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The estimated pond sites are located as follows : • Pond 1 is for the onsite drainage of CR-510 west of the 59'" Avenue, located at the CR-510 low point, at Station 298+80, and the north end of IRFWCD Lateral G Canal for the outfall. • Pond 2, located on the Fender and Graves Brothers property, is for the onsite drainage of CR-510 east of the high point, at approximately Station 314+00 to the US- 1 intersection. • Pond 3, located on the Red Stick Golf Club property, is for the onsite drainage of 58� Avenue. • Pond 4, also located on the Red Stick Golf Club property, is for both the offsite and onsite drainage of CR-510 east of the 58'" Avenue intersection to the high point at approximately Station 314+00, and is located adjacent to the CR-510 low point, at Station 308+00. • Pond 5, located adjacent to the SR-510 low point, at Station 347+70, and on the Kennedy property just west of 87'" Avenue, is for the additional volume necessary for onsite drainage of SR-510, east of US- 1 , and that which is not accommodated by the Bristol Bay development. • Pond 6, represents the location of the Bristol Bay development site, which will accommodate the SR-510 drainage, in that area. • Pond 7, is the existing pond on the CVS property, located at the intersection of CR-510 and US- I , is anticipated to be impacted due to the widening. "SECTION III — SCOPE OF SERVICES" is being modified to incorporate the following: The ENGINEER agrees to perform professional design and related services in connection with the project, as required and set forth in the following: B. 3. Pond/Prooerty Site Surveys It is assumed, following pre-60% plan completion, that the project drainage will require seven (7) pond sites. Of these locations, as stipulated above in Section I — Project Limits and Description, two (2) sites will take advantage of existing pond sites on the Red Stick Golf Club property and the Bristol Bay development. However, minor survey detail will be required from the roadway drainage system to the existing pond site on the Red Stick property . The ENGINEER shall perform property boundary and topography surveys to acquire sufficient information to facilitate the design of the project drainage system. Information to be acquired will be imported into the project Digital Terrain Model and planimetric files. Existing available information will be researched to expedite the field surveys. When the fee utilized equals 75%, the ENGINEER will assess and advise the COUNTY if the balance of the work can be accomplished with the balance of the fee. If the work cannot be completed, the ENGINEER will notify the COUNTY, in writing, and make a request for a supplemental agreement. 2