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HomeMy WebLinkAboutSite Certifications - 09/09/2003NORTHERN ENGINEERING SERVICES, INC. September 4, 2003 Jay Barber City of Fort Collins Stormwater Utility 700 Wood Street Fort Collins, Colorado 80521 RE: Spanjer Office Building J / Drainage Certification Dear Jay, This letter is in regards to the Spanjer Office Building on Cameron Drive, more specifically, to the as -constructed key drainage features. Based on survey information provided to our office by RJL Surveys August 22, 2003, all drainage features will operate as designed. There are some discrepancies between the actual and design elevations, this is due to inaccurate existing topography, however the overall intent of the drainage plan is achieved. Water quality capture volumes were not determined from this survey as an accurate surface could not be constructed from the information, yet given that the actual spot elevations shown are at or below proposed grade for both WQCV A and WQCV B, it would stand to reason that the ponds have adequate or even excessive volume provided. The swales, crosspans, outlets, and sidewalk chases do provide mitigation for the developed condition and does essentially perform in accordance with the intent of the final drainage study and per the City of Fort Collins Stormwater Design Criteria. A sketch of the drainage facilities is included with this certification, please feel free to call with any questions you may have regarding this letter. Sincerely, ter0yalsh, EI Project Engineer Roger A. Curtiss, P.E. = L 27362 Project Manager cc: Steve Spanjer STORMWATER RECEIVE® SEP 0 4 2003 420 SOUTH HOWES, SUITE 202 / FORT COLLINS, COLORADO 80521 / 970.221.4158 /. FAX 970.221. 159 g71a fd ° +CL SWALEx G h G�`'�c / x _ o x \C S 159 �•. � �� \ CL G�OGGe 1txlb 1 0 ? n M 1 b /SI 4959.14 to C Op8)f cl�9sa eFR Xq Lo tx S�Yq p 49 .91 0 k�'O�' TOP BERM ❑ la (F+ C + ��S3 g 5 •BERM , LL 49 +SOP n xG� O eo�ro CP t. / .. + x <6 57 ` .� Q 10 0 10 20 30 Feet i q IN FEET) f f 57 n ry- 1 inch = 10 ft. q o. 1 k OQ ro1' l 5 FF-64.29 f �' x— `� �' 0 LOWER LEVEL-54.0 D�03�, g. �I GCb Oo' G° r f WQCV A 0 6 ^�� �" G fo 3�P�� a� ��P���� 0�p• G� INV=55.55 GGb v n° 3 Q°jb-4'n ` G�C�0�° /54.0 ° dd� ���Oo�D�cl� y5 P� a �1 NG� 6• �P -b0Q� 6��- — o�� x G y / / Il . O �,. t�G 53.9 x 4956 �G g9p5 054.0 54.0 4957 2.92% r38� eW' OS TOPiWALI n (O}i S'F ^� �54:7 g" 7.21 8.33%_ 57.2+ 95RMP / 4954 72 o�'��Q�Eti L 8.33%_ / CL RMP � C� �oh�k� R9S6�0 5 1 SVg� �Xs S R G 43 C� oA k�0 Ol X / 15 0 15 rr r 30 -Feet / / ( IN FEET / r 0��°1�°°R a_ x 9 / / yM� ypi gy^J'yy0 1 inchf= 15 ft. �. xGy k960.59 m� b a+ %�' xFv,�G / ✓ .y0 a� 496iCL SW0 +NE t.X€+ 7' e / / 64 9 xiG Gr � _m •.g /1+ G r% aq p9 P N / xG r / 26 b .S U .�Q j 309yry �96Z64N bQ`'� q a fLr6?96s?� q yry"..yy _.. a 9yG^ 6 9ry 961.43 6� 06 a 61 b t/W G 62 a- A43 N �61 .f4' _ yeG� ✓� x pea eA U , _ oCb, •- <.p9 ✓ b y , 5§Q pgyOQ_yge .r" bpi. Ca _ ✓n xGO� ' m 5T 54 49yT � �yq•G°� -. ^-�� ��' � , * y E .r^ Cl1+ ii y'tt b yt Q (J' J `.'.r" � \ a�'y p� t�S�' • • • f ni`i'� % G�' T°Y/ t-..� _ bjJ "'. O/ \ �yb`�(G (�,0 � yG>16 � "" l°•Sy.� � qum" J{,r � i , � ° '. � kqy� 1� ., „' _ ,g^ CONCRETE WALL ttrob AA,9 s WQCV I3` 4y °�9s9 �M55R05 ,� /� f N Ssr,,....r•o� A;�," _ ��cSCP�O J'a"sJ f 49y66 fS'.`3EL C . LT 3 TxysB o�s� / 10 l \ �5606 b9yQ° C` W Cb b°