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HomeMy WebLinkAboutHARMONY RIDGE PUD, FIRST REPLAT, LOTS 16 - 22 & TRACT 7 - PDP - 49-95E - CORRESPONDENCE - PRIVATE ENTITIESa 7/0 "tZ:w :p LJTUT'l° _ NAG._ '#SE = T )RV V Hl71 y� SE' i 1 Stiff 8) CE.E ttT �XC� `�7SIVE SC I� �- INS G T A�' l0N %CT Tloir— ,4 { EXIST. C T BE REVOVU, F-XIST, STOW VI-' 7 SE REMOVED h ­'4ST� '24,77,4 13E REMOVE Dr 70 � 4 NEW L0CA7 nt� CAI`` WALK EXIST. WK-K TO ---- ---BF REM 48,94 J SST.--. C SAS SEWER Tf1 BE REMMED � J ST+ SAN-, PH -- TO St Pc"M Awf0, Olt n . W r y¢{ bI'dlen?Wkter sTM S;T W/ELOPER WILL CON TACT , ' CONCR>ri!'FPEP�ESTRLAN SIDEWAVINSTEAD OF 8', TO THE TRII-Er'," LATERAL IRRIGATION DITCli. t TYPE OF DITCPP k SSSi r STRUCTUPE APR .. AL PRIOR CONSTRI..f: '"sCD§ 4, 90.95LF EXIST. � 8" DVC 5 i t i To: Leslie Jones From: Gary Stadele Trilby Lateral President 828 Scenic Drive Fort Collins, Co 80526 Date: March 14,2003 Subject: Concerns on #49-95E Harmony Ridge; Phase 1- Replat of Lots 16-22 & Tract7 The Trilby Lateral has concerns about moving the storm water pipe parallel and only 10 feet away from the Trilby Lateral irrigation ditch. I've attached a marked up portion of sheet 3 of 8 which shows my primary concern about moving the storm water pipe parallel to the Trilby Lateral irrigation ditch. Water from the Trilby Lateral will seep through 10 feet of soil to the storm water pipe. The storm water pipe will be on a layer of gravel which will act as a path for the water to follow. The water will flow to the point that the storm water pipe crosses the Trilby Lateral. Where the storm water pipe crosses the Trilby Lateral a very large elevation change occurs which will cause the water to flow fast and move soil with it. This could cause the Trilby Lateral to be undercut and eventually a complete washout could occur. It is very common along the Trilby Lateral to encounter very porous soils. There are sections that have a almost shale like soil. Thus I believe that it is very likely that significant leakage from the ditch to the storm water pipe will occur. This section of the ditch in wet years tends to have a spring water flow which indicates a porous soil that water can move through. A second concern is the construction phase of the storm water pipe. During this construction it is likely that soil and rocks will fall into the Trilby Lateral. If the construction is done when water is flowing this could cause the Trilby Lateral to become dammed and overflow it's banks. It is unknown at what point a overflow would occur. The Trilby Lateral is a very flat ditch and the overflow could backup all the way to the Ridge where it could flow on to houses. The Trilby Lateral requests that you move the storm water pipe further away from the Trilby Lateral and to a higher elevation. The pipe should be moved enough so that the bottom of the trench that that the storm water pipe goes into be at a higher elevation than the top of the Trilby Lateral. If this is done then no water flow from the Trilby Lateral to the storm water pipe is possible. P Steve Olt -Trilby Lateral Comments on nony Rige Phase 1 replat�� From: <gary_stadele@agilent.com> To: <ljlove@attbi.com> Date: 3/14/03 2:58PM Subject: Trilby Lateral Comments on Harmony Rige Phase 1 replat Leslie I've attached the letter that I wrote last night regarding the relocation of a storm water pipe in Harmony Ridge. On the phone today you stated that the elevation of the storm water pipe is above the elevation of the Trilby Lateral. This was not my understanding so I'll need to check on that. Gary Stadele Agilent Technologies Inc Technical Support Engineer 815 14th Street S.W. Gary_Stadele@agilent.com Loveland Colorado, Colorado 80537 970-679-3483 Mail stop: CU326 970-679-5260 FAX CC: <glstadele@attbi.com>, <sjoy@fcgov.com>, <bhamdan@fcgov.com>