pits reel ‘ ; 4 . : Oe *. Wye tte RY ASSOCIATED ENGINEERING (B.C.) LTD. 4940 Canada Way Burnaby, B.C. February ll, 1992 . p | ease ‘ . vet ae, , ‘a - 1 File: VP52 ~ 3 : 04-384987 04) 291-6163 1 wn The Corporation of tne . City of Port Coquitlam \eerer 2580 Shaughnessy Street | PORT COQUITLAM, B.C Y¥3C 2A8 oe weet Attention: Igor Zahynacz, P.Eng City Engineer Dear Sirs Re: » Coast Meridian Dock Approach Ramp In response to your request, we inspected the above structure and the approach ramp on February 7, 1892. We noticed the side slopes of the ramp are subject to erosion partly: from surface drainage and partly from tidal variation of the river levels. This is due to the steep slopes resulting from the Fisheries constraints to confine the construction within the foot- print of the old ramp. This could be corrected by placing a layer of quarry tailings,.300 mm minus on the existing slopes, the layer thickness should not be less than 300 mm. We understand that this work can be done by your forces. The rock quantity for both slopes is approximately 40 m and is estimated to cost about $2000 including transportation and placing. — If you need any further assistance please jet us know. Yours truly, OE ites ani a” S. Gunadasa, P.Eng Project Engineer SG/kk/Wo. 1 A member of the Associated Engineering Group ot Companies: