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HomeMy WebLinkAboutPD 2020-0036; Plaza Bonita Slope Repair; HYDROLOGY AND HYDRAULICS REPORT FOR PLAZA BONITA SLOPE REPAIR; 2021-05-24HYDROLOGY & HYDRAULICS REPORT FOR PLAZA BONITA SLOPE REPAIR 2210 PLAZA BONITA, LA COSTA, CA PROJECT# PD2020-0036 DRAWING NO. 527-3A PREPARED FOR La Costa Village HOA Carlsbad, CA 92009 PREPARED BY Robert 0. Sukup 4322 Sea Bright Place Carlsbad, CA 92008 RCE 28302 May 24, 2021 HYDROLOGY DISCUSSION This project was to repair a slope that had a shallow surficial slope failure as a result of an irrigation pipe leaking. The irrigation pipe was repaired and the slope was rebuilt. A small flat area at the top of the slope, similar to what existed before the failure, was determined to need an area drain. Other than a small 12 S.F. flat roof over the utility cabinet, no other impervious surface runoff comes into this area. The runoff from the roofs, decks and patios of the adjacent units is piped into an onsite drainage system. I do not know where the actual connections and drain lines are, but I was told by more than one person that is how the building runoff is handled. The flat area we are dealing with at the top of the repaired slope is extremely small. The attached exhibits and calculations indicate the proposed 3" diameter PVC pipe can adequately handle the runoff. . " \ 'i . f 4 u ~.s :, 4. EY--\ s-:-. ·- i 1-.( lf_-,:· i ' r,' ~ . ·--------------··· ----~·'•--------) >·- P~AIN A.G~ AR~AS A-\ -= Fi,.A, R'OOF s:: 21'l<~1 ~ 12. rp A ·Z.:: l.Af\10 SCA PE.b AR~A: QO'J2)=+-(5.'5x1)+(sxi}--ir @/t!J Y. '7)-:. 27/ 1P 1"CTAL.. ARl;..A--28?:/b e:: • 00/::>5 AcR."Es · TOTAL-PRAlN AGt AR'f::.A::: 2.Si th ::: • 006 5 Ac~t.S A ReAL\S,'ilC. J:'L.OlJJ RJR. A S}~G\...~ 0::-P.M 11.. '{ RES1be>-1ce.;; 3,5&/4<- .. 00~5' Acx 3.5cfs/,Ac..-:. ,02 c.rs- H\/D RAJ L-~ C. C..ALClJ 1.:-ATICtJ S cAf'Ac,--r--f oF A 3'1 P\/C. Pl f'~ \~ A~ f QL,LQt,AJ ~= Q: At(~ 1;410) {s A-= .. Q4~) R:. AR~A/ l}Jt,,nEf' °9t.1'<1M~ ,04~ -z, 06!~ V\ r; di ,78S& (\::, ., 0 I t/V C) J ~ ~ I 7o :: • 0 \ lQ_::: ( .. 04':>)f Q<:,Z4J¥tf .. 40) r:oi ~" ll cf'sQ 1°/4 > ... ozc-Fs = o,,1(~ i/ ., 01