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Arrangements need to be made to fully cycle both - gates in presence during the next maintenance inspection The face and groins of the dam were dry. The five drain outfalls at the toe are still well?marked, and all five appeared to be flowing. The separate drain outfalls cannot be read individually, but there are two 90? v-notch weirs at the toe, which were read during the inspection as follows: Weir A (QC?degree v-notch): rea- or ~6 gpm. Weir (90~degree v-notch): rea_ or ~3 gpm. Seepage conditions at the dam were judged to be normal. Instrumentation at this dam consists of two open-well piezometers, two seepage weirs, and an array of survey monuments along the crest of the embankment and the spillway wall. The most recent submittal was dated February 23, 2014, and was reviewed in our 8/8/2014 inspection report. No concerning anomalies or irregularities were noted in the data. The instrumentation report for calendar year 2014 is past due. Sheet 2 of 4 .. wwagzw mg. Gm. 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J?i?iuafy' 3?5 2555 Iii?: AT 553 addendum {Apart we 3T: LLIT iejiiLT iLiiLTLh' 2555-555? T555655: inLTi piss-TL, may Waisii. dLiL 'i'LbTiiLT ALTA: ALL. MALTA LiiQiTiiy Award The. i5: LLnLitiLi-i iiL Lig?i-iL (Iii 1552555in LT The: Ti 3353:: Long 5051 faces remains iI Laurie LTTL 525:: trees 5L5 555i: maLi'L ii-TL Linc-LL The LIST ii'iLLiLLiiLTi LLTL {mi LiLiTg .ii?iE-A' 553555555 was 'i-iiL 9:755:55 Li: Lit; 55:55 {if {55: Liam Li i553- i T155: be iiTiiTiiTiir'Li TOLL-TASTE activity TALL: ?g?i?r?ay The Tighi and IiLii Linda ?iini?O?Ci?i beginning Lemme 5:555: LiLifeTci with: 555' gram-h, i TLquLLiLci i555 be removed. 51509555553 Lime Tame} Li'iuie: iniiLi i i551 wLiiLiTiL. LIL-rig The weir- T55 1595?: 55515.55: Liaii The LiTLiLiiTi LTici The. Li the: 59m: 55-55:: 5555 5555353 TypiLLi :Liig. Lima-Tim; LiiLi. Lit-Li Ting TALL (1555*de ALLA ?555; Li: i555 5555' Ci-iLTTiiL?i MT by TI, 3% {mama 5L3 ?3 5'5 5?5 V83 33 Date-mi ingp?g?tign 5: ii 1? if DWR i?LLi TALL. . Sheet; ,miw Li A INSPECTION I DAM AND RESERVOIR IN STATUS Name of Dam Big Creek Dam No. 557 Date of Inspection 7/ 24/201 4 Observations and Comments Seepage Moffitt assured me during the inspection that the channel is walked annually and the weep?holes are cleared and the vegetation and debris are removed. No significant spalling was observed. The owner was in the process of clearing vegetation along the outer spiliway walls, as requested during the last inspection. Vegetation midway along the outer right wall still requires removal. Arrangements need to be made to safely access the spiliway channel during the next inspection. . The gates were fully exercised in our presence on 11/14/2012, with no reported problems. The owner reportedly last fully exercised the gates in February 2014. The concrete impact basin at the terminus was in satisfactory condition with no significant cracking or spalling observed. The_ outlet pipe was fully inspected by DSOD on 11/14/2012, and found to be in satisfactory condition. The next inspection should be scheduled in 2017. No seepage was observed on the face or groins of the darn. Seepage observed along the toe of the dam discharges from 5 drain pipes. Total seepage from the drain pipes is measured at Weir B. Weir A measures cumulative seepage collected from Weir and flows emanating around and from the outlet discharge. The following weir readings were taken during this inspec?on: Weir A: 0.13? gpm) Weir B: 0.11? gpm) These seepage conditions are considered normal. Seepage was again observed emanating from the invert of the spiliway channel. Minimal live flows were observed. This condition is considered normal and appears unchanged when compared with past inspection photos. Instrumentation at this dam consists of two open weil?piezometers, two seepage 'weirs, and an array of survey monuments along the crest and walls. The most recent submittal was received with a cover letter dated February 23, 2014, covering calendar year 2013. Seepage Weirs: Seepage data is presented from October 2012 to September 2013. Weir A ranged from approximately 7 to 15 gpm, while the reservoir was not spilling. Weir ranged from approximately 3 to 10 gpm, also while the reservoir was not spilling. These seepage rates appear normal when compared with our past inspection data. During reservoir spills, data peaked at approximately 25 for both weirs. Spillway flows may impact weir flows; this needs to be discussed in the engineer?s evaluation of the next instrumentation report. In our letter dated March 20, 2014, we accepted the owner?s proposal for additional time to submit long-term seepage plots. We requested the owner submit an addendum report by June 30, 2014. The addendum report has yet to be received. Survey Monuments: Ten monuments are located along the crest of the dam and are surveyed annually for horizontal and vertical control. Surveys began in the early 19703. Since 1971, the dam has shown a slight trend. The maximum cumulative movement since this time is Sheet 2 of 4 INSPECTION I DAM AND RESERVOIR IN STATUS Name of Dam Big Creek Dam No. 557 Date of inspection 7/ 24/ 201 4 Observations and Comments equal tc- Since 2000, the horizontal movements have been stable, oscillating within 0.02- feet. The maximum settlement since 1970, measures approximatel_ at station 7+50 located at the west end of the darn. This station has shown the greatest settiement; however, minimal movement has been measured since 1995. Gradual settlement, since 1970, has been measured along the remaining monuments ranging from 0 t- Movements within the last year have been minimal, less than or equal t_ The horizontal and vertical displacements display no concerning trends at this time. The spillway walls have four established monitoring points. The surveyors report, included with the instrumentation s'ubmittal, reports no significant changes. A plot of the data was not included with this submittal. Long-term movement plots for the spillway monitoring points need to be inciuded in future submittals. Piezometers: The open-well piezometer data was not included with this instrumentation report. Past reports have indicated that both piezometers are historically dry. Tabular data showing the piezometers are dry need to be included in future instrumentation submittals. The data does not indicate any usual conditions at the dam, and no additional instrumentation is deemed necessary at this time. As stated in our letter dated March 20, 2014, we accepted the owner?s proposal for additional time to submit long?term seepage plots. We requested the owner submit an addendum report by June 30, 2014. The addendum report has yet to be received. spoke with the owner?s consultant, Mr. Mike Horvath, via telephone on 9/9/2014, regarding the latest submittal. Mr. Horvath agreed to submit a new instrumentation report in lieu of the addendum report by 1/31/2015, which will include long?term seepage plots, spillway wali monument data plots, and tabular data showing piezometer readings are dry. The next submittal must aiso address whether reservoir spills impact the weir readings. Sheet 3 of 4 szmum??mux. 9.2% ?mm. 223$. ?aws,? mam 0242mm . . 22.3.20. mam . wmm?mm? .. 222%. @332 ?Wm? 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The 11818 31.183131232133111 831313118'318 3313183331188. 1231. 31-1.; 3 5181-11 . E: 3,3 3,318.3 I: '3 '33 3:33.31; 3 :33 131131831811:- 1133- 3311183188 11111" {3111118131161 .3183 .11 11.33313. I I I 1188123333 - 3113133 111311 3311.1. 3331111311 .81111311-I .3 85; 3 -. INSPECTION OF Di. . AND RESERVOIR IN Name of Dam Big Creek . Dam No. 557 Date of Inspection 1/21/2014 Observations and Comments Seepage No seepage was observed on the face or groins of the dam. Seepage along the toe of the dam discharges from 5 drains and is measured at Weir B. Weir A measures cumulative seepage collected from Weir and flows emanating around and from the outlet discharge. The following weir readings were measured during this inspection: Weir A: 0.14? gpm) Weir B: 0.1? gpm) These seepage conditions are considered normal. Additionally, the spillway invert was observed to be wet with minimal live flows. This appears to be a longstanding condition when referencing past inspection photos. All seepage conditions are judged to be normal at this time. Instrumentation at this dam consists of two open-well piezometers, two seepage weirs, and an array of survey monuments along the crest and spillway wall. The most recent submittal of instrumentation data was received by our office on February 28, 2012, and reviewed in the 11/14/2012 inspection report. The report states that the data did not indicate any unusual conditions at the dam and requested long?term time plots for seepage weir data. The current instrumentation network is judged to be adequate. The current instrumentation report is overdue. Mr. Horvath, the owner?s consultant, informed me during the inspection that he is currently working on the latest submittal. Instrumentation submittals need to be submitted annually in the future. Sheet 2 of 3 Q. a wig. Mm a mag. gaw? Ema. mam GEEK. . Emma Z9 .mmw mam cw Magma?? ?m?mc? 7 gm?mm. saggy; STATE- .011 EAEEQEMA . 11A1A 121111131. .- W: EEWPAE .1 AAEET 01? 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(3 -. 2' UF DAM AND RESERVOIR IN STATUS Name of Dam Big Creek Dam No. 557 Date of Inspection 1 1/14/2012 Observations and Comments Seepage The face and groins of the dam were dry. The five drain outfalls at the toe are still well-marked, and all five were flowing, as usual. The separate drain outfails cannot be read individually, but there are two 90? v-notch weirs at the toe. Weir A: was completely dry on this date, as the upstream channel had been pumped dry to provide me with access to the outlet conduit. Weir B: reac?, or ~6 gpm. Seepage conditions at the dam were judged to be normal. Instrumentation at this dam consists of two open-well piezometers, two seepage weirs, and an array of survey monuments at the crest of the embankment and spillway wall. The most recent submittal of instrumentation data was received by our office on February 28, 2012. Following is my review of that data. 3 (D In!- l. Piezometers The open-well piezometers have not been read or recorded for many years. According to the owner?s consultant, this is because both wells have historically been dry. in his response to our comments on previous instrumentation submittals, the consultant has noted that future submittals will incorporate well measurements. Seepage Wetrs Only data from the current year was included in this instrumentation report. Between October 2010 and September 2011, Weir averaged ~22 gpm, and peaked at ~245 gpm. During the same time period, Weir averaged ~16 and peaked at ~145 gpm. These peak readings (and other high?flow readings) were taken during heavy rainfall events in winter and spring, according to a rainfall graph included with the owner's instrumentation submittal. All unusually high readings in 2010?2011 can be attributed to runoff. Normal readings at both weirs remained near average values throughout the year. The owner?s consultant also included long term data for Weir in the form of annual letters from the owner?s surveyor. He noted that this data had only recently been obtained at the time of submittal, and indicated that it would be reviewed and included in future submittals. Survey Monuments Horizontal and vertical displacement continue to follow gradual and settling trends. Maximum horizontal displacement since 1969 was_ at Station 11+50. Maximum settlement since 1969 wa- at Station 7+50. Horizontal and vertical movements since 2010 are all within a couple of hundredths. The data does not indicate any unusual conditions at the darn. Long-term time plots for seepage weir data are still needed. The owner has received thiS-data, and it will be reviewed and included in the next annual instrumentation submittal, per the owner?s consultant. The current instrumentation network is judged to be adequate. Sheet 2 of 6 .?mwm?mgm 5% ?g my? Mam m??m Emma 959.3 mwm? $.wame :33 20.. man? Emma .99 vamnmg. .9 Jaw; . . .H. 3.44 J?w/f . Izmm?awyn/J/ 7. f/f/N?f/xfWE. .13.. If. . U). J. an?. 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