Laserfiche WebLink
Page 3 of 4 <br />proposed revised access and haulroad profiles identified in the TR4 application <br />according to Rules 4.03.1 and 4.03.2. <br />14. Proposed revised page 2.05 -25 states that As -Built certifications will be developed and <br />provided to the Division upon the completion of haul roads and access roads. No as -built <br />certifications have been provided to the Division and none were included in the TR4 <br />submittal. Please provide appropriate as -built certifications for all constructed haul <br />roads and access roads proposed. <br />15. Proposed revised page 2.05 -27 discusses the proposed CDPS permit. Page 2.05 -27 states <br />that upon approval and receipt of the applied for CDPS permit, a copy will be inserted <br />into the PAP in Exhibit 2.05.3 -E3. The Division is aware of the approval of COG - <br />0048275. Please provide a copy of the CDPS permit for inclusion to the permit and <br />revise page 2.05 -27 to acknowledge the approved permit. <br />16. The last paragraph on approved page 2.05 -86 identifies surface disturbance totals of 276 <br />acres. Please revise page 2.05 -86 to the proposed correct acreage amounts in the <br />TR4 application. <br />17. Approved page 2.05 -87 states that the lower sump has a capacity of 1.3 ac /ft above the <br />principle spillway. Based on the proposed Map 2.05.3 E2E submitted with the TR4 <br />application, the lower sump has a revised capacity above the principle spillway of 1.07 <br />ac /ft. Please revise the text to reflect the revised designs of the Lower Sump <br />proposed in the TR4 application. <br />18. The proposed revised page 2.05.3- E2.14, Table 2.05.3 -E2 -6 lists design criteria for <br />Grassy Creek Diversion and the New Bone yard Diversion. These two diversions are not <br />identified on the proposed revised Map 2.05.3 M4. Please revise the proposed Map <br />2.05.3 M4 to delineate all diversion in which designs are required. <br />19. The proposed revised page 2.05.3 -E2.15 states that a minimum of 0.03 feet of freeboard <br />will be utilized in the ditch designs. The correct amount that should be used is 0.3 feet of <br />freeboard. The SEDCAD demonstrations include the 0.3 feet of freeboard. Please revise <br />the text from 0.03 to 0.3 feet of freeboard. <br />20. Proposed revised Table 2.05.3 -E2 -11 on proposed page 2.05.3 -E2.23 lists Culvert 56A as <br />an operational culvert. This culvert was not identified on the revised Map 2.05.3 M4. <br />Please revise Map 2.05.3 M$ to include all culverts which a design is required. <br />21. Due to the revised SEDCAD design criteria for Pond 002 and the Pecoco Pond both a 10 <br />year /24 hour storm event design and a 25 year /24 hour design is required. The only <br />storm event design was for Pond 002, 10 year event. Please provide revised design <br />information and structure network parameters for the Pond 002 25 year event and <br />the Pecoco Pond 10 year and 25 year events. <br />