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CT 76-15; PALISADES POINT; WATER SYSTEM ANALYSIS; 1977-11-04
:1 I I I I I I I I. I ,I I :1 '1 '1 rl ; 1 . 1 I· -~1 r-----~------------~~~--- . ·1 I HATER SYSTEM ANALYSIS CARLSBAD PALIDADES NOVEMBER 4J 1977 ~~] I I I I I' I . 1 I ·1 I .1 I I I I I ·1 I: ® SOLlie El7C]Ineer/rlCJ COI"(.XJI'at/on consultlnQ enQln~ers I arcnltects 4525 Mission Gorge Place San Diego, California '92120 CA roUGLASS OOlj'IHWEST CDRP. Attention Mr. Michael Roston 4600 Palisades Drive carlsbad, California 92008 _ Carlsbad Palisades Water System Analysis 714 / 283-5481 Novecrb~r 4, 1977 In accordance with your authorization of· March 28, 1977, we have perfonred -the water' system analysis for the proposed revised development, Carlsbad Palisades, in the City of Caxlsbad, California . Analyses were.run for .. each of the following conditions, adjusting pipe sizes until the requi.red condit-ions were reasonabJy rret or where e:hi:ernaJ. 'water supply prublems controlled: 1. Peak hour demand :In Carlsbad Palisades. 2. MaxirrruIn day demand in Carlsbad Palisades, plus 1750 gpm residential c. -fire, in the single family residential area. . . ,. 3. Maximum day demand in Carlsbad Palisades; plus 3000 gpm residential fire in the: multiple family residential area. The controlling paramaters 1JSed in the analyses are as discussed in the confer- en(,BS with the City. of Carlsbad and sumnarized in our Conference Merroranda dated April 15, 1977 and Septerrber 28, 1977, copies of which are included in Appendix A hereto. The basic criteria presented in. the Boyle Engineering Cbrporation rep:>rt dated Novenber 25, 1974 on Carlsbad Palisades Water System has been up-dated and oodified to represent current conditions and the restrictions imposed by the City as smrrnarized in the above-mentioned Cbnferenoa Memoranda. "" " The enclosed map shows the water system with points (nodes) and pipes identified . by code numbers, together with the final pipe sizes selected. 'The enclO$ed" selected computer runs represent "the corresponding runs for the design conditions. They· relate to the node and pipe code nurrbers shown on the map." The map shows the assumed limits of single family residential and the existing rflUltiple family residential zones. The multiple family residential RTea in Carlsbad Palisades is served by another water system for domestic demand purposes. No allowance has been made for those dOIrestic demands in sizing the system covered by this study. However, this study does assUllE that fire demand in that separate area will be reinforced by the study system. I I I I I I I I I I .. ' I .. 1 I I fl 11 ! I ~I ~I . DESIGN CRI'I'ERIA " ~ The following design criteria has been employed: Hazen-Williams coefficient, C = 140 Desired maximum velocity, V = 8 fps for 8-inch and smaller pipelines, except 10 fps for fire demand. Desired maximum headloss, HL = 5/,1000 feet for 12-·inch and larger pipelines, except in immediate vicinity of fire demand. Ibmestic Demand: 'Average = 200 gpcd x 3.5 people/unit. Maximum Day Demand = 2.0 x Average Peak Hour Demand = 4.0 x Average Irrigation D3I.l1and: 1-1/2 inches of precipitatiori per week on irrigated area, . applied in 6 hours/day, 5 days jweek = approxinlately 22.6 gpmj Acre. low Pressure Water System Demand: D:>mestic demand of 175 gpm (Average) for 10" PRY near Kelly Drive (NODE 4) Fire Demand: Singl~ Family P~sidential -1750 gpm Multiple Family Re$idential -3000 gpm Skyline Reservoir Demand: For all normal conditions, except fire, 2000 gpm shall be allowed to flow to Skyline Reservoir via NODE 17. \ Minimum Pressures in Water Mains: 40 psi, except 20 psi in the general area for fire conditions. SOURCES OF WATER SUPPLY Water supply to the study area is as follows: - 2 - ~ I I I I I I I I I I I I I I I I I I - Source 1. Ci ty established hypothetical reservoir (NOPE 4~) reflecting approximately the Ellery Reservoir Pun:p Station "pump-required" pressure - of 37 psi and its corresponding HGL of 415 feet .above sea level, delivering through 6750 feet of 10-inch pipe to the intersection of Skyline and Tamarack. (Refer to BEC Novenber 1974 report.) Source 2 ~ (Kelly Drive Source). City established hypothetical reservoir (NODE 1) at HGL 516 MWL delIvering through 20,000 feet of l4-inch pipe to - the l4-inch Pressure Reducing and Bach.-pressure Sustaining Station (Kelly -- Drive PBS) (NODE 2) on CarlSbad Municipal Water District s'upply line near El Camino .Real at Kelly Drive. This station regulates downstream pressure·' to 160 psi (HGL 413), except when the upstream pressure in the (MID system falls beloW approximately 175 psi, whereupon the source is restricted by the pressure sustaining feature of the station. 'Hence, maximum flbW from the hypothetical reservoir at NODE 1 is 1908 gpm to still provide 175 psi upstream of the PRS at IDDE2. This is a severe limitation. Source 3. For fire floW only, the City will permit allowing contribution from the 8-inch water main $Y$tem at Trieste Drive and Tamarack. For the purpose of this study, the Trieste Drive system is assurred to connect to the hypothetical reservoir system, Source 1 \above, at NODE 44, and is assumed to serve generally. single family residences, one per each lot. SPECIAL RE3TRICI'ION '~For c.iIe purpose of this study, the City will Iiot permit the existing 10-12 ". inch pipeline loop from Tamarack and Skyline (NODE 42) ·to Avila and Neblina (I\DDE 16) to. be utilized to suppOrt the Carlsbad Palisades w~ter system. ., However, this restriction will be relaxed for checking the ability to deliver: fire demand under the adverse condition ,men' Source 2 {Kelly pI-ive'Source) .is not available due to low pressure .in the OJWD system. S~LlNE RESERVOIR PRESSURE BEOUCING STATIOO Skyline Reservoir is too .. low to be a source of water supply for Carlsbad Palisades study system. In fact, 'under nonnal conditions, water will flow through the study area to the Skyline Reservoir. (See D:isign Criteria above.) In so doing, it passes through. a pressure reducing station at tbe, reservoir site. That station has a backpressure sustaining feature which is set to maintain approximately 40 psi (HGL 393) in the 'existing mains in' a high areaalon,g Skyiine Drive nea;r:-McArthur Avenue (NODE 41). ' Whem the pressUre (HGL) upstream of the Skyline Reservoir PRSdrops below 393, the· fla.v through the PRS is reduced and will be stopped entirely under continuing 100 pressure condi'~io:ns, such as during a 3000. gpm Fire Demand or Peak Rour . Demand in Carlsbad Palisades. _., ,-~-~ ----. -' '-- ----~------------- 3 I I' I 1 I I I I I I I I ·1 1 ,I :1 , ;1 il I' CD1vlPUTER RUNS (See Appendix B) Selected 'computer runs representing fire and peak demand Conditions are included in this_report for ~e~~~~ce. 3000 GB~ Fire In The Multiple Family Residential Area 'Ihi~ coriputer run is for a 3000 gpni fire condition at NODE 32 in existing Palisades Drive in addition to Maximum Day Demand.' I t is ass~d that Sources '1, 2 and ,3 are available to deliver water to the system. Source 2, (Kelly Dri v~ Source) input is limited to 1908 gpm to prevent pressure sust aining feature at the Kelly 'Drive PRS from shutting off the supply, as eXplained:: under "Water Supply". The lo.vest resulting pressures in the mains under this condition are 12...~i ,at N~-:_4~Lano._l8 __ p§.:1_J?,.t.--NODE 41, . both ,on Skyline Drive in the existingCity mains. These are below the 20 psi minimum pressure desired for this fire condition. However, these pressures are based on, the Ellery Ptrrnping Station discharge pressure of 37 psi, the minimum available. should the pumps be operating near the "pmnp-off" pressure of 55 psi, pressures of 30 psi and 36 psi respectively will be experienced at. NODES 43 and 41. Adverse O:>ndition Fire Flow in the Multiple Family Residential 'Area , .:' ~ In order to detennine the magnitude of fire flo.'I whiCh can be provided at . NODE 32 under very adverse conditions, it is assurred that the Kelly -Drl.~~:LPRS on the Source' 2 : deli very line, is closed due to low, pressure in the 01WD---- system, an'd tnat the loop on Sh-yline Drive between Tamarack' and Avila and Neblina is available as part of the w~ter system. The included computer run indicates that a fire, flow of approximately 750 gpm can be delivered at NOD~ 32 in Palisades Drive with Maximum Day Demand Occurring in the area at a minimum pressure of 20 psi on Skyline Drive, near Alder Avenue (NODE 43). As previQusly mentioned, Source 1 is conservatively based on the Ellery Pumping Station "pmnp-on" pressure of 37 psi (HGL 415). Should , , I ( the Ellery Pumping Station be pumping into the system near its "pugp-offll pressure -;. of 55 psi (HGL 457), the, pressure at N9DE 43 would be 38 psi for a :ffre flow of 75Q_gpm at NOPE 32 in Palisades Drive. And at. 20 psi at ~ODE 43,, __ the fire flow could-lJe' increased substantially at 1UDE 32. The City may wish to consider changing the operation of that; puniping station to variable speed, maintaining a constant dis.charge pressure .0fQO, to5S psi. With these higher pressures, the fire flow which can be delivered to roDE 32 in Palisades Dr,ive will be substantially greater, even under adverse supply conditions at Source 2 (Kelly Drive Source). 1750 GEl! Fire in theSipgle Family Residential Area Two computer runs represent nllo separate single family residential fires during ivlaximum Day Demand. One fire is located on Skyview Drive at NODE2L The other - 4 ,1· I I ·1 I I. I I I I I I .1 I' . is located on Terrace Drive near Palisades Drive at NODE 26. For each of these runs it is necessary to limit Source ',2 (Kelly 'Drive PRS) input to v 1908 gpm to prevent the pressure sustaining feature at that PHS from shutting off the source, as explained under "Water Supply". Each run indicates that SO:rD9 f16wactually can be delivered to Sh.-yline Reser- voir under these conditions.-(HGL at NODE 40 j,~ above 393) ~ The additional pressure drop in the system due to such additional flow should berrdnor. Peak Hour fumand Condition 'This run represents the anticipated flows and pressures cOnsistent with the restrictions placed upon the-design. , As with the fire, .conditions, the water supply at Source ,2 is limited to 1908 gpm in order to maintain 175 psi back pressure on the CMWD system. With this severe restriction on 1;;he City source, 2000 gpm could .,6e, delivered to Skyline Reservoir~ but only under very low pressure conditions in the' mains near Skyline Drive (NODES 17 and 41). As previously :rD9ntioned, the PBS: at Skyline Reservoir is being operated by the' City to sustain 40 psi on Sk171ine Drive (NODE 41). Therefore, 2000 gpm caimot be delivered to the Sh.1Tline " P£servoir under-Peak.B:QW" :oemand-'ccmditlon~L with the present npde of operation . . However, a significant flm1; bf. approximately 1150' gpm can be delivered without -~ . the pressure ~pping below ,40 psi at NODES 17 and 41. . ,\ ' roNCLUSICNS . , Tne subdivision water system proposed for Carlsbad Palisades as shown OIl the included map is adequate to rreet the City require:rD9nts. for fire and domestic demand conditions insi"de the subdivision boundaries. However, the supporting City water supply facilities are marginal and do not fully: permit 'meeting all of the City i.rQposed restrictions. \ Notable deficiencies are : 1. Excessive pressure drops on the Skyline Drive ridge for both pe* hour and 3000 gpm 'fire dernan~ds i~ Carlsbad Palisades, and ,probably in other nearby lareas. " 2. Inal:lility to deliver a reliable water supply at Source 2') (Kelly Drive Source). This deficiency also prohibi ts delivering a full 2000 gpm to the Sh."Yline Reservoir under Peak Hour Demand conditions. .-.' 5 - I I I I 'I ,I I I I I I :1 I il tl 'I :1 I , ' Possible solutions to these City problems include: 1. Operate the Ellery Pumping Station at the hiiJ:ler end of the operating pressure range (50 to 55 psi) rather than 37-55 psi. J A variable speed control may be the simplest solution to this problem; ,-----<"' " 2. Hydraulically separate the delivery 'pipeline from Source 2[' (Kelly Drive Source) to Skyline'Reservoir, and construct a booster pumping station at Skyline Reservoir to serve high areas along the Skyline Drive ridge, working together'm,th .. the Ellery Pumping Station, OR Construct a new reservoir near Skyline Drive "and McArthur at ,the same Irean water surface elevation as the Ellery Reservoir. eOI1.sft':"icf boos-fer fJUfl1jP/rlLJ. ~ h'o'1; The City-imposed restrictions on which pipelines are to be' considered: . "available" for support of the Carlsbad Palisades water system, result ;in _ computer runs which do not exactly represent what· really will happen under: field conditions with these lines actually in service. This approach is ,probably conservative for sizing' Carlsbad Palisades pipes, but may hot be so for pressure conditions on the supporting City system. However, pro'Y'i.ded the Skyline Reservoir PBS backpressure sustaining control' is "x, <i'set high enough, this should not be a severe problem. The City's 2000 gpm delivery, requirement to ,the Skyline Reservoir under the Peak Hour Demand condition is unusual. It is possible ,that the reservoir is under-sized for present needs. Hcmever, good water system design practice would not normally require reservoir filling under peak demand conditions. The purpose of reservoir storage ustlally is to assist during peak and eroor- gency conditions.' The~ .city_might, reCOI)..$;ider this restriction and r~uire reseryoir fi ;r!.1!!K __ c_~pab:i~J:t¥ .. 1..!llder Maxinrurn Day J58IP@cf al:tCC ~ess~i-demand condi tions.' " 6 <-• I I· I I I I .1 I I I I I I· I I I I I I -', ..,.. / PPPENDIX A GoNF~RENCE MEMoRANDA I;" ·.1 i I I I I r· I I· 'I I I I I I I I I I .. " ~ ", l 'i Date: Subject: Attendance: '. CONFERENCE MEMORANDUM Apri·l IS, 1977 Carlsbad Palisades Revised Water System (Tract No. 76-15) Tim Flanagan -City of Carlsbad ~an Groth -City of Carlsbad Mike Ruxton -Douglass Southwest Michael Zacharia -Douglass Southwest Chuc~ Leighton -Boyle Engineering Corporation The purpose of the meeting was'. (1) to'obtain from the City~ hydraulic parameters' at the peripheral connection points to the subdivision \'1ater system, and (2) to confirm design criteria and requirements to be used in the hydraulic analysis of the proposed subdivision water system. 1-. ';The basic design criteria used in the 1974 report on Carlsbad paUsades by Boyle Engineering is generally still applicable. References were made to Rick Engineeringts 'conference report dated' November 1, 1974 and City of Carlsbad letter dated November 15, 1974. 2. The hypothetical reservo·; rand 10" pipet ine system supplying \)Iat~r at the intersection of Tamarack and S~yline is still applicable~ .. 3 ... T\-/o·.thou?~nd gpm is to be. del ivered to the City water system in Nebliria Drive for al1 conditions except fire on maximum day in Carlsbad palisades. . . 4. The PRV near Kelly Drive and El Camino Real which feeds the low pressure "system sti1lwi'1) require 700 gpm during peak hour demand cond'itions in Carlsbad Palisades. Thts rel~te~ to an average demand of 175 gpm. s'. A new source of City wa·ter is now available. through an 8-inch main from' the north and east, connecting to Carlsbad Palisades lf/ater system in Tamarack at E·) Camino Real. Tim Flanagan will determine ho~", to establish a hypothetical wat~r system ~elivering water through this 8-inch main to .Carlsbad Palisades~, 6.' A problem:.with ·the water supply assuIlJptions used'in the 1974 study was discussed. We understand the 14-inch valve on the supply line from the CMWD 20-inch main in-El Camino Real is in fact a back 'pressure sustain,ng'valve . . rather. than a pressure reducing valve ."as assurned in the 1974 study., The back ·pressure. susta in i ng valve p'rotects the CM'..lD hydraulic grade 1 irie7 particularly during hot summer months when agricultural demands are high. ,It also reportedly .is subject to closing when large demands such as a fire demand . are experienced in Carlsbad Pal isades. Because this \-Jas intended to be a pdmary supply to the subdivision, the flow available at a fire hydrant is severely reduced by the dosed valve~ continued ••• , . .... ..... -.~ '=-'''-' ='-"= __ ---''--_-.:. ____________ .;.;.. _____________ ....... ...;,·· ____ IIIIIiIIIIIIiIiI .. I' I" I I I" I "I I I -I -~ I I I I I I I I I Conference Memorandum -2-April 15, 1977 Tiro Flanagan will gather more preci.se data" on "plumbingll and ownership at the -pressure sustaining" station, and the CMWD hydraul ic grade Hne range to be used for design. He will also check into the possibility of changes which could affect the CMUD system. 7. Three months ago, the f i"re department performed a flow test in "Un it "1. Th"ree thousand seven "hundred fifty gpm was observed \-1i th a res i dual pressure of 100 psi (122 psi static). ' Apparently the pressure sustaining valve' remained open for this test. 8. Fi re flows:' Single family resr~ential 1750 gpm Multiple,family reside~tial ~ 3000 gpm 9, The City wi.ll ,consider not req.uiring a water main in Tamarack where 'n6 buildings arj~b~lng served. 10. The water system should be sized with and 'tJithout the Skyview"Drive pipel ine loop "completed, 'due to the "fact that this main crosses property not' yet owned by Douglass ~outhwest. BOYLE ENGINEERING CORPORATION ~~ C; D. Leight~;~' , Senior Engineer cc: Tim" Flanagan Dan Gro:th Mi ke. Ruxton ' Michael Zacharia jeh C-D02-100-00 . / I I, I I I' I I I 1 -, ~ I ', ":,,, I :1 I I I I I I" :, I CONFERENCE r,jEMORANDUM Date: September 28, 1977 Subject: 'Carlsbad Palisades Revised Water System (Tract No. '76-15) , Attendance: Bob Nealy -City of Carlsbad ' Rene Munar -City of Carlsbad Mike Roston -Douglass Southwest' Michael Zacharia":"Douglass Southwest Dale Gleed -Rick Engineering Chuck leighton -Boyle Engineering Corporation The purpose of this meeting was to obtain from the City certain additional hydraulic information, as listed in Boyle Engineering Conference Hemoradum dated April 15, 1977. ' 1." 'A,10-'inch main has been constructed in Skyline. This appears consistent with the hypothetical reservoir and 10-inch pipeline system provide.d by the City in 1974 to represent design hydraulic conditions at the inter- section of Tamarack and Skyl ine (6750 feet of 10" pipe w/reservoir HWL= 445). " . .,,' ," , Capacity,js_avaiJable to deliver 2~OOO gpm to this intersection, based upon a static pressure of 70 psi at the intersection. However; pressure along Skyline should not be permitted to drop below 40 psi for maximum day demands, nor 20 psi during fire demand in Carlsbad Palisades study area. Although the 'hypothetical 'system water source has been assumed to be a reservoir, actually a pump station at the Ellery Reservoir site supplies this system. (~400 gpm, 37 psi on, 55 psi off). '.' Pump station elevation is' 329 MSL. 2. The new source of City water available to Carlsbad Palisades at Tamarack' and El Camino Real is an 8-inch pipeline system which essentially rides on the same pump station (Ellery Reservoir site), although augmented by the Carlsbad Municipal Water District connection' at Chestnut and El Camino Real. Capacity for fire only is ava'ilable through 'this system. Assume 1000 gpm at 70 psi measured in the 'intersection of Tamarack and Trieste. Static pressure at this intersection is approximately ,140 psi.. 3. The combination pressure reducing and back-pressure sustaining facility near Kelly Drive and El Camino Real cannot be re-adjusted to provide, , more re 1 i able fi re support servi ce. The 'val v e closes \'1hen upstream pressure (Carlsbad filWD side) drops to 174 psi. 4. Size Carlsbad Palisades water system to meet fire demands \'/ith all, three' water sources contributing. Then a check analysis will be made for the ' same fire!, assuming the combination pressure reducing and back-pressure sustaining facility ,near Ke.1ly Drive and El Camino Real is shut off:. and , ---.. ~ .. . I 1 I I' I I I I 'I' ~'I I I I I I I I I· I ." ':':" .: that the lO-inch connecting pipe to the Skyline Reservoir supply line is - available as a parallel pipeline. This will establish the fire flow which can be provided under adverse c.i rcumstances. 5. Rene Munar will confirm whether the proposed main in Tamarack which serves no houses can be deleted. 6. Because Douglass Southwest' is purchasing an interluding parcel of land' along Skyview Drive, it will not be necessary to size the water system without the benefitof that loop. . BOYLE ENGINEERING CORPORATION ~ .. c. D. ·lei9he.· Senior Engineer' cc: Tim Flanagan 'Bob Nealy, Rene Mufiar '. Mike Roston Michae1 Z~charia cah C-D02-100-00 --...... .........,....,~~-~. __ '."t{~ '>,+, Ll ... ·'J n ir 1 t ; I ' ! II: i i !I I !; r i l. I rl ! \.. t i ;1. l, APf£NDIX B CofypUTER RuNs 1· I -~--~----:---~~-,---_/ I' I ~I--~ G [: r [ j-: ) ,; r I, ' r-' ,-. \ j , G 1-, , I ; r ! . r, I r i , Ii f L_: - -; , 3Cm GPM FI 1£ IN THE MuLTIPLE FPMILY RESIDENTIAL AREA <' " " " < ( t - -•.. - - - --_. - - w P~HAM NAME -NET7:3 DATE .. 11/02/77 .IME ON .. 1:3/11/~9.1 . tit ~ : •• "', " " ~F"" ,:' •• :, : ,,' ' •••• '" .;\.1""::::,,., :~,',,::.".:~ ~,:" " ;:' :<';''':i':,_, " ~ ~:.: ...... :,...... ""~;.:,'~:;~~~<:~',}"", .. ' :'JO'S NUMBE:R > ,;. ·:',C-O:02-1 0 0· ... ·0 0·: . " ~. 'JOB .'10'·':"" 'NET73" " ,;:." ,.: '. '. "'>"'~' . < •• ~ 'i :'. . :.,.--' ... ":y.: },:,.:;:, ...... , ,'. :~ ... ',:, >, .. , ": ... : .. :~,,,, ~'J:' ... :,:.;: ....... :"~ .. ).",::.:.,,:.,~. :.:-':' 1',. __ .>, /~,·;t ... ".;:,~:.<;.:. """'-,:': ,.~.,:~~~~.,:~:~ ';'~~~:":'~:'~'l'" ~ , II 'XEQ NET7:3 ~ "," , "". ,.'.::,"; ') ," '''; : ': :', ":;; '/',".":' ~, ."",;,~, <. '''' ''->. "', '. , " '::':'::<" ,'::',': ,::~' :::.'~'i,::,:':< ','. : '\',:.' (,::":', . '>,', : 'FIRMa· CARLSBAD PALI~AO£s ... 30(ro' GP~ ",FIR.E .. MUL 1',.' PAM' : , ", ',' '.: ',:,>::::,<.,:.',' <,.:, '.: , .. ~ .. ." ' ~. ~ ~ '~ " w . .J . '. ' .:.' ',:. ,', ," ", ~ .. ' '.' " ;:. ... " w w ~ ; ,.~ .. : ,.,~; ; " '.: ':: ':~": ,"," W ':' ~'JII,J.l. HI:1L :t.I.;.t.VAI.~lJl'I·, "",' ".'+,1.0-;,r.t..t:,,1; .. ,'....,.. ':,. :". :',' .~ .' . . " . 'W , " ' . . :. '/ w ',: ~' : " ~ ; v --_._-.. -.-.. -.-~ ". ---. -.. 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NUMBER OF SOURCE PUMP NODES ' 0 ijf NUMBER OF BOOSTER PUMP PIPES 0 f'\lU.MRI="~nF PH\I PTPE"S 0 --- ,,', :' .PEAKiNG ~·VACT.OR .; .':' .,.-. ". "":' . ,'~ 2'.00'0' , .. ' '.:' .: .. ' .. :. " ': :,': : ,.:'. "';: ':' .. />:".:::,.';, '.,: ... , '.'" ;': '. ":,: . ,7',~~'-'" \iii _:' ... -' . ........!.,~t.:!..I; !~~M~~E~tJ~~~·~:.· g~·R~i.~~~~;~N .. ;: ,.l·~ ~~· ... ~:US .:~pM· ... ,:··, :':' , .. ~., ,:'.'~ '<:"::':,~:~:,:::-::'."'.:. ", ' .. '.::,.';' .. '.': . '. ':' .:~.:,:~:.-: ... : .. :.':." ::'" , . :::. CONVERGENCE FACTOR' 1.000 ~ NUMBER OF ITER TO USE CONV FACT 0 ' W ..::~::::: :~::~~:·'i.·:.,;:,·i~!~~_.}.·>:,<:·:"",.,:ii .......... '.... ." . ".' ".,' PRESSURE CHECK ... HIGH 125 •. -pS I. 'W .. LOW 20 •. PSI P~-~fgPD~~;~~ROM·stATiC'·:···; S'O'/':p:cr':: .;.;-~. "'-'~'~'.' '~-.' .-: -';.~-:".~, -. ~'''''--:~:' '.' ... ; tw'., . STATIC· HGL.,EI~EVA TION. . ,·,~t3' •. : :FEET .:.;." .... :.:. :,,: '.:: ". .':. . ... :>::-'.,:',.-:, .... , .. ' "SOl'! 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':'I"l~·· -;: ---~----~ .. -... ... -~-.. ---....... -. --. , l' , .SOC-lA,ce· . 32 •. . . :' . ~ . ',.': , .... "".., ;'. .•.. <: .. ~ .. ::.. . ..... : .. _. _' ~~: •. ".L ...... : .. _LU."_ ~ ",,' • :,:', MAXIMUM UNBALANCED HEAD LOSS= 0.00000 -' .' .... . .... ;.. ."', , . ~;';';' .. ,.: .;"':.' >:. .·.f:" .... :.': ., ~.'. ~. ..-~.' ~ ~: .. '/.' , ,'~' , .,' ,~, , : .' ~': -:"', '.' ~ .",.".:'''' ..... , .... '. '.,' .;:.:" ..... .. ...... .'. ..... .:: .... ':.': ..... :.> .. : .... :" ~ :':,; : .... ',..,J t; I', ':,' , .:: .:. .. ., " i j 1 , I Ij I ( , I I r: I I., ; 1 r. ! : ! 10 : I: 11 : \ )r: it.' Ir: l I ' I In ! r r r f i I r J !r ., In i l -~ .. -~ .. ~-~~~-'.~--~---~.~--~--., .. -----:... ....... . I V:i) GPM FII£ 1 N THE SINGLE FAMILY RESIDENTIAL AREA . NOIf 21 \ I-i ~ L ; . L , .I • i i ~ I I -... _---_ .... _.-----.-- ---I I I I I ~, ~-----------... ---.. ---~~--~--.----.~, '"--""-'-----.---....---~~ .. ----------~-,.-~-------------""~ ~ , t P"-'RAM NAME -NE,m DATE ~ H/D,3m . UME ?N.D9/~6/3ti.3 . . ..' .. .,. . 'V .' .!l •••............ :::M~~;::~[\:' ~-2:~::::Q6:,/,,~o~tO:~~E,:~i ' ..• :'>"~ ..... "'" "". ',:/> .', ..... ·i··/ .••..•.•.• '............. ' ....... '. '.:1. II XEQ NET73 ! ' .......... , .: ... > ,:'. " ...... :. . .: .. :. '.' .'. it' '. FIRS2 CARLssAP PALISADES..;~tNGLE PAMFt~E~,·N6Dt '21 .," . ....' .... !\ 'f NUMBER 'Of: PIPES 57 ~ .. -. ....,...,..-..-rNIJMBER'OF·l\JODES .... ;:'::>..;'.··~· .... '. :.-.:5,~··· '". ',,,,".:",,, .. ,':--;--: '" ::,','.:,., ", ".', ".' NUMBER 'OF F!XEO"HGL :No'o'E:s>''''> '.' , 1 ........ ' ",.' " .... ' .' : :, '. '. '''-.: .. ' ,'" .,,':',: ;":.:': '>:--1\ILt'MBtR ''OF" lJ'NKNOWN·OEMA:N6 .. ~.robE·S, " "r: ~:' : ,:, .,"', ,-:':-' .. ',' ''', :'. ':' :,'",'--~,<""'"'' ::' ".: :.':, .... ::-" ,,:»:.:,.: ,'. ':, ' .. : ; . :" " ~(JM13f-:-KUF sooReE" POMP NObES '" "', 0" . 'i , ".. . . ..> " •• '.". NUMBER OF BO'OSTER PUMP PIPES n NUMBrR 'OF PRV PIP~S 0 " .:.,:.:PEA~t,NG-.Ft\C':r-9H, ':<.' '."':~:::: ", ". '." ,;.,~.: •. OQ.O><.~:, """'.:-,"":',. ' ::' ::' ,;; : .. ~i,::.:; /:',<::~,-.:,:.,' ;'::~>" --',:''',> ,',' '. ':,' . . .:' ,.:. ··.·,S·TOPWHe:N FLOW CORR"l.e:SS, :'T.HAN ,'.1·.-00 uS ::GP,M' :,'. '" ,,'.,':,; '. : ",;' ,' ... ' " '/ .'.:" /"." . ",' '.' '; " ':: :":' .: '.:.'. ~'AX'IMUM ·Nur~BER ':OF,':'JT~RA t.iqN:~:<::'.· ": .'20,-.':":,,:,\< " ,:'.':< .. -:,:::-, :.<"" ,;.'.''-;" ':.< .. ,) . .':':\ ::'~ :.< /":':' ' ... ,: ".<,:': ' >: .. ;; ". -;", . :. r . t'OI'il\1t.RGtNCE 'F ATTOR' . . r~o 0-0 .... ' .., .. '. , .... ' . --. . . " ' i. NUMBER 'OF I.TER TO USE CONV FACT 0 I VELOCITY CHEtK .. HIGH . 8. FEET ISEC I '. :,:' ,.,." ... L-Ow .. ',';·."';'.' ,',' ..... 0 •. ·PEE-T-·,·1Sf,C-',.',. '.>; ,." .. ' .. :":.~ .. '.'. .'. :'." .. ':'<:' . :t ,,<:, HEADLOSS CHECK'H'It;H '-;">', ::">"----:s:,':"FtEr' "/10'06 '. ,f:., '-';'-.":,","):.:. :: ... :,' ,:>:'.' __ . ':, --' ... ',' ,.,.,."'. .: .:. "'l '--' " \ . "~".: : Lo'vf'·.-:' ::::·:',·;:':·'·:~O>'FtEli·>:·/io,oo':,'··--,,: .. ':":':.';-,<. ... ,~' '::-:''-':',:» :.':' ..... :,-. .' ... ,.,' :"""."' .. ::" :.: .... ,.. . . :1" P'R"E"Sst1RE CHE-c-k-~ .. ;;., ..... '12'5".' PSI .,." ., '.' ". "," , .,. ',,', ,,',--'." "" .' '. i .......,. .. LOW 20. pSI f PRESSURE DROP CHECK. , t '" e ..••..• "~::g :~~~;I~~~~~!g~;I:m:{~~t::'~(.'}<:\V ~:" ',"! ',:";."r'/' ",,: ';'.':<, .. ' .': ... : ,.:' ....•...•... ": ......•.... · •.. ··· ..•• ·1 'J ~ LAST FLOW CORRECTION WAS 0 ~2589 .~ . , , . ~ q fl , ;1 : ~ .". '" '.. .' ," ',' '., ,.( ',.' . ~~.' " :'."i.. ,', >,; :;" ;;<' .;:.> . ::' !, ., .... ,.. :: " ,:": -,' .,': .",~,,~". ",:; 1W .-- - -~---.~ - - - ---~ '11'·... wJ' .... ~. 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':· .. :: '''''-'.'",·r.,,;,· "".' ,':'.t .... ~I: .. : ..r .'_. t~~ , .... ~ .... ,,, :. ~"" . . --" -.-. >. 1 !r I -, If; I ~- j j I r; I , l __ ' I It: .j /) ,I r· 1750 GPM FI f{ I N THE SINGlE FAMILY RESIDENTIAL AREA NOlI 26 It --.------.----~---~-- ,.,... ..... '... r'--n--. _~.....,Jr~"'''''! ~ PR~iAM NA~E .. Nf.T73 OATE ... 11/03/77 . ~ME ON -09/31/04.8 o v :". . JOB NUM8ER·" C ... 002';'10Q-OO· .:~OB.·,,,Iri· ';'··:·~·ETi;~··:"7·.:.: ...-.... : ',:'::'.. :;.' .-: :.~,':'" .'.:..' .. ' .'. i V '.' '. . ..... : ,,: "'.' "I- ~---'--~. Stl8'M1-r-T--r.::tr-frY----tE"I"GltiO'M.. :'. .: .. ; .. ::: ..... , .:: .. ' .:; . '. .. '.. ';., .,.' . , i a II XEQ NET73 I"~ Iw . " FIRS3 CARLSBAD PALISAOES~SINGLE .FAMILY FIR~~NOOE 26. '. . , . . . .,'. . ." ~ NUMbER OF PIPES 57 . "'---NUMS'ER-oF--:-i\101JE:S . .,' .. "';.. .: 53 . .' .. ,'.: ..... :'."'. W· .... NUMBER of :~:I XEp. ·.H~L NOOE~.·: ..... ,'~~_::'.:' -:'1 ..... ,:":' .. ' .... : . :'j. . '. :':" '.' ..•..... .-NUMI:iER. .OF. 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HI I '"=,._" --,--~~, ,,' .-. -.-- - -.. - - -... - - - -...... -.. _~ ____ ..... __ '_~--... _ 'i:'"-~-----'------... _,, ___ ,,_ 1Mw4' __ .... __ .... UWWI; ........... ",Ii ... UWti ............... Ia::::wcIiI ....... ____ ....... __... ___ • ____ _ ---......... --------: --..JI' __ --""---'"' ..... ........., .' PH\,·.,r5 CARLSBAD PALISADES-PEAK HOUR "-./ .0 , .~, '; ',: • .' ':, • .' '....',' • :,:,". _ 'A ~.,,:~:.: ::: ,',:, ~",: •• :" ':> .'. ".;:':: '.~~~,,~ , /'~,~"" :5, .. ::': > " :.:: '" • :~;,"::~ <" I, '~:' .'.: ,..... ~ •• " 1,':~, .". : .":', <: ~:;. .:: ':', ' ",/:~:'>,~ ::, ,_ ", . _ '::~; ' .. '<' :, 1,' .":' , ' -:.-.~. '. ';: • . -: : ,~~ .:;:; >, . .'! "-; . GROUND E:L :.... : FLO·W···.· :'. '.,:', HGL': EL <,,-.. '. HEAD. .' -.. ~ ... -...... · .. -PR&SSUHE:·~~-.. -.. ~-. . .' :.' .. ' :', : .'. :.'. :' NODE·.·,'.·. :. . FEtT·.· .. '. ':'. r. ..... ":·)15.' GfiM··, ~:' ...... ·/;··F'Ett ... :'. ':"':'1.' :FEET<' .:.:" .... '. 'FI'S( ·:'·:,.:':.;'.CK-· '; ·PCT':.OROP:.. ... ·tK .'. '. :. ':. , ... ; ... ii' ' .. : ..... ; :.'.; -------.. --.----.. ---.... -------.... -----------.. - \,....J 43 325.0' n.oo 399.6 74.6 32. LO 15. HI . ~44 ," ... ·3{Hl~-o~, .. -·~·,-:-~,·.O.'.OO·-: ·-.. ·~;.-··-lfP2 .. d~·0::~--;~~~·102~-O--·./.4.4:~~-;··/::.::" . ": ··9.~'HI '....... .'. '45 ..... .':. 330·,ir··,"·. '·1205·.·46U ... ···.:· 414:.·9F ': .. '. 84.9'.' '. '''. :"36 •.. :LO:< .... ·,·· .. : ... 2,:'·.·· ,'. 55 . 2,?O. 0 .. : .. 246 ~ 00.·· ...... ,... 394 L§'.,' .. ' 104.6' :45. '.' , . J.~4:....l·.~·_·-.!...H~·I~· ___ .-......:...-:..-:~ _____ _ .' . 56 300.0 -100.00 389.5 89.5 38. LO 20, HI ........ 57 265.0 ~96.00 389.0 124.0 53. 16. HI 58 200.0 -80.00 38B.5 188.5 81~ 11 •. HI _ ..... < .... ' 59· :1.50.·0 :'" ."i,'.','·:·>-~O .• 0.0": ... ,' :"388 . .-2' :'. ': ... · .. 238.2· 103.:" .. -::.:. ''''. 9~ o::Hl .' '60 .;:-": 200.0'· .:.:::> ·~·i16 .. ·OO·<". · .. 387.~ " ···· ... '187 .• 8· 81.':" ...... ::'i1. ;'141 . 61:· :'. 280.0····' :';6'()~'OO'''' :"388,"3 108,3": A6.··· ... ··'i8·.:·:':·H.!,.::1=-· _____ ~ ____ _ ---·""62-----2'-25,-0'·--·--;:6·0"; 00-:3 8 7 • 8 162.8 7 {) • 13 • .h '-..-' '-63 180.0 .-80.00 3B7.6 207.6 . 89. 10, HI 64 95!O 0,00 387,6 2~2.6 126. HI 7. HI ''-' _~~'_:. __ :::". ~ .,'. " . ;.: ..... ,.;:: ,., ... , ::..,:.:.. < .. ,.:'::.;".,: .. :-,: '." '.': .. ,,: .,' ":'<" ",:'~ ... :' ...... !'.';;:"".: 'c':·:: .. :: ..... ', .. ':-.:'.:.;::' :.' '. MAXIMUM UNBALANCED HEAD LOSS= 0.11236 ": ~". ; I : .~. ; ~~ « ,-,' .. ;.:: .. :.:::,:'."..... ::' ., .. .<:;, ... ::.: .. ~.,: '.' .',:) .... ::.::. ':: roo >~;;:>:,,':,. ,:::'; '';:',;;;;~~:<~~, ""'::'':':.:.'::\ ;.:::-. '.: «::~:, ":':"~"" .. ~,:'>:. ,,~~~-:.;.:~ .. ,:":::'~:,:;-":.'.'.', ." ' .... ;-',~,:~.,: ':;. .. ....... ,'(," . ...., ---"'-------_._----_ .. _--_._-.. _---- ~ j;, ~i;: if ~.: " ~~-~-~r I1w' ,. l • .., _______ 0 ___ .. ____ .-'-___ • _______________________ ----," ; I ~: 'l .:. :(i .: ~; c' ' .. --------. ..... ---:..--~------------------.. . \~ ----t:' v ---.-."-----~--. ---- '~t ~: 'J'-' .' ~4: '>"~"~ ,,', ,,\,,-.:; ........ .., ". '.,.'" '> I~i' .. ";,, ~ '. . f-h; " t:" .. '. ,~,.,i·.I.r,J~t .. })~·1;. ',.r1~'t· .. ~:L ~ 11 .. _ .... '~- -~---~--"-'---------- ._"---~ __ ' __ .' _____ -------""....,.~_J._.r......;' --'--'" _1 __ '-"_ '--' PR~~AM NA~E -NET73 DATE -11/03/77 '-1ME ON -16/30/57.9 \....J "-' "JOB NUMeF;R.C~D02-{OO~OO.;·JQElIQ~/J~hq'i .,;; ••..•...• . •...•.•......... ', .. , SUBMITTED 8Y LEIGHTON II XEQ NET73 \' '-" . , PHOO!; CARLSBAD' PAL"lSAOe::S·PEAk'· HO'U'R' '-" NUM8[R OF PIPES 56, '.' . 'NU~1BER OF Noofs' .":": ' .. :." ::'.:<::' 53":'::'::": '. '. ". ,,:: ' .. " ... ",,: 'NUMBER OF 'FIXED HGL NODEs '. ..... 2'" .. ' . ~_. ~!!JJ\lleER OF UNKNot.JN DErtANO' N.~O::.!O::...!:E~*S~"_~.-=2~·_'· ___ ......:.....~_---'-_-'--'--__ .......:... __ ~~-'--___________ ~ NUMBER OF sOURCE PUMP NODES 0 ........" NUMBER DF ROOSTER PUMP PIPES. 0 ",--_...:..:N..::..;UMf3ER OF PRV PIPES 0 PEAKING FACTOR . :~~OOO '.' STOP WHEN FLOW CORR LESS THAN 0.50 uS'GPM' _'. _. _~AXIMur~ ~,J~JM~_~!L9£_l.TEBAJ'ION$. ~O' CONVERGENCE FACTOR 1.000 ......... NUMBER OF ITER TO USE CONV FACT 0 VELUCITY CHECK -HIGH B~ FEET ISEC I ot~ .' '0'.' •. ,.' O· (::'EE:T iSEC .' .'''.. .,' .:, .. :.,.,.;;:;.,.:c .. , ...... HEADLOSS' CHECK : HIGH "'::' ... : .:: :~.,.: .. ·s::· FEET·.·· 11000" .. -:.' ,"< .... > .:,.:: .... :: .'. :,;.: .. ,.:' .: .... :: ... : .: ",.' :'. '.' '.' '. . .... '.' ..' .' -l~6w .. : 0 • FEET" ·>/'1"00'0 . :'. . ~-. -·PRESS-UR·E-CHEi"K--':'-PliGt~---125-:--p-sr----··-----~--, ------------------· .. ··_·_··---i . '-' -LOW. 40. PSI 1 __ -ERf::_§.s llJ3.f_HR QP ___ Cl:tCC..K-____ .~.~_. _____ 1 ALLO~ARLE DROP FROM STATIC o. PCT t . STATIC t\C;L rL .. EVATIOI\I 413. FEET ~ ---~~r-u~-i-O~!i~F{ f;~~ ~. ~~J18}'LD~ ITER A ~}Z>~ ~--~-:: .-------. ----~ LAST FLOW CORRECTION WAS 0.1139 I ""--"---~"---~"------",~~,::~,~::'::.''':'i' ...... ,,; -:,;.::.J ~ \wP . ; ." . -~: '.: 10 -:;:: ACTION lmh~-r-r-----"~~ ENGINEE.~ING CiEOTECHNICAI.. COIf\/SULTANTS 1630-G South Sunkisf Street. Anaheim. California 92806 (213) 852-.(710 17141 63~-2092 Hours ~.o Client ~'----.-!-~~:":"--r+--=---;--r--.----------'-:"'----- Address ____ 1...!..!:0\...:..;v"h:..-:.:v:..-:r:....:&;..:::.!..l.....u....~r--=-...:..:.....Lii!....:::::..:~~-------------''--------- Test Elev. Moisture Dry % No. Location or Content Density Relative Test Soil Depth % p.c.f. Compaction Type Type J 9,) r~v\ /1 ~ 2.71 1'1.£1 1)' .2 q~~D s;,.,,()\ Ji3/12<::: t'I~ cr7Lf fa~ J1~ 27q )1.b lof5.S-Q2·7 ( \ 1~LIJIlI Cf7~ P~J 113 2'02 1""3 ,b lIC-/ qq.1 L.. ~6/ tZl / , Comments: t.) By. __ ~~~_~~~~- Pa~ Of _______ __ ~. Jl . ~ -I, --r . . " . ' ~---;~~~~A~C=T='=O=N~--------~----LT4~~nspe~Rnlr\ie:port \ ENGINEERING w.o. 3~b' GEOTECI-I'\.IICAI.. C:ONSUL.TANT'S 1630-G South Sunkisl Street. Anaheim. California 92806 (213) 852-4710 (7l4) 634-2092 Date Name Hours (-?-7·~i Client --=-----1-....:(30::=.!.~~~---.ll~c;-=-<,j..:::...:d~t~;:_~~k-,-i. L----_-------------__ Address __ ~__=_t\~~~~~· ___________________ _'___ Test Efev. Moisture Dry % Test Location Content Density 'Relative Soil No. or Type Type Depth % p.c.f. Compaction ~(>t L.o-l-il~ at I 't. , ((1-I q~{ sc ~ i°J-(.,.o·.f-rrb a?~ It t f(J. J.. 'J-Or lII::.-.- Comments: By. ~~ __ -+~~~ ____ _ ·,page __ .. ""; , -.: : :N~:;h.--;~::"~ :::;....;::;~~~:~~~~.;-~~~~~~:~,;;~;;;;;-::.;~~'?~~}.;;."·r;;.1;:~.;; ... ; .... :;;~~~;::.. . .;..~.;.;~~;;.-:;~ .. F~;:...~:-.;~::·~~: ::.::.,:;;::-~-;.;, : ~ .. :-;~;.~~~-. , . / L<---I _~--...,->\ ACTtON bii ® ENGINEERING GEOTEC.~ CONSU..TANTS • • . w ---..... --... 't-...... w.o. '3~G . Date ~~~. : Name 1630-B South Sunkisl Sireet. Anaheim. Calilornia 92806 (213) 852-4710 (7U) 634-2092 Hours £"1. ,0 Client --=-'--~~~f-f'---+-------,=-----f-l----------"""'---<-r-- Address ___ ~.l.oQ.;..~~--=:~+-_,..-__ ~I.:...~....::.--...:...(_~~,---____________ _ Test Elev. Moisture Dry % Test location or Content Density Relative so~ No. Depth % p.c.f. Compaction Type Typ J .p. Cf70 PI) J II q . 274 ,'S .6 117·Y q3.Q <;.o.. .... rI. 3/1 2 5 CP-L C[71 p~~ \ l~ 2b'6 II. I /Ot?;C 92.<b \" Ill/ III -q71 (JvJ I t I 273 ( 1./·9 I D),'-/ q 1.)5 V\ Il~ 1117 '" f .~ - sU:ltants, Inc. By. ~~~~~~~~_ 'Page __ Of ~. _~ __ _____ ~ >:- ~.;~~: .. ;;':;';';r:~~=·;~~.~;:;¥"';-,"~~l.7:,·s~~~~~.::~~~~~:~;~.:;:~;':;;:".7:;;::::--.. =_:..;: : ~~':-;~;:"!':~::~:;;I':i-;~:-~;;;r;i'"~~~·~-.. ;:;~·-:t:'::;"":'-~"1~~~;;~~" .. ~'~'d.~~.::: .. ::;-~ _ --"'"""'-1'.-.M,'"-" .... ~~.----"~~ ... ~.~~.~~~:.-~~'";'\'I",..,,...,.,~~~,~t,~~?"':'i'7'~.7 >.'~.'o,.-::~l.:!' ..... ':~.~,!-:;-""'_¥: __ ~P~C'!I .. ->;:",;~:;;-... ~j -GEOTEt:.HI".IIC.A.L CONSULTANTS 1630-G South Sunkisl Slreet Anaheim. tlli1Drnia 92806 1213} 852·H1D (714) 634·2092 w.o. Date Name Hours Client ~_f"'_~_l~--l.-__ O~e,--;/...::...~ \~()ft--=(I h:.....:..:...:.W-'-t _________________ _ Address __ '1t_4..l..~_~__=_..!.("~...!...!_l_\l _ ____=C:......!·'i-__.!..f(_=~~:....:::~~~ ______________ _ Test Elev. Moisture Dry % Test Location or Content Density Relative SOil No. Depth % p.c.f. Compaction Type Type (~"{ CO (,0-t \~r ~~f 11,0 (Ql·0 't\ JJ, Y:LQ: e" q lA+-\~b },.' 1~·O I Ql~~ l(J-St X1Jl '100 Lv+ fI~ d-0b l \ . () /1 ~,c Cf3 rY"T Ji ' . .. Comments: .:...,.. -!-..7,...=....:-:..--lr-~.L.IL.--!\..!.\. \J...::..' _-~p-.-()_. _____________ ,--__ {o+~ IJ~ .. \ } b . 1 I )Ll.--.-~\ ACTtON fIDl-r-r-;'----.®~ ENGINEE~ING -GEOTEC.~ t::ONSl.A..TANTS 1630·G South Sunlds! Street Anaheim. tllilornia 92806 (213) 852-4110 (714) 63~-2092 W.O. Date Name Hours u"'" .. ~<6" 6Cj ~.I~t~j~ 4,0 Ctient-..:..... ------lr!l~o[ ~~-+. --,...----,--,r------ Address ___ j-+.::::.~.uV"'i---.:.::O\..!.!r.....::~~c::..:k~-+} ~C_1/r!L.c....Ll.2.s-=k::..:t12·.u.&~ _____ --,-_____ --,-_ Test Elev. Moisture Dry % No. location or Content Density Relative Test s~~ Depth % p.c.f. Compaction Type Typ A Wn qb~ Pc-J 12G LOj Is .b 11L3 9Y.) s~p (£!(l t5 cc "'<. 9/.,c,. ~l)J \24 2-D!; 1 ~.~ '\ 2.1 qS.~ 1 \. }L/! II) / . i o \CI pC/> 5 1 ). l/ -I 2 ') . ) " ; !lIZ-.. ACTiON ~ENGINeeRING C"€OTECHNIi::AL. CONSULTANTS 1630-G South Sun kist Street. Anaheim. California 92806 (213) 852-4710 (714) 634-2092 Daily Inspection Report w.o. 3E b~ Date Name Hours _---.lII .... ~--=3=--__ _ Client __ f'1~·(--.:I1~·~_~-=-~e;-=-\o ..... e_""-=-ttJ----"+L--____ ~ ________ -"":"~_ Address __ l8x..' ..:..;,(_(~:.,-~~~~, _________________ _ Test Elev. Moisture Dry % Test ,Soil No. Location or Content Density Relative Type Type Depth % p.c.f. Compaction , . " " - 'f,'rriN~ (f)+J Jtf-23. 01+J{F-,{(f'( wit" -r;. -iDe Comments: {t'"",, "'+ 5rCfe die.--h ' u-f n tffrl . Cu·H;tJ, 'qleJ~ f~1- ~lrJt-n(fVe . ---..-/ \J J By. -+,~~~~~~_~ Page _,_ Of _'I ___ ~_ ~: ' ~~~":~~'~>~:-.~~:?~~:, ,".~.$,?' !·~}·-T·'~·:_/·' ~:·"'~-~~~~~~\~~-~~~~~:-·::~~;~~'~~-~~~,~,~~:;;·-~·~~r~~·C.r " -.. -, /l!L. ACTION ~ENGtNEERING 1630'G South Sunkist Street. Anaheim. California 92806 (213) 852-4710 (714) 634-2092 Daily Inspection Report w.o. 6~b'1 Date Od.2S' Name 11 :h'e Hours g Client ___ M~o..:.\~ ___ :--_________ -_____ --,---__ Address ___ <----'I_/),,::.-\'Vl-..I'\~rc..~c~l:..:.._.)4----=C=A......!!.-r.!..lt s~kL:.OI..:..::J~ _______ __'_ ______ _ Test Elev. Moisture Dry % Test Soil TYf~ Mo.~ No. Location or Content Density Relative Type Type ~ .. Depth % p.c.f. Compaction I # ~q ( -Eo.J 5'.1 2 Lj 4 1 t.l liS'S q5.~ ~"'J.. cl.~~.s .. , 6+14 12/ COil'oa:. de "';1t,~ l.f~2. f ()~ ~~ 2DB 11.1 11 3 ,1 CfI.2 If lop~;\ l llf". ~'q) p~~ ~I 1.09 \'3.' l O~,b q~.b \( ~ilt~ SA'" '30-\1 \2G· ~~tt f",l 'i b 2 Ltc) 'ur 116,3 ~~.~ l ( TI>i'~'" I I . \.2" L{95 f'",J 1.' ;t (D I?' .b II~·O Cp.2 II ~1. '3 t':l:~ .. Lf~C P~J ~~ 2~S \ \. [ \1/0 qs.~ 1/ g~l7a Sc., . '? \2.~ ,'197 fcJ 3~ .2.(( It. t U7·:S' ~L.f,.(. \1 +rsG>~\ ) \21. . Comments: t. 1.) 3 .. Action Engineering Consultants, Inc. By. _________ ~ __ Page ' __ Of __ ~ __ .. } , ------------------------- ~ACTlON ~ENGlNEERING GEOTECHNICAL c::c:JNSUU"ANTS 1630-G South Sunkist Street. Anaheim. California 92806 1213) 852-4710 1714) 634-2092 Daily Inspection Report w.o. :3~~' Date Name Hours _----,--2:3~~_-- .111 client_--4-b~O~('1~_O.::.....:e~J~d__+'11:..:.....~=.:!..:~~---~--~------------- Address _----,---1C~Ie{\~~-=b1l~-. ___________ ~-~'__'_ _ ___..:_ Test Elev. Moisture Dry % Test Soil Location or Content Density Re(ijtive No. Depth % p.c,f, eompaction Type Type ---, - -, . , - By. __ ~~_~~~_~ Page -!Jf.. Of (-~~---'. . . ' I • ~CTION Daily Inspection Report ENGINEERING w.o. ~(:' ~ c~ \. '6 ., \ I GECTECHI'IK:AL CCINSl.A..TANTs Oc+.27. 1630·G South Sunkist Street. Anaheim. C~litornia 92806 Date· {213) 852·4710 1714) 634·2092 , Name 11,1 ~ Hours Ci, ,--, w" U Client tl eli g . Tv""",,,,, r "'~ h Cac)~bgJ Address 1 Test Elev. Moisture Dry % Test Soil T)fE No. Location or Content Density Relative Type Type Depth % p.c.f. Compaction -# €jS2 POIJ. 3(; 10'1 J?'.b 110.4 <tS.2 s. C1~ c\ <;'1 tt ;::, 1~r3 COVIC s .. ~l . '1).:~ Poo. 61 1~<6 IY . '1 \ 2)."3 CillO \: .!:.I rr':) ~OI 'r-,J "3 l-ni-f fC!.J 6~'.· I~'i 1'3,.( \ 1'1.5 9 b.Lj It c..lo-vc:-I;:;'"i..l b L,«; S-poJ <6~ 27..'6 p. I '. 116. Lj q"J~ '6 \, c.I()o '::)E'r G 50."'1 4~6 PDl 7.7 20S 13 .C . \ \7.~ Clt-f·O 1\ si It) 3d-I"! $0 .... a Lf<67 po.,J ~~ 220, \1.1 10/.q ,Q'3·0 h . SiH'j s:c'" '~~I'3 'i%~ Po) £10 2ie' q.q 103,<6 q3.~ , \ <;:11+::JJ sc" .... 1.1<61 P"'~ '3 ( . 20b 11.1 \6s.Q qLs II Clo.;) ... ,) ~ !:: Ii-'i.<-'yl 1190 Pc. a 91 2"bO 11./ 110. 'i 95.2 \ \ <:Ill-j .. Sc:~ J. Comments: I.) T\.lDC -J!-z, c-~n f"I"'~,f.'",l \..Jc, <; cv~ £'rl>V"\ POol n,1.-r~q O\h~ 2.') TV.Pc.~bd-:t:}} hA~+er;",1 \Jc.C; cvJ Jro\M Po.)s £-)~ ov-Xwo-s 0\ So vi ~ ~ e ~ ; ,r\ fuss -"6 ~ £1 ) I . ~. j ~.) p",l.s Cf1."QL/ )'~lq(, , '....Jere '~U o"~r-e)<c""vo,{ri_} ~;~\,. 'SJ'rM- of c.'~~s4-0y,~(j~~v>J ~k.~e,"" s~·J (~{,) 'be;",,,, rcW'(}"e~ CVlJ JVt'"-#J Action Engineering Consultants, Inc. --, By. ~ __ ~ __________ _ :Page _. _ -Of __ ~ ______ _ lols btl-n- sJ.13 -:= , · · · r~I\y', fl I.J:-", l\f, I f2S" I I \24, ,i IZt{ \\~ \lb' n{' \1£ IIC -I; /llL ACT ION ~eNGINeeRING 1630-G South Sunkist Slreel.Anaheim. California 92806 (213) 852-4710 (7141634-2092 Daily Inspection Report w.o. .12b'l Date )0. ... J1''"~3 Name J0~rJ Hours .. :\. client ____ ~_"(A-_~De_"_~_l\lQ~j,-e~4------_-------~------ Address __ -n-,-~~~~, _(~-,,-"'-:.-__ ~6¥~--,,\ ~'--~:-L.&4~""::-,, _--'--______ .,..--~ __ Elev. Moisture Dry % .~ .. Test Test Soil No. Location or Content Density Relative Type Type Depth % p.c.f. Cqmpaction - Comments: C APr; t-l, \\)n ~. ,". The,/ ~e £JJ~Je'l.LAvA±e~ Jut:, t\l e{tl~tvN'~ ~-h N id t-u a Qn1&e. v , I j :1 Action Inc. \ 1 By. ~~~~~~ __ ~ -Page_~ . ) -\ ~; 1: , "