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HomeMy WebLinkAboutSite Certifications - 12/27/2002NORTHERN ENGINEERING NESERVICES, INC. SITE DRAINAGE CERTIFICATION LETTER December 27, 2002 Jay Barber City of Fort Collins Stormwater Utility Department 700 Wood Street Fort Collins„ Colorado 80521 Subdivision: Bennett Road Bungalows Lot 'Number: -entire -site Address: Bennett. Road - Fort Collins, Colorado 80521 Building Permit Number: N/A. Surveyed By: Northern Engineering Services, Inc. Fort Collins Benchmarks: City Identifier 29-92, Elevation = 5022.49 City Identifier 30-92, Elevation = 5055.04 Date of Certification: December % 20.02 Dear Mr. Barber: We have completed our review of the "as -constructed" drainage and grading improvements at Bennett. Road' Bungalows. This certification is intended to verify compliance with the approved construction plans by Northern Engineering Services dated 04'/09/02 and with signed revisions dated 08/02/02 and 11/06/02. A field survey was conducted by Northern Engineering on 12/09/02 and has been used in the evaluation of the site improvements. Based on the survey data provided, the proposed drainage improvements,are inplace and appear to be consistent with the. intended drainage design. Permanent structures such. as pond outlet walls, storm sewers, etc. appear adequate: Volume calculations for the as -constructed detention pond were performed to verify storage requirements. Table l summarizes the results of the pond analysis: TABLE 1 As -Constructed Detention Pond 1 Summary Item Designed Constructed Water Quality WSEL (ft) 5033.15 50341.63 W,QCV (ac-ft) 0.,063 0.063 Max. 100-Year WSEL (ft) 5033.2 5033.1 Total Volume Provided _(ac-ft) 0.495 0.476 Spill Crest Elevation (ft); 5033.15 5033.12 Spill Height (ft) Lo 1.0 Top, of Berm Elevation (ft) 5034.15 5034.13 ,Freeboard (ft) 1.0 1.0 r. v��� L 420 SOUTH HOWES, SUITE 202 / FORT COLLINS, COLORADO 80521 /' 970.221.4158 / FAX 970.221.4159 The calculation sheet of the constructed pond volume has been provided in order to document the surveyed detention storage. Afso attached are drawings of both the approved design and constructed storm drainage improvements., A visual. site inspection was performed on 12/20/02 by a project engineer., It was confirmed at that: time that all remaining miscellaneous drainage features such as concrete pans, riprap, sidewalk chases, timber retaining walls, orifice plates,, etc. were .in place: ENGINEER'S STATEMENT OF COMPLIANCE: This certification is signed and stamped by a professional engineer registered in the State of Colorado. By signing this certification the engineer attests that to the best of his knowledge the surveyed grading as shown in the enclosed certification is in .compliance with the approved grading plan for this lot and subdivision as shown on the approved final utility plans. Thank you for your. time and consideration of this request. Please call us if you have any questions. Sincerely, NORTHERN ENGINEERING SERVICES, INC. J - 11. 4 A & #41J Nicholas W. Haws, E.I.T. Project Engineer. enc. cc: Steve Spanjer - Spanjer Construction Corporation Gregg Seebohm — Double Eagle Construction Services 1 Roger . Curtiss, P.E. Vice President MqWP . rl!!�= Mir L40— OWTFIRME I 11's 3 mow NF—-mar- zm ' —VOMMUMME.M. Va., I CATION ID DAnn 'oA roNroNAL UNAOINU & 15HOSION CONTROL NOTESI nW CM INSPECTOR MUST BE NOVIED AT LEAST 24 HOURS PRIOR Yo ANY CON9TIMTON ON yM SrFL ML MUIREO MUM PERUM SILT FENCING SHALL WARM SHALL BE 9 WAUM air DW AUM PIRIOR TO AT THE ANY LAND AWROMN OWUWW ACITAN TIME IN ME WXXRUN(L SW CONSIRUCTM SQUIB EROSION CONTROL PRE-411MURBANCE WE AREA VEWATMN SHALL K. FROMM RWUM FOR IMMEDIATE UCTM D AND RETAINED OPERATIONS WNERLVI AND FOR THE POSSOM RDIOM SMWIW PRACIZALVERIOD OR 0WURW= OF ID OF TIME. ALL SOILS EXPOSED 'OURNG LAND COURBANCE ACim GRADIM V;rlg IWALLATIOj%,STR0CI(F4UN& FLUIG. IONDITION lutmoll R PERMANENT BY RIPPING OR SLING Pmmr, STREET RICIM, OWSION WWft AM LAND Of WAY OM CONTOU U MULCM, REMAIN OY ULO. UW NO. VEWA LAND DISTUROING EM) IS INSTAILLM :R OR OTHER ACTIVIN URL439 M - M EROSION CON F9 OR MORE OnfMWl=RW' mw nnnncmry cum 1 cc w&vcnm &wn ummmum -AT m I ?%we rd mmn emummm N%Tm &rqungm an As Tn Pf&%4-wr wa SJHW VWLTATUM'SHALL BE LINKED .TO 00- SMALL BE KEPT 14 A ROUGHEN® ROL IS INSTALLIM, ND SOILS IN AREAS 31DAVA ARFnW RFMIRvn 1WUPnDAW I clown ro" POND 1 A -� NTIIN FOND 1 POND D 1 POND I POND 1 A—� Obi .. 1 +UND&Ti�INED IN 1A —> NE 1 --> POND N 18 —>NE I A%M —> NO �N —>1 —> Q , iASIN 3 —> STORM UNE 1 SIN 4 —> STORM UNE i -> POND (SIN 5 —> STORM LINE 1 POND MIN 6 —> STORM UNE 1 —> POND IASIN 7 —>—STORM UNE- 1 —> POND ;INS TO DETENTION POND 1 E UNDETAINP r RD' NORTH FL UNDETAINED Well -Screen Trash Rack-/ �T . 3 Columns of 1/2` Dia.:Halss-� I Drilled Through Steep Plate Toe Wall! - ® 2" O.C. .Column Spacing ELEVATION i -.09,,. C8x18.75 ATnaican Standard Struetuml Steel Chanel. TnrA Rack Atfiodied - E* 110ding U.S. Filter Stainless Steel W09—Screen Screen #93' VEE With O 39" Wire Slot Openings TIE 0.074" x 0.5" O.C. Spacing . T4- 3/4" x 1.0' Angle Capon Steel Frame (Or Approved Equal) Well-S+ereen Frame -� Attached To Channel By. Interrnktant Welds DrIN .(3) 1/2"0 holes _ -SECTIQN A -A - TRASH RACK FA 77 AB -.POND. txt BENNET'ROAD BUNGALOWS "AS -CONSTRUCTED" 'POND VOLUME SURVEYED ON,: 12-09-02 SURVEYED BY':' NORTHERN ENGINEERING SERVICES, INC. #Units=Elevation, ft_,Area,ft2,Volume,,ft3,volume, ft3 # Elev Area Conic Vol Cumml Conic # ft ft2 ft3 ft3 5034.1000 13925.1311 1392.2550 34.650:.1300. ToP <9F gERM 5034.0000 13919.9686 1391.7388 33257.8750 5033.9000 13914.;8068 1391.2226 31866..1363 5033.8000 13909.6458 1390.7066 30474.9137 5033.7000 13904.4854 1390.1906 29084.2071 5033.'6000 13899.3258 1389.6746 27694.0165 1•O� FREE50itRD 5033.5000- 13894.1669 1389.1588 26304.3419 5033.4000 13889.0087 1388:6430 24915.1831 5033.3000 13883..8512 1388.1273 23526..5401 5033.2000 13878.6945 1387.6010 22138..4129 5033.1000 13873.3247 1378.1235 20750.8119-< WS EL 5033.0000 '5032.9000 13689.3501 1359.6992 19372.6884 �f = 41� ac-ft. 13504.8427 1341.2101 18012..9892 5032.8000 13.319.5730 1322.6686 16671.7791 5032..7000 13134.0161 1304.1824 15349.1105 '5032.6000 12949.8485 1285.7968, 14044.9281 5032.5000 12.766.3064 1267.4801 12,7591313 5032.4000 12583.5150 1249.2410 11491.6.512 5032.3000 12401.5257 1230.6095 10242.4102 5032.2000 12210-9095 1209.9220 9011.8007 5032.1000 11987.8730 .1184.7561 7801.8787 '5032.0000 11707.8009 1154.2806 6617.1226 5031.9000 11378.5930, 1111.0086 5462.8421 5031.8000 10843.7253 1020.7272 4351.8334 WQ GV 5011.7000 9583.7836 870.1524 33'31.1062Z�44-.28 �t3=0.OE93ac-ft 5031.6000 5031.5000 7848,.1374 6416.2390 712..0180, 571.2480 2460.9538 1748.9359" APPR�X. So31.�3.ft 5031.4000 5036.'5250 447.5357 1177.6879 5031.3000 3936.7403 330.2622" 730.1'521 5031.2000 2706.7860 223.3727 399..8899 5031.1000 1791.9984 140.8887 176.5172 5031.0000 105.7.8378 35.6285 35.6285 50301.9000 0.1124 04000 0.0000 Page 1 No Text I •, a 3 I� lop, �►. hA 1. y. \\\ 1 w O�bF41. h ;Dh �¢ cjh^c6 'tiO`e ` p w w - I Le � 1NA,1, ►a ,�1� rF. B e� 1 wt IV O - Q \� •""�- ILL EC AT RIMLL LESSINVERT:OF 2.84=5033.63 AT RIM 5035.88 LESSINVERT � OF 2.64=5033:32 �� _..._ EL AT RIM - 5035:57 LESS INVERT, OF 266=503291'. EL AT RIM = 5035.18' - LESS INVERT'OF 2.64=5032.54. --`---"'----- EL AT RIM = .5034.60 . EL AT, RIM = 5034 27 --- '- - - - — _ -- -- - — - - -� - -- - - -' --(- --- -.-.-.- .. _ ----- •"'--•^----__ _ � LESS INVERT OF 2.62 5031.98 SS IN 0 LE VERT. F 2.70=5031L57 103 _ �LE A' RIVERT'OF' 24720.5031:28 PT 101 '! PT 102 'EL AT PoY 5033:43 RIM —__ _ ,EL AT 5033.63 LESS INVERT OF 2.38. 5031:07 9E_2J9_ ... _ , ►7 RO IR 'ATE ID L GE :' , EXISTING STORM SEWER EXISTING STORM SEWER INLET 'SEW 000 Now 'PROPOSED 'STORM ER d WNW .PROPOSED STORK SEWER INLET w....._,....._._. 5020 ._.____._..__.._. EXISTING, 'CONTOUR 20' PROPOSED CONTOUR PROJECT BOUNDARY -' :� !• m! ml DESIGN DRAINAGE 'BOUNDARY pL 1 BASIN DESIGNATOR 1.10 AREA: IW ACRES \( QDESIGN POINT SWLE "M �_— SWALE SECTION CONCENTRATED FLOW PATH SHEEL FLOWN PATH 1OD-YEAR WSEL GRAPF41C SCALE: 40 0 40 80 120 Feet ( IN FEET ) 1' inch = 40 it. Cft of combo, �I 0 nottund ["wesslar-wof farUwn fnallmw insues,. w � i= f,.CA � � Qf ttp �'G uc •�i 3` o �,.. d�{�, y � p'�✓" c ,.'vw kit A1� �- . p. W i Cy gyp,, ow 4 w �.; .. 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