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G. Pdditional strain calculations are located in Valune 3. LUriny this <br />initial aid future permit tErms, additional s~sidence monitoring will <br />verify the calculated effects of partial extraction. 6b structures will <br />be undermined during the initial permit farm. <br />H. 1Ylequaba protection, monibaring, and mitigation measures for identified <br />pipel roes is addres~d in Section 2.05.6(6) (e) (iv) aid in the Subsidence <br />l~pair Handbook, Volume 3. <br />I. Str~tures within tha permit area have been de~ribed aid are adequately <br />prof ec fed as described in Section 2 .05.6 (6) (f) (ii) (B) (I I) . wne will be <br />undermined during the initial permit arm. Pdditional monitoring will <br />verify proposed protective measures. <br />J. A teclnical analysis of projected deflection aid bending of pipelines is <br />presented in Volume 3. PppropriatE subsidence mrnitoring (leak demo- <br />tion) is de~ribad in the Subsidence l~pair Handbook, Vnlune 3. <br />K. A mrnitnriny plat aid Harming procedure for Steven's (lalch Read is <br />located in Sbction 2.05.6(6)(f)(iv)(A) aid in the 9ibsidence F~pair <br />Handbook, Volume 3. East Iba~ap Creek access is a controlled access, <br />1 fight traffic trail . The monitoring aid earning procedure is (bind in <br />the Subsidence Impair Handbook, Volume 3. <br />L. A cl ar ified Sl~bsid ence Nntrol Pl ai is 1 ocabed in ~c tion 7 .05.6 (6) (f) <br />(ii)(B)(III) rhich staffs that for structures, a 300 ft. buffer acne <br />will be maintained around occupied structures finless o~.ners are <br />consul bed. <br />• M. Calculations supporting pillar stability are locab:d in the Pillar <br />Stability 12 port, Volume 3. Site specific monitoring, as describe3, <br />will be gatl~red aad Evaluated m verify these. calculations. Justified <br />changes ~,ould then be made >p future barrier pillar design. <br />• <br />