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HomeMy WebLinkAboutSite Certifications - (10)July 17, 1996 Mr. Basil Hamden City of Fort Collins Stormwater Utility Department P.O. Box 580 Fort Collins, CO 80522-0580 Re: Dakota Ridge P.U.D. Third Filing Project No. 10-746-052 Dear Basil: Enclosed please find our Stormwater Certification for Dakota Ridge Third Filing. This certification is for the remainder of the storm drainage facilities at Dakota Ridge Third Filing. All pipe, inlets, and flared end sections have been installed in accordance with the revised Grading, Drainage, and Erosion Control Plan that was revised and approved on June 17, 1996. The drainage Swale has also been installed according to plan. We have included for your review the following materials: 1. Drainage Certification Form. 2. Copy of survey field notes. 3. Red lined drawings of as -built conditions, Sheet 7 of 18. After a field review and the analysis of the survey field notes, we are able to certify the acceptability of the designed and built storm drainage improvements. If you should have any questions concerning this certification please do not hesitate to call. Respectfully, TST, INC. CONSULTING ENGINEERS Steve F. Humann, P.E. //��1Q RAD/ Enclosures �. . Oe TST, INC. Consulting Engineers ttt 1t,r,.- . 748 Whalen ay—BwldingD Fort Collins. CO 80525 (970) 226-0557 Metro Denver (303) 595-9103 Fax (970) 226-0204 Richard Rorak 102 Invemess Terrace Fast Suite 105 Englewood, CO 80112 (303)792-0557 Fax (303) 792-9489 W DRAINAGE CERTIFICATION FORM Please fill out all applicable items in this certification form for single family, multi -family, and commercial properties. Write "OK" for items checked or actual number checked in field. Use "N/A" for items that are not applicable to the property that is being certified. A. Drainage Facilities Certification 1. Pond Certification Volume Verification a. Topographic records and volume. b. Cross -sections and spot elevations Positive Fall to Pan , PIA Side Slopes Invert Elevation 1a Spillway Elevation D_ Placement and Size of Riprap� Side Slopes Grading ev fa Orifice Plate Installation and Size Compaction of Berm Structural Integrity of Pond 2. Swales Location (are they within easement) Dimensions and Cross-section Verification �✓ Longitudinal Slopes and Side Slopes Spot Elevations Permanent Erosion Control Measures (drop structures, riprap, etc...) Tie-in to Pipes, Pans, Curbs, etc... Weir Size (elevations, size, opening, etc...) ✓ Available Freeboard Landscaping Infringement on Swales ✓ 3. Pipes Size and Type ✓' Slopes (as -built and comparison to minimum 0.4% slope) f Pipe Capacity Calculations (if slopes are significantly altered) Invert Elevations Installation and Backfill Material v Cover Encasement and Clearance ✓ (from other utility lines close by) Joints 4. Concrete Pan Channels Size Slope Super Elevation Cross-section Thickness Elevations 5. Inlets Size and Type Size of Opening (or name of standard used) Grate Elevation Invert Elevation Box SiZe 6. Cross Pans Size Type Grade Elevation Cross -sectional Depth Tie-in to Curb and Gutter A,- ' 0 _, 0V* T 7. Culverts Size Type Invert Elevation Headwalls 8. Underdrains Size Type Cover Back ill Geotextiles Cleanouts 9. Curb Cuts size Tie in to Swale, Pipe, etc... B. Certification of Grade Elevations Adjacent to Drainage Facilities Minimum Opening Elevations Top of Foundation Elevations Comparison to 100 Year WSEL's (Freeboard requirements and floodplain issues) C. Certification of Erosion Control Measures 1. Permanent Measures Permanent Vegetation (6" bare spots and weeds under control) 7— L-1* .4 .e Riprap Riprap Bedding Drop Sections Sediment Basins/Water Quality Pondsh Netting Mats/Blankets n� h Mulching 2. Tem Draw Measures Mulching Inlet Filter Installation Check Bale Dams ` Seeding and Temporary Vegetation . Silt Fence D. Site Cleanup After Construction Construction Clean Up _ Smoothing of Ruts Reseeding E. Statement of Compliance This certification is signed and stamped and by signing this form the engineer (s) attests that to the best of his knowledge the as -built conditions of the drainage facilities are as described in the above form and in the redlined plans enclosed. Failure to properly disclose all know information could result in the rejection of this certification and prevent the release of any Stormwater Utility holds on Building Permits and/or Certificate of Occupancy. F. Signature and Stamp by a Colorado Registered Professional Engineer 0 Path: K:\TDS File: DAKSTCRT.ASC 376 .a.. 7-16-96 7:05:26 am Page 1 1, 5000.000000, 21 4995.552100, 31 4982.927019, 4, 4985.577676, 51 4986.692875, 61 4987.685429, 5000.000000, 5440.637600, 5439.258300, 5285.165614, 5118.226826, 5004.470984, 4919.780000,ANG PT 40 4922.7100001PIN 47/58 4920.636233,FL 15IN ADS 437 4922.145009,TOP OF GRATE `SA -A. ZtdZ 4921.726315,TOP OF GRATE Sia 1}10 4919.336795,FL 15IN ADS .b+0O A TST, INC. Consulting Engineers CLIENT �//� JOB NO. /9 — �'4V —e25-2 PROJECT /// "'��/Qi /%///i.�/ CALCULATIONS FOR MADE BYy�'I{�7 i DATE CHECKED BY DATE SHEET OF Y%:Gf iry - 2. B c f5 / f'f -, o ,� 2.JCr1 /iT G050713-Ba TST, INC. Consulting Engineers CLIENT JOB NO. A9 -e252 PROJECT /� MADE BY 3 •�W,471, IIS9 . CALCULATIONS FOR �� -DATE- SHEET v DATE -- I' lq6 CHECKED BY OF J j F 4- —T 7- j it T T IT 2� 4. 1-1-4 L.: ---L 1. T-, J, �Iz -4 -ice r -4 :1T7 L L 00' 4 7 00 L A? 7 G050713-84 4. 1-1-4 L.: ---L 1. 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