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VII(E) Discussion Re: Lake Olympia Homeowners Association request to Install a Fountain at Lake Olympia Pond Agenda 03-16-04 Item VII E Mayor Gema off Good Li.. Commissioners S. Scott Vandergrift �,,ir, t. Danny Howell, District 1 Scott Anderson, District 2 City Manager Rusty Johnson, District 3 Wanda Horton } ` Nancy J. Parker, District 4 STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Robert B. Zaitooni, P.E., Deputy Director Public Works/City Engineer DATE: March 16, 2004 RE: Pond H40, Lake Olympia Club ISSUE: Should the Honorable Mayor and City Commissioners approve MVP Grant to Lake Olympia Club for the installation of a fountain in Pond H40? BACKGROUND AND DISCUSSION: During March 2, 2004 City Commission meeting, staff was instructed to evaluate the conditions at Pond H40, located on the west side of Olympus Drive in Lake Olympia Club. Specifically, if the subject pond is capable of supporting a fountain as requested by the Lake Olympia Club Homeowners Association through use of the MVP Grant Program. Staff has reviewed the construction plans for the pond and conducted a field investigation to determine the feasibility of supporting a fountain. NIL. I • .1yR�y. .�{}r�^.3' , _ • 'hGAEr. JY:� \ •- '!• } ...'n= ( • • .if: • The original design calculations indicate a weir elevation of 107.60 and pond bottom elevation of 103.00, for the maximum height of 4.6', which is probable during a very intense rainfall and storm event. The pond has been designed to stay dry using an underdrain system. As shown in the photographs, there is approximately 12"of standing water in the pond, which is most likely due to poor conveyance in the ponds underdrain system. The water stains on the control structure indicates the possibility of an additional 24" during the high water season for a maximum of 3' of standing water. The high water elevation is designed to draw down under normal conditions as quickly as possible. Therefore, under the current conditions, the standing water will probably remain at approximately 12" and will fluctuate 36"during intense storm events. In conclusion, the subject pond is not a suitable candidate for installation of a fountain as requested. RECOMMENDATION: Staff respectfully recommends the Honorable Mayor and City Commission disapprove the MVP Grant to install a fountain in Pond H40 in Lake Olympia Club subdivision. Attachment: Pond Construction Drawing IOOLF SOLID CD V S ENO •' U.Q. PIPE UNO N PE 400, / /$ POND 0 2 \km / a°"�` _ : -CoT t OMEtv. 1oSpTOPE E\.1. f 0.0Ub . SONS I ctU16'ri ASSIj" . � � CONC T � •SLDK�ES 5�I co � ip. L�O I' pEX NO.'J15 o.N.W i98. 32 bow.. 61 • 7 64 �•/ 4 SEEpEL0w sr-1T 11 15" �?. 1.63': .Q� � MQNI-IOL 'P-B' CD 110.1 C}� $ (N)AW - •• 6o CONST•. io*CLASS14 �yR"l (E)IN V/ •••sA I CON TUL�IOUT ' F� r'y° PEF2 -.ROT IIVOE_X �' 4 Aig00. NO3 . 515 ` (^+ 62 Aarr T AI)641 - ,x,51!,. ,`'e,'i'`, i '144111111.1"— ., . �_ r � ��� ENf� CLAY •• _ , ; " IL:ee'l................ 611112147•11.40:44:4 • • 162 • LF 15""LYCP�? L14 �.. / .■ /I: MANE 10LE / �-8' ' , A41100 ir / �. ��!'� 1. TOP _i _ =100.50 . e �`' , ' .. r i,,V 4700 / •••••r4 Pyr 41. ‘.l EL ev•46.50 Z--- - ,:‘,/ 0et� IOO' lZ, , i 8N CLAY r-orL,F = - / rd DR9,NNAGE, Ewe-M1-1T OVERFLOW STRL-c'fti O r r ,FP-oe AIL t I ' O '- DOVC)04. O r 40 LF 241." RGG7 075 •o w WING WALL. INV ELEV. 86.00 BOTTCONI ELEV. 1030 "TDP ELE\/. 101350 151 LF 6"FERF SLOPES5 1 U.v. P I P E. OF-I.\../ 10751 110 LF' la"RCP 2.0"1/4 /0/I4/80 6 AL Lg7Al/ '6 FZ-V T B. QE. ////8/88 4E/4ERAL DRA/NAC, ,per V. J:4, D.E. //cYo/9O REDEFINED e../MIT.!' OF CLAY CORE W. h-( DE.L. DATE REVISIONS REVISED BY CHECK MEM. ....�IE:. .r ' . / __L______ \............_____ri . _ 41 6„ � � WEIR ELEV � IAB,. 4'-I" I I I I I I I I 1 I j 6"A.D.S. UNDERDRAIN I 6" A.D.S. UNDERDRAIN PIPE • ORIFICE PLATE PIPE WNEKE SPEC11=1ED ORIFICE PLATE I WHEEZE 5PECIF•IEP _7 I e ® SEE TABLE SEE rtAeLE ;OI -� OUfiFALL PIPE1- co)�® a I y -4 UNDERDRAIN INV.--7- I ........ I UNDERDRAIN INV. 16 u.o. I 1 I i I 1 �_ I ��.,/1 I I L----------_J L________---- SIOE VIEW Flc:WDNT VIEW STRUCTURE TOP WEIR U.D. INV. OUTFALL PIPE ORIFICE OPENIPIC -4 ELEV. _ ELEV. ELEV. INV. ELEV. DIAMETE12 31 108.27 107.60 100. 30 99. 20 1 3/8 II 0g 113.37 112.70 102 .30 102.CoS 2 %g I` a 40 109.(o7 109.0o 100.50 99 .89 2 %Z Il MODIFIED F.D.O.T. TYPE D INLET OVERFLOW STRUCTURE 4$37 , 59 +40 RECORD DRAWING PRAIRIE CONSTRUCTION COMPANY, INC., HEREBY CERTIFIES THAT THIS DRAWING HAS BEEN MODIFIED TO SHOW ALL CHANCES TO THE APPROVED CONSTRUCTION DRAWINGS AND ACCURATELY REPRESENTS THE FINISHED CONSTRUCTION BASED ON INFORMATION FURNISHED TO THE CIVIL DESIGN GROUP, INC. ON CONTRACTOR: PRAIRIE CONSTRUCTION COMPANY, INC. BY:070' �-/7-.-. DATE:(yl/9190 TITLE /� RECORD DRAWING THIS "RECORD WING" IS BASED 0 INFORMATION RECEIVED FROM PRAIRIE.. g CONSTRUCTION C PANY, NC., ON(0//�f�aJD, AS TO LOCATION AND DETAILS OE'TIIF. ESCrl—T �-y�� r..ry. FACILITIES A UALLY NSTRUCTF.D. THE ENGINEER RAS NOT PROVIDED DETAILED OR OM OF POND •Z.S I CONTINUOUS IN PECTION OF ON-SITF CONSTRUCTION NOR MADE MEASUREMENTS, But HAS CI IM/'1/1 \ 2' _Lf w•nr vry rnnrn,,.�,., ........ ..... .. _ -.__. ._. -