 at 20° C Density (lbs/gal): 12.2 at 68° F Volatile Percentage: (water) 40 Melting Point: Not applicable Solubility in Water: Complete pH: 4-8 Auto Ignition Temperature: None SECTION 10 -STABILITY AND REACTIVITY Stability: This material is stable under normal use conditions Incompatibilities: This product is incompatible with organic materials, reducing agents, chlorine or hypochlorite products, and caustic products. Polymerization: Hazardous polymerization will not occur. Decomposition: Decomposition may produce nitrogen oxides, ammonia. Bioxide® Rev 8 Page 3 of 5 SIEMENSWater Technologies Material Safety Data Sheet Conditions to Avoid: Avoid evaporation to dryness. If allowed to dry, product residue is incompatible with flammable organic materials, reducing agents, and chlorine or hypochlorite products. This product is incompatible with caustic materials. SECTION 11- TOXICOLOGICAL INFORMATION Toxicological Data: Oral LD50 (rat) >2000 mg/kg Acute Toxicity Estimate (ATE) = 3900 mg / kg Carcinogenicity/Mutagenicity: No carcinogenic or mutagenic properties of this material are known. Reproductive Effects: No reproductive effects of this material are known. Neurotoxicity: No neurotoxic effects of this material are known. Other Effects: None known. Target Organs: Target organs include the skin and eyes. SECTION 12 - ECOLOGICAL INFORMATION Toxicological Data: California Title 22 Acute Toxicity Screening Protocol: Fish bioassay (96 hr): Test concentration, ppm Survival, % 0 100 250 95 750 100 The products of biodegradation are non -toxic. This product does not show any bioaccumulation phenomena. SECTION 13 - DISPOSAL CONSIDERATIONS Contains no hazardous substances as listed in 40 CFR 302. Material that cannot be used, or reprocessed for use, and empty containers should be disposed of in accordance with all applicable regulations. Product containers should be thoroughly emptied before disposal. Generators of waste material are required to evaluate all waste for compliance with RCRA and any local disposal procedures and regulations. NOTE: State and local regulations may be more stringent than federal regulations. SECTION 14 -TRANSPORTATION INFORMATION US Domestic: This product is not hazardous for transportation purposes and is not regulated by US DOT when shipped domestically. Bioxide® Rev 8 Page 4 of 5 SIEMENSWater Technologies Material Safety Data Sheet International: This product is not a dangerous good for transportation purposes and is not regulated when shipped according to ICAO, IATA, or IMDG regulations. SECTION 15 - REGULATORY INFORMATION OSHA Hazard Communication: Not regulated U.S. Federal Regulations: TSCA 8 (b) Inventory: Included SARA 302/304/311/312 Extremely Hazardous Substances: Not listed. SARA 302/304 Emergency Planning and Notification: Not listed. SARA 302/304/311/312 Hazardous Chemicals: Not listed. Clean Water Act 301: Not listed. Clean Water Act 311: Not listed. Clean Air Act 112 Accidental Release Prevention: Not listed. State Regulations: Not listed. SECTION 16 - OTHER INFORMATION Disclaimer: The information contained herein is based on data considered accurate. However, no warranty is expressed or implied regarding the accuracy of these data or the results to be obtained from the user hereof. It is the buyer's responsibility to ensure that its activities comply with federal, state, provincial, and local laws. Revision Indicator: December 2009: Revised Section 9. Bioxide@ Rev 8 Page 5 of 5 us-== USFILTER'S DAVIS PRODUCTS 2650 TALLEVAST ROAD TELEPHONE 800-345-3982 SARASOTA, FLORIDA 34243 FACSIMILE 941-351-4756 ENGINEERING LETTER A-214 APPLICATION OF BIOXIDEO SULFIDE PREVENTION VS. SULFIDE REMOVAL (BIOXIDE PROCESS®) Introduction It is known that bacteria commonly present in wastewater collection systems will use dissolved oxygen, nitrate, and sulfate as oxygen sources for respiration, in that order of preference. Dissolved oxygen is usually present in "fresh" wastewater, but is rapidly depleted by biological activity. There is typically very little nitrate present in the wastewater, while sulfate is typically abundant. Since little or no nitrate is available, the bacteria begin utilizing sulfate when the dissolved oxygen is depleted. The byproduct of the sulfate uptake process is dissolved sulfide. The dissolved sulfide combines with hydrogen ions to form hydrogen sulfide, causing odor and corrosion problems. Nitrate can be added to wastewater to control dissolved sulfide. There are two mechanisms by which nitrate can be used to provide this control. It can be used as a substitute oxygen source to prevent sulfate uptake and thus the formation of sulfide. This mechanism is known as "sulfide prevention". Nitrate can also be used to remove existing sulfide via the "removal" mechanism, which is also known as the Bioxide® Process. It has been well established that the Bioxide® Process is effective for continuous removal of existing dissolved sulfide in wastewater systems. The stoichiometric nitrate requirement for the Bioxide® Process is 2.4 pounds NO3-0 per pound of sulfide removed (Hunniford, 1990). There is no direct relationship between the amount of sulfide treated and the amount of nitrate applied for the prevention mechanism, however empirical data indicate a nitrate to sulfide mass ratio of ten -to -one (Bowker, et al, 1985). The following information is presented as a comparison of the processes and an explanation for the differences in application rates. Process Description and Comparison Prevention: The prevention mechanism uses oxygen -source substitution to prevent the formation of dissolved sulfide. Under "untreated" conditions a carbon source (BOD) is consumed by bacteria in the wastewater in the presence of sulfate -oxygen, producing sulfide. If a single carbon source (methanol) is assumed for simplicity, the resulting reaction is as follows: SO4= + 4CH30H 4 S= + 4112O + 2CH4 + 2CO2 In this process 0.25 moles sulfate are used and 0.25 moles of dissolved sulfide are produced for every mole of carbon consumed. This process is prevented when nitrate is added to the wastewater. In the presence of nitrate the carbon source is consumed via an anoxic denitrification reaction, producing no sulfide. Again assuming a single carbon source (methanol) for simplicity, the reaction is as follows: 6NO3 + 5CH30H 4, 5CO2 + 3N2 + 7112O + 60H- In this process 1.2 moles of nitrate are used and zero moles of sulfide are produced for every mole of carbon consumed. Expressing the nitrate requirement on an amount of sulfide prevented basis for these assumed reactions: (1.2 moles nitrate/mole carbon)/(0.25 moles sulfide/mole carbon) = 4.8 moles nitrate required per mole sulfide prevented. On a mass basis, 9.3 pounds NO3, or 7.2 pounds NO3-0, are required per pound of sulfide. The above analysis shows a "best -case" scenario for the prevention mechanism. In actual field applications higher carbon consumption (BOD reduction) rates are typically observed under anoxic conditions then under anaerobic conditions, therefore the nitrate -oxygen used is typically somewhat higher than the amount predicted here. Removal: The removal mechanism (Bioxide® Process) uses naturally occurring bacteria to biochemically oxidize dissolved sulfide in the presence of nitrate. This mechanism takes place when Bioxide® is applied in wastewater that contains dissolved sulfide. The sulfide is typically either 1) generated upstream of the Bioxide® injection point, where no nitrate exists in the wastewater, or 2) is contributed downstream via a septic lateral flow. Then nitrate is injected in sufficient quantities to biochemically oxidize the sulfide via the following reaction (Hunniford, 1990): 8NO3 + 5H2S 4 5SO4+ 4N2 + 4H2O + 2H+ This reaction takes place in the bulk flow and in the upper zones of the slime layer. Nitrate is not added in sufficient quantities to fully saturate the slime layer, therefore sulfide production continues to occur in the lower zones of the slime and is removed in the upper zones or in the bulk flow. In this process 1.6 moles of nitrate are used for every mole of sulfide removed. On a mass basis, 2.4 pounds NO3-0 are required per pound of sulfide. Summary In this comparison it is readily observed that the amount of nitrate required to achieve a sulfide -free condition is at least three times greater for the prevention mechanism than for the Bioxide® Process. An application rate of 2.4 pounds NO3-0 per pound of sulfide (0.7 gal. Bioxide(& per lb. sulfide) is necessary for the Bioxide® Process while at least 7.2 pounds NO3.0 per pound of sulfide (2.1 gal. Bioxide(& per lb. sulfide) are required for the prevention mechanism This analysis and comparison shows the advantages of maximizing the use of the removal mechanism when applying Bioxide®..Maximizing this mechanism can usually be achieved through careful selection of the application point for the Bioxide® solution. Each wastewater collection system is unique and presents its own set of environmental conditions which affect the injection point selection. For a free analysis and review of your collection system followed by a Bioxide® application point recommendation, consumption rate prediction, and no -risk product demonstration, please contact the USFilter's Davis Products Representative in your area by calling 1-800-345-3982. References: Hunniford, David J., (1990), Control of Odors and Hydrogen Sulfide Related Corrosion in Municipal Sewage Collection Systems Using a Biochemical Process: Bioxide®, WPCF 63`d Annual Conference, Washington D.C. Bowker, Robert P. G., and John M. Smith, (1985), Design Manual, Odors and Corrosion Control in Sanitary Sewerage Systems and Treatment Plants, U.S. Environmental Protection Agency, Cincinnati, OH. The purchase of Bioxide® from USFilter's Davis Products constitutes an implied license to practice the process of "Removal of Dissolved Hydrogen Sulfide and Reduction of Sewage BOD in Sewers and Other Waste Systems", as described in U.S. Patent No., Re #36,651 and Re #37,181. �TLf DAY —7004c:�e*o �— �OK -- a?t.e, oL, i Old TD David Christensen From: Hai Nguyen Sent: Wednesday, September 01, 2010 11:08 AM To: JoAnn Wykpisz Cc: David Christensen; Tina Hemphill Subject: RE: Soos Creek Check Here is the account we can use for the reimbursement from Soos Creek for the Cascade Interceptor project. 426.465498.018.374.07.00.000 - CASCADE INTERCEPTOR - SOOS CREEK DIST Hai From: JoAnn Wykpisz Sent: Wednesday, September 01, 2010 9:29 AM To: Hai Nguyen Subject: RE: Soos Creek Check Reimbursement for CIP work done. Dave would know the specific project, but I think it is complete. JoAnn Wykpisz (425) 430-7291 From: Hai Nguyen Sent: Wednesday, September 01, 2010 8:17 AM To: JoAnn Wykpisz Subject: RE: Soos Creek Check What type of revenue is it? Hai From: JoAnn Wykpisz Sent: Tuesday, August 31, 2010 10:10 AM To: Hai Nguyen Subject: FW: Soos Creek Check Follow-up to the email below. Diana placed the check into the 426 Misc Revenue account in order to get it into August processing. Once the new account is set-up, we need to move the revenue from Misc Revenue to it. JoAnn Wykpisz (425) 430-7291 From: JoAnn Wykpisz Sent: Tuesday, August 31, 2010 10:08 AM To: Hai Nguyen Subject: FW: Soos Creek Check Hai, Can you set up a new revenue account in fund 426 for this payment. Dave anticipates that there will be more reimbursable work done for the district and he would like the payments placed into a separate account from that source. Let me know if you have any questions. Thanks. JoAnn Wykpisz (425) 430-7291 From: Tina Hemphill Sent: Monday, August 30, 2010 9:24 AM To: Diana Hiatt; Elysha Mettlin; Carol Burnett; Terri Weishaupt; Casaundra Commodore; Natalie Wissbrod; Sue Olson Cc: Cindy Zinck; Tracy E Schuld; David Christensen; JoAnn Wykpisz; Elloyce Sumpter Subject: Soos Creek Check Good Morning - We are expecting a check from Soos Creek in the amount of $136,468.20. If you happen to receive the check, please contact Joann Wykpisz (x 7291): She will provide the revenue account the check should be posted to. Thank you !!! Tina SOOS CREEK WATER & SEWER DISTRICT 14616 S.E. 192nd St. • P.O. Box 58039 • Renton, WA 98058-1039 • Phone (253) 630-9900 • Fax (253) 630-5289 January 11, 2011 Mike Benoit City of Renton Wastewater Utility 1055 S Grady Way Renton WA 98057 Re: Cascade Interceptor Agreement Dear Mike: RECEIVE JAN 1 3 20111, CITY OF RENTON UTIMY SYSTBIS Please find enclosed two copies of the above agreement, signed by Ron Speer. Thank you, Gayle A. Andrews Contracts/Maintenance Coord II Encl. www.sooscreek.com c C City of CITY ATTORNEY M E M O R A N D UM DATE: January 7, 2011 TO: Michael A. Benoit, Project Manager Wastewater Utility, Utilities Systems, Public Works Department FROM: Lawrence J. Warren, City Attorney Staff Contact: Mark Barber, Senior Assistant City Attorney Telephone: Ext.6485 SUBJECT: Addendum to the March 27, 1964 Cascade Interceptor Agreement re: Rehabilitation and Maintenance of the Cascade Interceptor Please be advised that I have reviewed the above -referenced Addendum to the March 27, 1964 Cascade Interceptor Agreement between the City of Renton and Soos Creek Water and Sewer District and the same is approved as to legal form. cAcity forms\2010-09-16 sandard form memo with swush and signature and phone extension.doc CITY OF RENTON & SOOS CREEK WATER AND SEWER DISTRICT ADDENDUM TO THE MARCH 27, 1964 CASCADE INTERCEPTOR AGREEMENT SUBJECT: REHABILITATION AND MAINTENANCE OF THE CASCADE INTERCEPTOR THIS ADDENDUM is entered into this 5th day of January, 2011, by and between SOOS CREEK WATER AND SEWER DISTRICT, a Washington municipal corporation, hereinafter referred to as "SOOS CREEK", and the CITY OF RENTON, a Washington municipal corporation, hereinafter referred to as "RENTON", both being duly organized and existing under and by virtue of the laws of the State of Washington, VITI1 i?I-"IA"a WHEREAS, RENTON and SOOS CREEK (operating as Cascade Sewer District) entered into an agreement March 27, 1964 pertaining to the construction, operation and maintenance of a certain interceptor sewer line, hereinafter referred to as "Cascade Interceptor"; and WHEREAS, Some parts of the Cascade Interceptor are in need of immediate rehabilitation while other parts will potentially need rehabilitation in the near future; and WHEREAS, It is in the best interest of RENTON and SOOS CREEK to rehabilitate those portions of the Cascade Interceptor in immediate need and to perform additional maintenance and inspection on the Cascade Interceptor in order to extend the useful life of those portions not in immediate need of rehabilitation; now, therefore, IT IS HEREBY AGREED by and between the parties hereto as follows: 1. Rehabilitation of Portions of the Cascade Interceptor. RENTON will design, permit, bid and manage a project to rehabilitate the structures and sewer mains between manhole 5321-009 and 5321-015, as shown on "Exhibit A", an approximate distance of twelve hundred lineal feet. Rehabilitation will exclude that portion of the sewer main replaced during the emergency repair in 2010. The total cost of the rehabilitation (including design, construction, etc) is estimated at $200,000. The total cost shall be divided such that RENTON will pay twenty percent (20%) of the cost and SOOS CREEK will pay eighty percent (80%) of the cost. RENTON will invoice SOOS CREEK, at the conclusion of the project, eighty percent (80%) of the actual costs incurred by RENTON for the construction contract, staff costs for design and construction management. It is understood that RENTON may rehabilitate some sewer mains and / or manholes adjacent to the Cascade Interceptor. If done as part of the same project, the additional work will be identified as a separate schedule in the project and SOOS CREEK will not be responsible for participation in this work. 2. Additional Maintenance to Extend the Life of the Cascade Interceptor. Recognizing that hydrogen sulfide (1-12S) is a problem within this system and is accelerating the degradation of the Cascade Interceptor, SOOS CREEK will introduce a chemical treatment at their Lift Station #5. The treatment will involve the use of BIOXIDE solution from Siemens. Alternate treatment product(s) may be utilized under agreement of both parties. SOOS CREEK will occasionally access the Cascade Interceptor, utilizing proper maintenance and safety procedures, at RENTON manhole 5321-013, 5321-014, or 5321- 015 to monitor H2S levels in the system to ensure proper dosing is occurring. The estimated cost of chemical for treatment is estimated to be $60,000 (2010 dollars) per year. RENTON will pay twenty-two percent (22%) of the invoiced cost of the chemical as RENTON's share of all costs incurred by SOOS CREEK. SOOS CREEK will invoice RENTON every six months. 3. Monitoring the condition of the Cascade Interceptor. RENTON will perform television inspection of the Cascade Interceptor approximately every two years. SOOS CREEK will pay eighty percent (80%) of the cost of the television inspection including the use of RENTON's television inspection equipment, staff, and any required equipment or methodology for reducing flow in the interceptor to allow proper visual inspection. RENTON will invoice SOOS CREEK at the conclusion of the inspection. 4. Obligations Intact. Nothing herein shall be construed to alter the rights, responsibilities, liabilities, or obligations of either RENTON or SODS CREEK regarding provisions of sanitary sewer services to their customers pursuant to any agreements previously executed by the parties, except as specifically set forth herein. DATED this day of , 20 Authorized by Resolution No. of the City Council of the City of Renton, Washington, at its regular meeting held on day of , 20 CITY OF RENTON Denis Law, Mayor ATTEST: Date Bonnie I. Walton, City Clerk Date APPROVED AS TO LEGAL FORM: Lawrence J. Warren, City Attorney Approved by Resolution No. 3271-S of the Board of Commissioners of SOOS CREEK WATER AND SEWER DISTRICT of King County, Washington, adopted at its regular meeting held on the 5th day of January, 2011. SOO EK WATER ND SEWER DISTRICT It_ Ron Speer, District Manger te• R_,,B E t-1 E,,t T - A..-7= �) 77IIS AGREEiICN.T, .Made aitd entered into. this 2.7°t7i day of` i+larch 164 b. ; .y and between :CASCADE SE+iER :pISTRCT- a..iitiiciiial corporation .of the Statc:,of 4ashii OR";.,here naftor, called "bhStkz ^t ' fi ICT .,. Viand :ffie CITY ;OF REN:TON, a• municipal corpo A Oil of ilYe` State a ::ashirigton -hereinafter callcii i!' I T N E _S .S) ..T lt: UTAT XIEREAS, the District and the city are situated contiguously in Ming County, State of 'fishin:gton, and i71EREAS,, the District lid s prepared construction Plans and:cal-led for contract bids for c.oirstruction of an interceptor sewer line to extend from the nres'ent sewer system operated.gy the .:District, within its boundaries, and .to run through certain. portions:.of 'City to collection trunk seine .lines constructed by the 1funiciP41ity of Metropo `itan 5.eatt]e.; and '.'8lEREAS, certain areas hereinafter described situated within the boundaries' of the City May also be served byuse of said interceptor line, thereby eliminating the necessity of the City constructing such trunk facilities, and 1RIEREAS, the District is willing and able to construct and nay for the l � costs of said line and the City is willing and desirous to reimburse the District for an agreed upon portion of .said construction costs, according to the terms and conditions hereinafter set forth. NOW, THEREFORE, IT IS HEREBY FHMALLY COVENANTED AND AGREED by and bettreen the parties hereto, as follows: I. That the entire, construction cost of said intercentor line, according to the engineering plans therefor, heretofore prepared by the -District and approved by the City, shall be paid by the District. 2. That said line shall be constructed through and across certain areas within the City of Renton, King County, ;:ashington, described.as follows: This following description located in 'Ung County, .dashington, described the centerline route of the proposed InterceDtor Sewer from its point of discharge, into the .Trunk Sewers of the Aimicipality of Metropolitan. Seattle to the Southerly line of the Seattle Cedar River pipe line right - of --:way, which is also the city limits of Renton: Beginning at the intersection of the North line of the NE 1/4 of Section 21, Township 23 North, Range 5 East :;.M., and the Northwesterly margin Of the City of Seattle's Mercer Island pineline R/;:, said intersection also being North 89000124" Hest 1112.45 feet from the Northeast corner of said Sec. 21; thence 'South 28023'54" :Vest along said Northwesterly margin 1,008.02 feet; thence South 61036106" East pernendicular to said Northwesterly margin 5.00 feet to the true point of beginning; also being existing Metro N.H. R-10-33; -i- (i.) T1."ce:South 28°33!54" Yest 913.-00.feet;. (2) Thence South 8b4':09" hest 84;50, feet; (3) Thence; -North 32001' 11" '' est 133..,00. feet; (.4) Thence Yorth 8Q415' 03" :lest 1, 213 76` feet; (5) Thence South 14,13142" ;Jest 321 90 feet; —/ (G), .Thence. Soutih .56, 27:!S7" 1`est 428 �2. feet_; (7) Thence:South 72°AO°S2'h'4" FYest (.8), Tt enee So itYi 34�42" 14es.t 282:z20 feet~ .. F.. 1. (9). Ih- S,qutfi 4$° 8' 23:" Test 39 : qQ:. fe'et:; (10). Thence South T4o26.1WI k7est 54 U8 €eet (ll) Th ;ce S;O h 41`°5%'3.T! ;East 742 0 0' (12) Thence South 4To41'00!' Eastb2 73 feet;. (13), Theence :5oeith IZ°2b�"5:4" :-aes-t 603:: `_93 feet; (14) Theence South i1 :U3':0.8" '.'lest .104i0.0 fe8,t: The entire route of the interceptor sewer within-he:City of Renton, the centerline of wtaceti .i5.described above, 'is .located on easements except the fohloiling,:+which are -on Public..Rght of May: City of Renton streets,; The most Southwesterly 105;00 feet of Course (9); All of gcw-5e .::l0. ; The mosi.Norifi;6sterly 37.49 feet of Course .(11). The City shall grant to: the District a permit for the construction, operation and maintenance of said line, subject to the.terms and conditions of this Agreement. 3. That said line shall be used,. operated and maintained by the District and by the City for service of their present and future customers for ^� transferring sewage collected by the District and by the City within their respective territories for delivery to the Metro trunk line and no payment or service charge therefor shall be required by•either of these partiesone to the other for the privilege of such use, other than as hereinafter set forth herein for reimbursement of construction costs, maintenance and repairs. 4. That the City shall have the right to authorize connections to said line by property owners of property. situated within the boundaries of the City of Renton, King County, Mashington,-described as follows: That portion of Sec. 21, Township 23 North, Range 5 East 1I.M. lying South of the Cedar River and North of the South line -of the Seattle Cedar River Pipeline R/IV, except the East 1/2 of Southeast-1/4 and except the Southeast 1/4 of northeast 1/4 of said Section 21; Also, that portion of the Easterly 1/2 of Sec. 70, Township 23 North, Range 5 East W.M. from which the sanitary. sewage is carried Easterly or Southeasterly in the future across 116th Ave. S.E_ and into said Sec. 21 or into Sec. 28, Township 23 north, Range 5 East W.M. under such terms and conditions as the City may establish for making such connec- tions. The City shall also have the right to authorize connections to said line ! by property owners of property which may hereafter annex .to the' City, under the same terms and conditions as provided herein for properties now situated within the boundaries of the City. -2- S. No person, firm or corporation shall be granted a permit, or be author- �l ized to tap iritiq;;`hook onto, or use said seiner interceptor line, has,hereip'kb described, d'urng.;a .period of thirty (3Q) years .from date hereof.wttiQtit 'first paying unto the. , ' is addition to any.•and: all othercosts and charges ma de .'or assessed for Su 1 hookup; .tap, or use; an, amount. A -not . less than. $.013 per square foot of area inciuded in;,any such psoi 6Aies;fur 41 �h .connections are allow,ed..by .the City. All amounts reeeiv.ed by thb City sdiall be Maid out by it unto fhe District under the teams of this Agreement within sixty (60) days after receipt thereof. Piirthermb e, in case any tap, hookup, or connection ismade into any such inteiCd4tof.sewer, without such payment first having -been made as hereinabove set forth, the City Council of the City of .Renton may remove, or cause to be removed,.such unauthorized tap, hookup, -or connection, and all connecting tile or pipe located in the facil� ght-of-way, aad dispose of unauthorized materials so removed, without any liability whatsoever to any party, It is expressly understood that the aforesaid_minimum charge per square foot, (based on the provisions of R.C.11. 35.92.025),shall not prevent the City from adding or imposing such other reasonable charge for collection and bookkeeping services, including taxes, if any, that may reasonably be incurred by the City, in providing for the collection service herein undertaken for and on behalf of the District; it being stipulated that the aforesaid per square foot rate is solely a method of measurement of the.amounts..due and owing to -the District .for _properties. allowed to connect and use said interceptor line facility. 6. That as between these parties, it is stipulated -that the proportionate share of costs of said interceptor line, as located within the boundaries of the City, is approximately $60,000.00 and that it is the District's intent to be reimbursed by the abutting property owners for such costs. It is expressly agreed and covenanted byand between the parties that the City does in no way warrant payment of any such sum, or sums, during the life of this Agreement, and that the City's obligation hereunder shall be limited solely and exclusively to the collec- tion of charges, asabove stated, from property owners who wish to hook up and connect to said interceptor sewer trunk line. No interest shall be charged the City upon such sum, or any other sum, bythe District, and the City's agency for collection purposes on behalf of the District shall not impose in any way any liability or other costs upon the City, and the District hereby agrees to hold the City harmless from any liability relating to the costs of installation, of the District'sbonded indebtedness in connection therewith. -3- 7. That: maintenance.cos.ts,, repairs?-,aiid`operation neces's..ar ly incurred . for ,said interceptor .line .within tlie•.boundaries of the City..stiaY°l .be ba zie on. a r0 03�LlOnateb .- :.. - P R_:.5,. o-. a$is deteria ned :on the sasia ratio. as the number ofr`users served by the District bears. Jthe ibamber= of users served by' theaC:ity ;ussiig sa d inter= ceptox Ririe,. Damago $o. said _interceptor Tine whi'eh.: may =b'e causedby.$tie rieplipence of eit* these °parties, their-`asentsA-or :assagns„ shall be;:repaired: bx tli'e responsible party_ '8`. That. ownership of said line shall remain in the District until the expiration of a period of thirty (3Q) years.:: from date: hereof -or payment in full of the present bonded indebtedness of the District or subs. bonded indebtedness incurred. -for the purpose of refinancg thereof shall have been paid•in:full, trhichever went sha 3 come first, or:." otherwise .provided. by. la-_ Tn.ereafter, the City. shall -be unider no further obligation to collect or remit `any other or furthet,tums to the District as reimbursement for construction costs and owner- ship o:Fsaid line shall be jointly vested in the Distract and the :City, with full and complete right of use thereof allowed to each party and with expenses of maintenance thereof continued upon the same proportionate basis as hereinabove set forth. 9. In the event said line shall become inadequate to serve the entire area lying within the District and the City, preference shall be given to the District and its users and the City shall, as additional lines become available,. divert sewage collected within the -District into parallel and additional trunk lines, which it is contemplated would then be available as lines necessarily constructed in development of said properties to such extent. IN "WITNESS WHEREOF, the parties hereto. have set.. their.. hands .and. seals -this 27thday of Parch, 1964. Attest: CK By: By: CITY OF ENTON , By: Hayor City Clerk -4- tIIT'NESS Ay: handand official seal hereto. affixed the day anal year in this certificate above`written. Not'ary:'Eutil':e';n:`an '' or'the "Sttate of hirigton.resding.at Renton STATE OF WASHINGrON COUNTS( QF KING }. . On this �� .flay of, , 1964, before 'me the:.undersigned, a Notary Public in sa 0!r the," a '. hingion, duly commissioned and sworn, Personally,$pl>eaied-:.•,_d I°IEikIIE,NEISON, to me Imoian to be the Flayar and City Cle T; respectively, of THE CITY W REWON, a muititipal corporation of theSCate of t9ashington, the corporation that executed the foregoaig instrument and aciaioirledged .the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the, said instrument and that. -the seal affixed -is the -corporate seal of said corporation. VITNESS my hand and official seal hereto affixed the day and year in this certificate above written. Notary -public in and for the State of Washington, residing at Renton -5- RATIFI.CATI9iJ. (jF."AGIiG$tlENf The undersigned, being.. -the ::pxancpa3 owners ofproperties . hereinabove-described, situated within th`e:bound:aries of the City of Renton., in.cons id°i*ion and remenitiop.:of the:ob_ligations incurred by the City of.Menton under the terms and conditions of the foregoing Agreement, do hereby ratify and acknowledge the obligations thereof to the extent _that said Agreement affects o- read prorierty hereinabove described. Tie do hereby acknowledge upon behalf of ourselves, our heirs, executors and assigns that none of our said properties may be connected to the sewer .trunk main being constructed by Cascade Sewer District until payment has been made to the City of Renton of such connection and hook-up fees. as may be established by the City, which amount will include the $.013 obligation of the City to the District as hereinabove described. DATED this � day of March, 1964. VIKING I'dVESTPENT CO ORATION . j '- 1 BY: A, TO . 1 1� ARNE G. GOEDECKE, in i Ily.and as Attorney -in -Fact for Louise 11. Goedecke, his wife -6- OF �FIIN N _j .id STATE OF WASHINGTON ) COW11 OF.KING Oii this day of March 1964, 64, before me, the undersigned, a Notary Public in and for the.-St:a'te of 14ashington, duly, commissioned and sworn, personally appeared ARNE GOEDECKE, Individually a'nd'as Attorney - in -Fact for Louise 11. Goedecke;..*his wife, tome known to be the individual that executed the foregoing.in' strument-endz --acknowledged. -the:-,said. instru ment to be his free and voluntary act and deed, for the uses and purposes therein mentioned, ;1ITNESS my hand and official seal hereto affixed -the. day and year in this certificate above written. Notary Public —in arld—fdr thdto Of Washington, residing at -7- RES.OLU-I 4Z H.Q. l:Zj WHEREAS THE CASCADE SEER DISTRICT, ,.a municipal corporation, hereinafter referred to as 'DISTRICT", has heretofore made appl ication to the CITY OF RENTON, a city of the second class under the laws and statutes of 'the State of Washington, hereinafter refer- red to as "CITY"., to use certain street right of ways for the construction, installation and maintenance -of a certain interceptor sewer line which line extends from the DIS- TRICT'S present sewer system, through portions of the CITY OF RE14TON and connects to the sewer system of the h�unicipality of Metropolitan Seattle, and WHEREAS it is deemed advisable and of public benefit to provide for the connection and hookup of properties located within the CITY to said interceptor sewer to be constructed at the sole cost and expense of DISTRICTrand WHERK?S DISTRICT, CITY and certain affected property owners whose properties lie within the CITY have heretofore agreed to. enter into a certain Agreement, pursuant to which CITY would collect for and on behalf of DISTRICT, certain hookup charges front anj and all property owners desiring to hookup to such interceptor line., without any liability whatever on the part of the CITY for such line except as to CITY'S obligation to remit funds unto the DISTRICT so collected from abutting owners desiring to tap on- to such line, and said Agreement being reasonable and proper and in the public interest, NOW THEREFORE, BE IT RESOLVED BY THE MAYOR AND THE CITY COUNCIL OF THE CITY OF REVrON AS FOLLOUS: SECTION I. All the- aforesaid recitals and findings are hereby determined to be true and correct in all respects. SECTION II: The Mayor and the City Clerk are hereby authorized and directed to execute, on behalf of CITY, that certain Agreement between DISTRICT and CITY dated March ._'i , 1964, a copy thereof being attached hereto, labeled Exhibit "A" and by reference incorporated herein as if fully set forth. The Mayor and City Clerk are fur- ther, authorized and directed to issue such permits for the construction and installation of said interceptor line within and under. the CITY'S streets as specified in the afore- and as determined and approved b y the CITY'S Engineer. Such Agreement, upon execution by all the parties thereto, shall then be recorded in the Office of the King Count; Auditor at the expense of DISTRICT, and copies. thereof furnished unto the owners of property located within the CITY and abutting upon said interceptor sewer line hereinabove referred to. PASSED BY THE CITY COUNCIL this 2nd day of lurch, 1964. f . He mie Nelson, City C er / �• i , APPROVED BY THE M�9YOR this 2nd day of March, 1964. ' 1 - . /` ! APPROVED AS TO FORM: AJG7�r' Frank Aliment, Mayor _ ellan, City Attorney Upstream Downstream Sched Manhole Depth Visual Inspection Notes Manhole Pipe Size Pipe Type A 5321-009 7.000 Moderate to Heavy Corrosion - No Visible I & 1 5321-008 20" Concrete A 5321-010 9.000 Heavy Corrosion - No Visible I & 1 5321-009 20" Concrete A 5321-011 15.250 Heavy Corrosion - No Visible I & 1 5321-010 18" Concrete A 5321-012 Heavy Corrosion - No Visible I & 1 (18" PVC Drop Bowl) 5321-011 24" Concrete A 5321-013 A' Co New Manhole - No Visible I & 1 _ 5321-012 24" PVC A 5321-014-w fr`n� Minor Corrosion - Root Intrusion - Prob above ground water 5321-013 14" CIP A 5321-015 23.000 No or Minor Corrosion - No Visible I & 1 5321-014 18" Concrete B 5321-029 14.583 Minor Corrosion - No Visible I & 1 5321-028 24" Concrete B 5321-030 8.833 Minor Corrosion - No Visible & I 5321-029 8" Concrete B B X 5321-031 5321-034 5321-004 -I 8.833 Minor Corrosion - No Visible I & 1 8.750 Moderate to Heavy Corrosion:- No Visible I & 1 5321-030 5321-031 5321-OOX 8" 8" . 14" Concrete Concrete CIP/DIP .. X 5321-005 5321-004 .14" CIP/DIP_ . X 5321-006 13.000 5321-005 14" CIP/DIP } X X 5321-007 , 5321-008 7.000 7.000 5321-006 5321-007. 14" 20" CIP/DIP •' Concrete j X 5321=.00X Metro 14" CIP/DIP . E i X .53217016 20'.750 5321-015 24" Concrete r X X 5321-023. 5321-024 ? 20.000 5321-016 5321 023- 24" 24"� Concrete .. .� . Concrete .. '. X:. 5321-028 14.667 ' '. = . 5321-024. 24" Concrete X . , 5321-055 11.333 5321-OXX 24" Concrete. X i° X. ' •5321-055A ` , 5321-0XX' - 12.000 ? 5321-055. 5321-029' 24" 24" Concrete.., , .Concrete ,, : ,X . ` 5321-112 25.333 l & 1 in manhole 5321-113 : 24" Concrete 5321-`113 19.667 I & I in manhole ' 5321-114 2411, Concrete , I X f . X 532.1-114 5321 115 19.167 I & I in manhole 20.083 —~� 5321-115 5321 155A 24". 24" Concrete` .Concrete '^! X 5321=1.16 19.333 8:';nsideo�op 5321=112 24"., Concrete 4I 5321 117 20.000 r 53-21 116 24" ee ;C,otX .r- ''X . .. `5321'1,11818:417 ?.4 ! ,•;. 53211 4" -' Co rete „