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1996-4603 G Street Address >J/~ s I Lfg1f~r Category Serial # 2¡~O3 G I Name Description Year Plan ck. # recdescv ¡ --: 1/', / ,-,' d" . Civil Engineering . Land Planning . Structural . Surveying February 6, 1996 City of Encinitas Engineering Department RE: HYDROLOGY EVALUATION FOR THE TUCKER RESIDENCE SINGLE FAMILY GRADING PLAN - DUSTY TRAIL, OLIVENHAIN A.P.N. 264-221-05 Gentlemen: Please allow this letter to serve as an informal hydrology report for the subject residential grading plan. This site is located on the border of Encini tas and Carlsbad at the western end of Dusty Trail in Olivenhain. The site has an existing natural drainage swale over the northeastern portion of the lot, where no grading is being proposed, The drainage impact to the actual grading will be to the brow ditch at the top of the lot, Based on the attached hydrology map, the drainage basin for the area to be graded is approximately 0.50 acres, Assuming "urban" drainage design, it is conservatively estimated that the 100 year storm for this design point is approximately 1.5 CFS, The grading plan proposes to intercept the drainage with a P,C.C, Brow Ditch and direct the flowage onto the driveway and ultimate- ly to the existing drainage structure ( s) along Dusty Trail, By inspection the brow is adequate for the small (1,5 cfs) amount of flow, Based on our observations and previous work experience in this area of Olivenhain, along with the attached hydrology map for your reference, we request your acceptance of this hydrology evaluation for this project. Should you have any questions or comments, please feel free to contact this office or respond, as such, w'th plan check comments. Attachments -,-,~~ /,~';;q~~:sSì'òJ>?', ï..'/, ;{%Ú,:¡¿¡¿);(.~~ 'l~¿$}' 'G":~~ 7 G'J ì ':::"1 f", <? IØ~ ,>, -""" ¿;.. ~?:\¡ ¡ L!.' C ,;.';) I ,:ó 1) I'¡ ! \ ex: Exp. 1.2'3 Hì7J. 'g;- IJ \.. * ! ~~~ .~-J ~"'l'. ~/~~ -'ÛJF AI:.\ 9/.~' , - lJU 2 (Çj tE u \YJ Œ/]J fEe 08 1996 ENGINEERING SERVICES 132 N. EI Camino Real, Suite N . Encinitas, CA 9202&ITYOFENCINITAS Fax / Phone 619-942-8474