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Supporting Documentation · Oct 12, 2022

PB 22 10 Altera 769 LLC Filed Application with Exhibits Final Site Plan Phase 2

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Applicant Altera 769, LLC 5910 N. Central Expressway, Suite 1360 Dallas, TX 75206 Municipal Engineer CME Associates 849 W. Bay Avenue, Suite 7 Barnegat, NJ 08005 Attn: John J. Hess (732) 410-2650 Property Owners Block 166.15, Lot 6 Altera 769, LLC 5910 N. Central Expressway, Suite 1360 Dallas, Texas 75206 Design Engineer Dynamic Engineering Consultants, P.C. 245 Main Street, Suite 110 Chester, NJ 07930 Attn: Robert J. Colucco, PE (908) 879-9229 Party Responsible for Maintaining Stormwater Management Facility Altera 769, LLC 5910 N. Central Expressway, Suite 1360 Dallas, Texas 75206 Attn: Eddie Tillman (972) 897-4961 C. Proposed Best Management Practices: Bioretention Basin Stormwater runoff generated from the proposed parking area, which includes one (1) Small-Scale Biorientation Basin, is located on the north west side of the site. The proposed bioretention basin has been designed to address the applicable aspects of NJAC 7:8. The stormwater runoff generated by the subject site will be directed to the basin through storm water management practices. Smaller runoff events will be infiltrated and collected via under drains and larger runoff events will be discharged at a controlled rate via proposed outlet control structures. Stormwater runoff that is

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events will be infiltrated and collected via under drains and larger runoff events will be discharged at a controlled rate via proposed outlet control structures. Stormwater runoff that is detained below the lowest outlet is infiltrated and shall drain from the basin in under 72 hours via the proposed underdrains. If significant increases or decreases in this drain time are observed, a qualified licensed Professional Engineer shall be contacted to evaluate possible corrective measures that may be required. Altera Development Company, LLC -3- Revised August 2022 DECPC #2530-99-006

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