PB-24-19 TheWayMaker LLC Block: 106 Lot: 20.03

17. 18. 19, 20. Zils. The plans and testimony also establish that the existing boulder wall will be partially removed, and the area graded, and a second tier wall will be added so that the maximum height of either wall will be below four feet high. Mr. Cokeley also testified that it was his opinion that the stormwater drainage ditch is not regulated water in accordance with N.J.S.C. 7:13-2.2 and submitted an opinion letter dated April 16, 2025 into the record. Mr. Cokeley confirmed that they can address or comply with all of the Planning Board Consulting Engineer’s comments and requests set forth in the report dated November 26, 2024, and revised January 8, 2025. In response to the Planning Board Consulting Engineer’s concerns about stormwater runoff towards Llewellyn Park from the new elliptical pipe and outlet controls from the seepage pits, the Applicant put forth a design (as further described in the Settlement Agreement dated April 16, 2025 submitted by the Applicant) that will remove the elliptical pipe located at the end of the ditch in its entirety and replace it with riprap and at least two check dams along with doubling the size of the scour hole in the area so depicted on Exhibit A of the Settlement Agreement (Exhibit A-1 submitted to the Board). The geotechnical study performed by Applicant (report dated February 27, 2025) supports the use of the proposed storm water system. Phillip Scott, PE, the Planning Board’s Consulting Engineer, testified that the Applicant’s proposed design for the storm water management system is not in the area of steep slopes and that the work proposed by Applicant, including removal of