San Clemente City Council
November 15, 2022

KĐƚŽďĞƌϭϭƚŚ͕ϮϬϮϮ
<ŝĞů<ŽŐĞƌ͕ŝƌĞĐƚŽƌŽĨWƵďůŝĐtŽƌŬƐ
ŝƚLJŽĨ^ĂŶůĞŵĞŶƚĞ
ϵϭϬĂůůĞEĞŐŽĐŝŽ
^ĂŶůĞŵĞŶƚĞ͕
ZĞ͗ ^ĂŶůĞŵĞŶƚĞDĂƌŝƉŽƐĂWŽŝŶƚWĞĚĞƐƚƌŝĂŶƌŝĚŐĞZĞƉůĂĐĞŵĞŶƚΘ^ůŽƉĞZĞƉĂŝƌWƌŽũĞĐƚ <W&&^ĐŽƉĞĂŶĚ&ĞĞWƌŽƉŽƐĂů
;<W&&:ŽďEŽ͘ ϭϬϬϵϮϬϬϬϭϰϵͿ
ĞĂƌ<ŝĞů͕
<W&& ŝƐ ƉůĞĂƐĞĚ ƚŽ ƉƌŽǀŝĚĞ ƚŚŝƐ ƐĐŽƉĞ ĂŶĚ ĨĞĞ ƉƌŽƉŽƐĂů ĨŽƌ ƚŚĞ DĂƌŝƉŽƐĂ WŽŝŶƚ ƉĞĚĞƐƚƌŝĂŶ ďƌŝĚŐĞ ƌĞƉůĂĐĞŵĞŶƚĂŶĚƐůŽƉĞƌĞƉĂŝƌŝŶ^ĂŶůĞŵĞŶƚĞ͕ĂůŝĨŽƌŶŝĂ͘ƐLJŽƵĂƌĞĂǁĂƌĞ͕<W&&ƉƌĞǀŝŽƵƐůLJƉƌŽǀŝĚĞĚĂ ƐĐŽƉĞĂŶĚĨĞĞƉƌŽƉŽƐĂůĨŽƌƚŚĞĂůƚĞƌŶĂƚŝǀĞĂŶĂůLJƐŝƐĂŶĚďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚĚĂƚĞĚƵŐƵƐƚϮϲ͕ϮϬϮϬ͘^ŝŶĐĞ ƚŚĞŶ͕ƚŚĞĂůƚĞƌŶĂƚŝǀĞƐĂŶĂůLJƐŝƐŚĂƐďĞĞŶĐŽŵƉůĞƚĞĚĂŶĚ<W&&ŚĂƐďĞĞŶƐƵƉƉŽƌƚŝŶŐƚŚĞŝƚLJŝŶĚĞƚĞƌŵŝŶŝŶŐ ĂĨĞĂƐŝďůĞĂŶĚĞĐŽŶŽŵŝĐĂůĂƉƉƌŽĂĐŚĨŽƌƌĞƉůĂĐŝŶŐƚŚĞĞdžŝƐƚŝŶŐƉĞĚĞƐƚƌŝĂŶďƌŝĚŐĞ͘dŚƌŽƵŐŚƚŚŝƐƉƌŽĐĞƐƐƚŚĞ ƐĐŽƉĞŽĨƚŚĞďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚƉƌŽũĞĐƚŚĂƐĐŚĂŶŐĞĚƚŽŶŽǁŝŶĐůƵĚĞƚŚĞǀŝĂďŝůŝƚLJŽĨŵŽĚŝĨLJŝŶŐƚŚĞďƌŝĚŐĞ ĂůŝŐŶŵĞŶƚƚŽƐŚŝĨƚƚŚĞďƌŝĚŐĞĂǁĂLJĨƌŽŵƚŚĞŚŝůůƐŝĚĞĂŶĚƚŚĞĂĚĚŝƚŝŽŶŽĨƚŚĞƐůŽƉĞƌĞƉĂŝƌĂƚƚŚĞĐƵƌƌĞŶƚ ĨĂŝůƵƌĞůŽĐĂƚŝŽŶ͘
WƌŽũĞĐƚKǀĞƌǀŝĞǁ
Ɛ ƉƌĞǀŝŽƵƐůLJ ĚĞƐĐƌŝďĞĚ ŝŶ ƚŚĞ ϮϬϮϬ ƉƌŽƉŽƐĂů͕ Ă ƐůŽƉĞ ĨĂŝůƵƌĞ ŽĐĐƵƌƌĞĚ ƵƉƐůŽƉĞ ŽĨ ƚŚĞDĂƌŝƉŽƐĂ WŽŝŶƚ ƉĞĚĞƐƚƌŝĂŶ ďƌŝĚŐĞ͘dŚŝƐ ƐůŽƉĞ ĨĂŝůƵƌĞ ŚĂƐ ƌĞƐƵůƚĞĚ ŝŶ ĚĂŵĂŐĞ ŽĨ ƚŚĞĞdžŝƐƚŝŶŐ ďƌŝĚŐĞ ƐƉĂŶƐ ĂŶĚ ƚŚĞ ŝƚLJ ŝŶƚĞŶĚƐƚŽƌĞƉůĂĐĞƚŚĞĞdžŝƐƚŝŶŐƉĞĚĞƐƚƌŝĂŶďƌŝĚŐĞǁŝƚŚĂŶĞǁĂůƵŵŝŶƵŵďƌŝĚŐĞǁŚŝůĞƵƚŝůŝnjŝŶŐƚŚĞĞdžŝƐƚŝŶŐ ĂďƵƚŵĞŶƚĨŽƵŶĚĂƚŝŽŶƐ͘
<W&& ƉƌĞǀŝŽƵƐůLJ ƉĞƌĨŽƌŵĞĚ ĂŶ ĂůƚĞƌŶĂƚŝǀĞƐ ĂŶĂůLJƐŝƐ ǁŚŝĐŚ ĐŽŵƉĂƌĞĚ ĚŝĨĨĞƌĞŶƚ ďƌŝĚŐĞ ŵĂƚĞƌŝĂůƐ ĂŶĚ ĐŽŶĨŝŐƵƌĂƚŝŽŶƐ ǁŚŝůĞĞdžƉůŽƌŝŶŐ ƚŚĞ ĐŽƌƌĞƐƉŽŶĚŝŶŐ ĐŽƐƚƐ͕ ĐŽŶƐƚƌƵĐƚĂďŝůŝƚLJŵĞƚŚŽĚƐ ĂŶĚ ĐŚĂůůĞŶŐĞƐ͕ ůŽŶŐ ƚĞƌŵŵĂŝŶƚĞŶĂŶĐĞ͕ůŝĨĞƐƉĂŶ͕ƌŝƐŬƐ͕ĂŶĚƉĞƌŵŝƚƚŝŶŐƌĞƋƵŝƌĞŵĞŶƚƐ͘dŚŝƐĂůůŽǁĞĚĨŽƌƚŚĞŝƚLJƚŽĚĞĐŝĚĞŽŶĂ ƌĞƉůĂĐĞŵĞŶƚ ŵĂƚĞƌŝĂů ĨŽƌ ƚŚĞ ƉƌŽƉŽƐĞĚ ďƌŝĚŐĞ ĂŶĚ Ă ǀŝĂďůĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ŵĞƚŚŽĚ͘ /Ŷ ĂĚĚŝƚŝŽŶ ƚŽ ƚŚĞ ƌĞƉůĂĐĞŵĞŶƚŽĨƚŚĞďƌŝĚŐĞƐƵƉĞƌƐƚƌƵĐƚƵƌĞ͕ƚŚĞŝƚLJǁŽƵůĚůŝŬĞƚŽƐŚŝĨƚƚŚĞďƌŝĚŐĞĂƐŵƵĐŚĂƐĨĞĂƐŝďůĞǁŚŝůĞ ƐƚŝůůƵƚŝůŝnjŝŶŐƚŚĞĞdžŝƐƚŝŶŐĨŽƵŶĚĂƚŝŽŶƐ͕ĂŶĚƌĞƉĂŝƌƚŚĞĨĂŝůĞĚŚŝůůƐŝĚĞ;ĂƐƐŚŽǁŶŝŶƚŚĞƉƌĞůŝŵŝŶĂƌLJĚƌĂǁŝŶŐƐ ĚĂƚĞĚϯͬϮϱͬϮϬϮϬƉƌŽǀŝĚĞĚďLJ>''ĞŽƚĞĐŚŶŝĐĂů͕/ŶĐ͘Ϳ͘
<W&&ǁŝůůǁŽƌŬǁŝƚŚĂŐĞŽƚĞĐŚŶŝĐĂůĞŶŐŝŶĞĞƌƚŽƉĞƌĨŽƌŵĂƐƚƌƵĐƚƵƌĂůĂŶĂůLJƐŝƐŽĨƚŚĞĞdžŝƐƚŝŶŐďƌŝĚŐĞƉŝůĞ ĨŽƵŶĚĂƚŝŽŶƐƚŽĚĞƚĞƌŵŝŶĞĂĨĞĂƐŝďůĞƐŚŝĨƚŽĨƚŚĞďƌŝĚŐĞĂŶĚĨŽƌƐůŽƉĞƌĞƉĂŝƌƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘<W&&ǁŝůů ƉƌŽǀŝĚĞďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚĂŶĚƐůŽƉĞƌĞƉĂŝƌĚƌĂǁŝŶŐƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐƌĞƋƵŝƌĞĚƚŽĂƌƚŝĐƵůĂƚĞƚŚĞďƌŝĚŐĞ ƌĞƉůĂĐĞŵĞŶƚ͕ ŶĞǁ ďƌŝĚŐĞ ĂůŝŐŶŵĞŶƚ͕ ƐŝƚĞ ĂĐĐĞƐƐ͕ ƌĞƉĂŝƌƐ ƚŽ ƚŚĞ ĞdžŝƐƚŝŶŐ ĂďƵƚŵĞŶƚƐ͕ ďƌŝĚŐĞ ĚĞƐŝŐŶ ƌĞƋƵŝƌĞŵĞŶƚƐ͕ĂŶĚƐůŽƉĞƌĞƉĂŝƌ͘<W&&ǁŝůůĂƐƐŝƐƚƚŚĞŝƚLJǁŝƚŚďƵŝůĚŝŶŐƉĞƌŵŝƚƐ͕ĂƉƉƌŽǀĂůƐĨƌŽŵƚŚĞŽĂƐƚĂů ŽŵŵŝƐƐŝŽŶ͕ĂŶĚƉƌĞƉĂƌĞĂƉƌŽĐƵƌĞŵĞŶƚƉĂĐŬĂŐĞĨŽƌƉƵďůŝĐďŝĚ͘<W&&ǁŝůůĂůƐŽĂƐƐŝƐƚƚŚĞŝƚLJƚŚƌŽƵŐŚƚŚĞ ďŝĚĚŝŶŐƉƌŽĐĞƐƐ͘

džŚŝďŝƚ
dŚŝƐƐĐŽƉĞĂƐƐƵŵĞƐƚŚĂƚƚŚĞƌĞƉůĂĐĞŵĞŶƚďƌŝĚŐĞƐǁŝůůďĞĂĐŽŶƚƌĂĐƚŽƌĚĞƐŝŐŶĞĚĞůĞŵĞŶƚ͘/ĨŝƚŝƐĚĞƚĞƌŵŝŶĞĚ ƚŚĂƚĂƉƌĞĚĞƐŝŐŶĞĚďƌŝĚŐĞŝƐƚŚĞĚĞƐŝƌĞĚĂůƚĞƌŶĂƚŝǀĞ͕ƚŚŝƐƐĐŽƉĞŽĨǁŽƌŬǁŝůůďĞĂŵĞŶĚĞĚƚŽĂĐĐŽŵŵŽĚĂƚĞ ƚŚĞďƌŝĚŐĞĚĞƐŝŐŶ͘
ŽŶƐƚƌƵĐƚŝŽŶƐƵƉƉŽƌƚĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶŵĂŶĂŐĞŵĞŶƚĐĂŶďĞƉƌŽǀŝĚĞĚďLJ<W&&ďƵƚŝƐŶŽƚŝŶĐůƵĚĞĚŝŶƚŚŝƐ ƐĐŽƉĞ ĂŶĚ ĨĞĞ ƉƌŽƉŽƐĂů͘ ĨƚĞƌ ƚŚĞ ĐŽŵƉůĞƚŝŽŶ ŽĨ dĂƐŬ ϯ ƚŚĞ ŶĞĐĞƐƐĂƌLJ ĐŽŶƐƚƌƵĐƚŝŽŶ ƐƵƉƉŽƌƚ ĂŶĚ ĐŽŶƐƚƌƵĐƚŝŽŶŵĂŶĂŐĞŵĞŶƚƐĐŽƉĞǁŝůůďĞďĞƚƚĞƌƵŶĚĞƌƐƚŽŽĚ͘ tĞƵŶĚĞƌƐƚĂŶĚƚŚĂƚƚŚŝƐŝƐĂŚĞĂǀŝůLJƵƚŝůŝnjĞĚďƌŝĚŐĞĂŶĚƚŚĞŝƚLJŚĂƐĂŶŝŶƚĞƌĞƐƚŝŶĨĂƐƚƚƌĂĐŬŝŶŐƚŚĞƉƌŽũĞĐƚ ƚŽƌĞͲŽƉĞŶƚŚĞďƌŝĚŐĞƐƚƌƵĐƚƵƌĞ͘
^ĐŽƉĞŽĨ^ĞƌǀŝĐĞƐ
dĂƐŬϭʹ'ĞŽƚĞĐŚŶŝĐĂů^ƵƉƉŽƌƚĨŽƌƌŝĚŐĞůŝŐŶŵĞŶƚ^ŚŝĨƚ <W&&ǁŝůůǁŽƌŬǁŝƚŚƚŚĞŐĞŽƚĞĐŚŶŝĐĂůƐƵďĐŽŶƐƵůƚĂŶƚ'ƌŽƵƉĞůƚĂ͕ǁŚŽƉƌŽǀŝĚĞĚƚŚĞŽƌŝŐŝŶĂůŐĞŽƚĞĐŚŶŝĐĂů ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĨŽƌ ƚŚĞ ďƌŝĚŐĞ͕ ƚŽ ƉƌŽǀŝĚĞ ƐŽŝů ĐĂƉĂĐŝƚŝĞƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĨŽƌ ƚŚĞ ƐƚƌƵĐƚƵƌĂů ŵŽĚĞůŝŶŐƚŽĚĞƚĞƌŵŝŶĞƚŚĞĨĞĂƐŝďŝůŝƚLJŽĨƐŚŝĨƚŝŶŐƚŚĞďƌŝĚŐĞ͘^ĞĞƚƚĂĐŚŵĞŶƚĨŽƌĂĚĞƚĂŝůĞĚƐĐŽƉĞĂŶĚĨĞĞ ƉƌŽƉŽƐĂůĨƌŽŵ'ƌŽƵƉĞůƚĂ͘
dĂƐŬϭĞůŝǀĞƌĂďůĞƐ͗
ϭ͘ 'ĞŽƚĞĐŚŶŝĐĂůWƌĞůŝŵŝŶĂƌLJĞƐŬƚŽƉ^ƚƵĚLJZĞƉŽƌƚ;ZĞůĂƚĞĚƚŽƌŝĚŐĞ&ŽƵŶĚĂƚŝŽŶƐͿ Ϯ͘ 'ĞŽƚĞĐŚŶŝĐĂů/ŶǀĞƐƚŝŐĂƚŝŽŶZĞƉŽƌƚ;ZĞůĂƚĞĚƚŽƌŝĚŐĞ&ŽƵŶĚĂƚŝŽŶƐͿ dĂƐŬϮʹ^ƚƌƵĐƚƵƌĂůŶĂůLJƐŝƐĨŽƌDŽĚŝĨŝĞĚƌŝĚŐĞůŝŐŶŵĞŶƚ <W&&ǁŝůůƵƚŝůŝnjĞƚŚĞŐĞŽƚĞĐŚŶŝĐĂůƐŽŝůƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƚŽƉĞƌĨŽƌŵĂĨƵůůƐƚƌƵĐƚƵƌĂůĂŶĂůLJƐŝƐŽĨƚŚĞĞdžŝƐƚŝŶŐ ďƌŝĚŐĞ ĂďƵƚŵĞŶƚ ĨŽƵŶĚĂƚŝŽŶƐ ŝŶ ŽƌĚĞƌ ƚŽ ĚĞƚĞƌŵŝŶĞ ƚŚĞ ŵĂdžŝŵƵŵ ĂůůŽǁĂďůĞ ƐŚŝĨƚ ŽĨ ƚŚĞ ďƌŝĚŐĞ ďŽƚŚ ŚŽƌŝnjŽŶƚĂůůLJ ĂŶĚ ǀĞƌƚŝĐĂůůLJ͘ <W&& ǁŝůů ŵŽĚĞů ƚŚĞ ƉŝůĞƐ ŝŶ ^WϮϬϬϬ͕ ĐŚĞĐŬ ƚŚĞ ĐĂƉĂĐŝƚLJ ŽĨ ƚŚĞ ĞdžŝƐƚŝŶŐ ĐŽŶĐƌĞƚĞƉŝůĞƐƵƚŝůŝnjŝŶŐ ƚŚĞĐƵƌƌĞŶƚďƵŝůĚŝŶŐĐŽĚĞ͕ĂŶĚƉƌŽǀŝĚĞƚŚĞŝƚLJǁŝƚŚĂŶƵƉĚĂƚĞĚ ĨŝŶĂů ĨĞĂƐŝďŝůŝƚLJ ƐƚƵĚLJŵĞŵŽĂŶĚƐƚƌƵĐƚƵƌĂůĐĂůĐƵůĂƚŝŽŶƉĂĐŬĂŐĞ͘
dĂƐŬϮĞůŝǀĞƌĂďůĞƐ͗
ϯ͘ &ŝŶĂů&ĞĂƐŝďŝůŝƚLJ^ƚƵĚLJDĞŵŽ
ϰ͘ ^ƚƌƵĐƚƵƌĂůĂůĐƵůĂƚŝŽŶWĂĐŬĂŐĞ
dĂƐŬϯʹŽŶƐƚƌƵĐƚŝŽŶƌĂǁŝŶŐƐĂŶĚdĞĐŚŶŝĐĂů^ƉĞĐŝĨŝĐĂƚŝŽŶƐĞǀĞůŽƉŵĞŶƚ <W&&ǁŝůůƉƌŽǀŝĚĞƚŚĞƌĞƋƵŝƌĞĚĚĞƐŝŐŶĚƌĂǁŝŶŐƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐĨŽƌƚŚĞďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚĂŶĚƐůŽƉĞ ƌĞƉĂŝƌ͘ dŚĞƐĞ ĚƌĂǁŝŶŐƐ ǁŝůů ĚĞƚĂŝů ƚŚĞ ĞdžŝƐƚŝŶŐ ďƌŝĚŐĞ ĚĞŵŽůŝƚŝŽŶ͕ ďƌŝĚŐĞ ƌĞƉůĂĐĞŵĞŶƚ͕ ŶĞǁ ďƌŝĚŐĞ ĂůŝŐŶŵĞŶƚŝŶĐůƵĚŝŶŐ ďƌŝĚŐĞĂƉƉƌŽĂĐŚ ƉƌŽĨŝůĞƐ͕ ƐŝƚĞĂĐĐĞƐƐ ;ƉŚĂƐŝŶŐ͕ ƐƚĂŐŝŶŐ͕ůĂLJĚŽǁŶ ƉůĂŶƐͿ͕ ƚĞŵƉŽƌĂƌLJ ĞƌŽƐŝŽŶĂŶĚƐĞĚŝŵĞŶƚĐŽŶƚƌŽůƉůĂŶ͕ƌĞƉĂŝƌƐƚŽƚŚĞĞdžŝƐƚŝŶŐĂďƵƚŵĞŶƚƐ͕ďƌŝĚŐĞĚĞƐŝŐŶƌĞƋƵŝƌĞŵĞŶƚƐ͕ĂŶĚ ĐŝǀŝůŐƌĂĚŝŶŐƉůĂŶƐĨŽƌƐůŽƉĞƌĞƉĂŝƌ͘<W&&ǁŝůůƉƌŽǀŝĚĞĂ^ƚŽƌŵǁĂƚĞƌWŽůůƵƚŝŽŶWƌĞǀĞŶƚŝŽŶWůĂŶ;^tWWWͿĨŽƌ ƐƵďŵŝƚƚĂůƚŽƚŚĞĂůŝĨŽƌŶŝĂtĂƚĞƌŽĂƌĚ͘
<W&&ǁŝůůǁŽƌŬǁŝƚŚƚŚĞƐƵƌǀĞLJŽƌƐƵďĐŽŶƐƵůƚĂŶƚĂůsĂĚĂ^ƵƌǀĞLJŝŶŐ/ŶĐƚŽƉĞƌĨŽƌŵĂƚŽƉŽŐƌĂƉŚŝĐƐƵƌǀĞLJ ŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞ͕ŝŶĐůƵĚŝŶŐƚŚĞŵŽƌĞƌĞĐĞŶƚƐůŽƉĞĨĂŝůƵƌĞ͕ǁŚŝĐŚŝƐŶŽƚĐĂƉƚƵƌĞĚŝŶƚŚĞŽƌŝŐŝŶĂůĚƌĂǁŝŶŐƐ ŽƌƐƵƌǀĞLJ͘^ĞĞƚƚĂĐŚŵĞŶƚĨŽƌĂĚĞƚĂŝůĞĚƐĐŽƉĞĂŶĚĨĞĞƉƌŽƉŽƐĂůĨƌŽŵĂůsĂĚĂ^ƵƌǀĞLJŝŶŐ/ŶĐ͘ ZĞƋƵŝƌĞŵĞŶƚƐĨŽƌƚŚĞĐŽŶƚƌĂĐƚŽƌƉƌŽĐƵƌĞĚďƌŝĚŐĞƐĞĐƚŝŽŶƐǁŝůůďĞŽƵƚůŝŶĞĚŝŶĂƉƌŽĐƵƌĞŵĞŶƚƐƉĞĐŝĨŝĐĂƚŝŽŶ͘ <W&&ǁŝůůƐƵďŵŝƚƚŚĞĚĞƐŝŐŶĚŽĐƵŵĞŶƚƐĂƚϯϬй͕ϲϬй͕ĂŶĚϵϬйĐŽŵƉůĞƚŝŽŶĨŽƌƌĞǀŝĞǁďLJƚŚĞŝƚLJ͘<W&&ǁŝůů ƉĂƌƚŝĐŝƉĂƚĞŝŶĂƌĞǀŝĞǁŵĞĞƚŝŶŐǁŝƚŚƚŚĞŝƚLJĂƚϯϬй͕ϲϬй͕ĂŶĚϵϬй͘ dĂƐŬϯĞůŝǀĞƌĂďůĞƐ͗
ϭ͘ ϯϬйĐŽŵƉůĞƚĞƌĂǁŝŶŐƐΘ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ
Ϯ͘ ϲϬйĐŽŵƉůĞƚĞƌĂǁŝŶŐƐΘ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ
ϯ͘ ϵϬйĐŽŵƉůĞƚĞƌĂǁŝŶŐƐ͕^ƉĞĐŝĨŝĐĂƚŝŽŶƐΘ
ŶŐŝŶĞĞƌ͛Ɛ
ƐƚŝŵĂƚĞ
ϰ͘ &ŝŶĂů^ƚĂŵƉĞĚƌĂǁŝŶŐƐΘdĞĐŚŶŝĐĂů^ƉĞĐŝĨŝĐĂƚŝŽŶƐĨŽƌWĞƌŵŝƚΘŽŶƐƚƌƵĐƚŝŽŶ dĂƐŬϰʹ'ĞŽƚĞĐŚŶŝĐĂů^ƵƉƉŽƌƚĨŽƌ^ůŽƉĞZĞƉĂŝƌ
<W&& ǁŝůů ǁŽƌŬ ǁŝƚŚ ƚŚĞ ŐĞŽƚĞĐŚŶŝĐĂů ƐƵďĐŽŶƐƵůƚĂŶƚ >' 'ĞŽƚĞĐŚŶŝĐĂů͕ /ŶĐ ƚŽ ƉƌŽǀŝĚĞ ƐůŽƉĞ ƌĞƉĂŝƌ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐŝŶŽƌĚĞƌ ƚŽƉƌŽǀŝĚĞĂĐŝǀŝůŐƌĂĚŝŶŐƉůĂŶĂƚ ƚŚĞ ĨĂŝůĞĚƐůŽƉĞůŽĐĂƚŝŽŶƐ ;ƐĞĞƉƌĞůŝŵŝŶĂƌLJ ŐĞŽƚĞĐŚŶŝĐĂůƐůŽƉĞƌĞƉĂŝƌĚƌĂǁŝŶŐƐĚĂƚĞĚϯͬϮϱͬϮϬϮϬƉƌŽǀŝĚĞĚďLJ>''ĞŽƚĞĐŚŶŝĐĂů͕/ŶĐ͘Ϳ͘^ĞĞƚƚĂĐŚŵĞŶƚ

ĨŽƌĂĚĞƚĂŝůĞĚƐĐŽƉĞĂŶĚĨĞĞƉƌŽƉŽƐĂůĨƌŽŵ>''ĞŽƚĞĐŚŶŝĐĂů͕/ŶĐ͘ dĂƐŬϰĞůŝǀĞƌĂďůĞƐ͗
ϭ͘ hƉĚĂƚĞĚ'ĞŽƚĞĐŚŶŝĐĂůZĞƉŽƌƚĨŽƌ^ůŽƉĞZĞƉĂŝƌ
dĂƐŬϱʹWĞƌŵŝƚƚŝŶŐΘŐĞŶĐLJŽŽƌĚŝŶĂƚŝŽŶ^ƵƉƉŽƌƚ
<W&&ǁŝůůƐƵďŵŝƚĨŽƌƚŚĞƌĞƋƵŝƌĞĚƉĞƌŵŝƚƐƚŽĐŽŶƐƚƌƵĐƚƚŚĞƉƌŽũĞĐƚ͘dŚŝƐǁŝůůŝŶĐůƵĚĞĂŝƚLJŽĨ^ĂŶůĞŵĞŶƚĞ ƵŝůĚŝŶŐƉĞƌŵŝƚ͘dŚĞƉƌŽũĞĐƚŵĂLJĂůƐŽƌĞƋƵŝƌĞĐŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂŽĂƐƚĂůŽŵŵŝƐƐŝŽŶ;Ϳ͘ <W&&ǁŝůůǁŽƌŬǁŝƚŚĂƐƵďĐŽŶƐƵůƚĂŶƚ͕ƵĚĞŬ͕ƚŽĂƐƐĞƐƐƚŚĞƉŽƐƐŝďůĞĐŽŽƌĚŝŶĂƚŝŽŶŶĞĞĚĞĚŝŶdĂƐŬϯĂďŽǀĞ͘ ^ƵďĐŽŶƐƵůƚĂŶƚƵĚĞŬƉƌĞǀŝŽƵƐůLJƉƌŽǀŝĚĞĚĂƐĐŽƉĞƚŽƉĞƌĨŽƌŵŝŶŝƚŝĂůĐŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚƚŚĞ͕ƉƌŽǀŝĚĞ ŝŶƉƵƚĨŽƌƚŚĞĂůƚĞƌŶĂƚŝǀĞƐĂŶĂůLJƐŝƐĂŶĚĂŶĞdžĞŵƉƚŝŽŶƚŽƚŚĞ͘^ŝŶĐĞƚŚĞŶ͕ŝƚŚĂƐďĞĞŶĚĞƚĞƌŵŝŶĞĚƚŚĂƚ ƚŚŝƐƉƌŽũĞĐƚĚŽĞƐŶŽƚƋƵĂůŝĨLJ ĨŽƌĂŶĞdžĞŵƉƚŝŽŶĂŶĚĂƉĞƌŵŝƚƚŝŶŐĂŵĞŶĚŵĞŶƚŝƐƚŚĞƌĞĨŽƌĞƌĞƋƵŝƌĞĚ͘dŚĞ ĂŵĞŶĚŵĞŶƚ ƐƵƉƉŽƌƚǁĂƐƉƌĞǀŝŽƵƐůLJĞdžĐůƵĚĞĚ ĨƌŽŵ ƚŚĞ ƐĐŽƉĞĂŶĚ ŽƵƚůŝŶĞĚĂƐĂŶĂĚĚŝƚŝǀĞŝƚĞŵ ƚŽ ƚŚĞ ƐĐŽƉĞ͕ǁŚŝĐŚŝƐŶŽǁƌĞƋƵŝƌĞĚĨŽƌƚŚĞƉƌŽũĞĐƚ͘^ĞĞƚƚĂĐŚŵĞŶƚ&ĨŽƌĂŶƵƉĚĂƚĞĚƐĐŽƉĞĂŶĚĨĞĞƉƌŽƉŽƐĂů ĨƌŽŵ ƵĚĞŬ͕ ŶŽƚĞ ƚŚĂƚ dĂƐŬ Ϯ ůƚĞƌŶĂƚŝǀĞƐ ŶĂůLJƐŝƐ ŝƐ ĐŽŵƉůĞƚĞ͕ ĂŶĚ ƚŚŝƐ ƐĐŽƉĞ ŝŶĐůƵĚĞƐ dĂƐŬ ϭ  ŽŽƌĚŝŶĂƚŝŽŶĂŶĚdĂƐŬϯƚŚĞWŵĞŶĚŵĞŶƚ͘
dŚĞƉƌŽũĞĐƚŵĂLJĂůƐŽƌĞƋƵŝƌĞĐŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂWƵďůŝĐhƚŝůŝƚŝĞƐŽŵŵŝƐƐŝŽŶ;WhͿ͕ǁŚŝĐŚ ŚĂƐũƵƌŝƐĚŝĐƚŝŽŶŽǀĞƌĂůůƌĂŝůƐĂĨĞƚLJĂŶĚƚŚĞ^ŽƵƚŚĞƌŶĂůŝĨŽƌŶŝĂZĞŐŝŽŶĂůZĂŝůƵƚŚŽƌŝƚLJ;^ZZͿ͕ǁŚŝĐŚŽǁŶƐ ƚŚĞ ƚƌĂĐŬƐ͘ ŽŽƌĚŝŶĂƚŝŽŶ ŽĨ ĐŽŶƐƚƌƵĐƚŝŽŶ ĂĐƚŝǀŝƚŝĞƐ ǁŝůů ŶĞĞĚ ƚŽ ďĞ ĐŽŽƌĚŝŶĂƚĞĚ ǁŝƚŚ Ăůů ŽĨ ƚŚĞ ƚƌĂĐŬ ŽƉĞƌĂƚŽƌƐ͕ǁŚŝĐŚŝŶĐůƵĚĞƐŵƚƌĂŬ͕DĞƚƌŽůŝŶŬ͕ĂŶĚE^&͕ǁŚŝĐŚĐƵƌƌĞŶƚůLJŝŶĚŝĐĂƚĞƐƚŚŝƐƌĂŝůƚƌĂĐŬŝƐƉĂƌƚŽĨ ƚŚĞŝƌĐůĂƐƐϭŶĞƚǁŽƌŬ͘<W&&ǁŝůůǁŽƌŬǁŝƚŚ^ZZƚŽĐŽŽƌĚŝŶĂƚĞǁŝƚŚE^&͘dŚĞĨŝŶĂůƐĞůĞĐƚĞĚĐŽŶƐƚƌƵĐƚŝŽŶ ƐĞƋƵĞŶĐŝŶŐŵĞƚŚŽĚĐŽƵůĚƌĞƋƵŝƌĞĨƵůůĐŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚƚŚĞWhƚŽĂůůŽǁĐŽŶƐƚƌƵĐƚŝŽŶĚƵƌŝŶŐƉĂƵƐĞƐŝŶ ƚŚĞƌĂŝůůŝŶĞƵƐĞ͘dŚŝƐƐĐŽƉĞŽĨǁŽƌŬŚĂƐĂƐƐƵŵĞĚĂĐĞƌƚĂŝŶůĞǀĞůŽĨĐŽŽƌĚŝŶĂƚŝŽŶĞĨĨŽƌƚǁŝůůďĞƌĞƋƵŝƌĞĚ͘/Ĩ ĂŐƌĞĂƚĞƌůĞǀĞůŽĨĞĨĨŽƌƚŝƐĚĞƚĞƌŵŝŶĞĚƚŽďĞŶĞĐĞƐƐĂƌLJĂĨƚĞƌƚŚĞĐŽŵƉůĞƚŝŽŶŽĨdĂƐŬϯϯϬйĞƐŝŐŶ͕ƚŚŝƐ ƐĐŽƉĞƚĂƐŬǁŝůůďĞƌĞǀŝƐŝƚĞĚ͘
dĂƐŬϱĞůŝǀĞƌĂďůĞƐ͗
ϭ͘ ŽĂƐƚĂůŽŵŵŝƐƐŝŽŶŽŽƌĚŝŶĂƚŝŽŶ
Ϯ͘ ƉƉƌŽǀĂůĨƌŽŵWh
ϯ͘ WƌŽũĞĐƚŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚ^ZZ
;^ĞĞƚƚĂĐŚŵĞŶƚ&ƵĚĞŬ^ĐŽƉĞŽĨǁŽƌŬĨŽƌĨƵƌƚŚĞƌĚĞƚĂŝůƐͿ dĂƐŬϲʹWƌŽĐƵƌĞŵĞŶƚWĂĐŬĂŐĞΘŝĚ^ƵƉƉŽƌƚ
<W&&ǁŝůůƐƵƉƉŽƌƚƚŚĞŝƚLJ͛ƐƉƌŽĐƵƌĞŵĞŶƚƉƌŽĐĞƐƐƚŽĂƐƐĞŵďůĞĂƉƌŽĐƵƌĞŵĞŶƚďŝĚƉĂĐŬĂŐĞĨŽƌƚŚĞƉƌŽũĞĐƚ͘ dŚĞĚŽĐƵŵĞŶƚƐǁŝůůŝŶĐůƵĚĞ͗
• ŽŶƐƚƌƵĐƚŝŽŶĚƌĂǁŝŶŐƐ
• dĞĐŚŶŝĐĂůƐƉĞĐŝĨŝĐĂƚŝŽŶƐ
• ƐƐŝƐƚĂŶĐĞǁŝƚŚĨƌŽŶƚĞŶĚĚŝǀŝƐŝŽŶϬϭĂŶĚϬϬƐƉĞĐŝĨŝĐĂƚŝŽŶƐ • ƐƐŝƐƚĂŶĐĞǁŝƚŚĂĐŽŶƚƌĂĐƚŽƌďŝĚĨŽƌŵ
•
ŶŐŝŶĞĞƌ͛ƐĞƐƚŝŵĂƚĞĨŽƌďŝĚĐŽŵƉĂƌŝƐŽŶƐ͘
• ZĞĨĞƌĞŶĐĞĚŽĐƵŵĞŶƚƐ
<W&&ǁŝůůĂůƐŽƉƌŽǀŝĚĞƐƵƉƉŽƌƚĚƵƌŝŶŐƚŚĞďŝĚĚŝŶŐƉƌŽĐĞƐƐŝŶĐůƵĚŝŶŐƌĞƐƉŽŶĚŝŶŐƚŽďŝĚĚĞƌƋƵĞƐƚŝŽŶƐĂŶĚ ĂƚƚĞŶĚĂŶĐĞĂƚĂƉƌĞͲďŝĚŵĞĞƚŝŶŐ͘
dĂƐŬϲĞůŝǀĞƌĂďůĞƐ͗
ϭ͘ ŽĐƵŵĞŶƚWĂĐŬĂŐĞĨŽƌŝĚĚŝŶŐƚŽŽŶƚƌĂĐƚŽƌƐ
ƐƐƵŵƉƚŝŽŶƐͬ
džĐůƵƐŝŽŶƐ
dŚŝƐƐĐŽƉĞŽĨǁŽƌŬŚĂƐďĞĞŶĐŽŵƉŝůĞĚǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐĂƐƐƵŵƉƚŝŽŶƐ͗ •
ŶŐŝŶĞĞƌŝŶŐŽŶƐƚƌƵĐƚŝŽŶ^ƵƉƉŽƌƚĂŶĚŽŶƐƚƌƵĐƚŝŽŶDĂŶĂŐĞŵĞŶƚĂƌĞĞdžĐůƵĚĞĚĨƌŽŵƚŚŝƐƐĐŽƉĞ͘  ƐĞƉĂƌĂƚĞ ƐĐŽƉĞ ĂŶĚ ĨĞĞ ƉƌŽƉŽƐĂů ǁŝůů ďĞ ƐƵďŵŝƚƚĞĚ ĂĨƚĞƌ ƚŚĞ ǁŽƌŬ ĚĞĨŝŶĞĚ ŝŶ ƚŚŝƐ ƐĐŽƉĞ ŝƐ ĐŽŵƉůĞƚĞĚ͘
• ^ƉĞĐŝĂůŝnjĞĚ ƚƌĂŝŶŝŶŐ ĨŽƌǁŽƌŬŝŶŐŝŶĐůŽƐĞƉƌŽdžŝŵŝƚLJ ƚŽ ƚŚĞ ƌĂŝůƌŽĂĚŚĂƐďĞĞŶĞdžĐůƵĚĞĚ ĨƌŽŵ ƚŚŝƐ ƉƌŽƉŽƐĂů͘
• dŚĞƐŝƚĞƉůĂŶǁŝůůďĞĨŝŶĂůŝnjĞĚĂƚƚŚĞĞŶĚŽĨƚŚĞϲϬйƉŚĂƐĞ͘/ĨƚŚĞƐŝƚĞƉůĂŶĐŚĂŶŐĞƐĚƵƌŝŶŐƚŚĞϵϬй ƉŚĂƐĞ͕ƚŚĞŶ<W&&ŵĂLJƌĞƋƵŝƌĞĂĚĚŝƚŝŽŶĂůďƵĚŐĞƚ͘
• &ŝƌĞƉƌŽƚĞĐƚŝŽŶĂŶĚĨŝƌĞĂĐĐĞƐƐŝƐĞdžĐůƵĚĞĚ͘
• hƚŝůŝƚLJĚĞƐŝŐŶĞdžĐůƵĚĞĚ͘
• dŚĞƌĞĂƌĞŶŽŵĂũŽƌƵƚŝůŝƚŝĞƐƚŚĂƚǁŝůůƌĞƋƵŝƌĞƌĞůŽĐĂƚŝŽŶĂƐĂƉĂƌƚŽĨƚŚŝƐƉƌŽũĞĐƚ͘ • dŚĞŵƵŶŝĐŝƉĂůŝŶĨƌĂƐƚƌƵĐƚƵƌĞƵƚŝůŝƚŝĞƐĂƌĞƐƵĨĨŝĐŝĞŶƚƚŽƐƵƉƉŽƌƚƚŚĞƉƌŽũĞĐƚ͘ džŝƐƚŝŶŐƵƚŝůŝƚLJĐĂƉĂĐŝƚLJ
ƐƚƵĚŝĞƐĂƌĞŶŽƚŝŶĐůƵĚĞĚŝŶ<W&&͛ƐďĂƐŝĐƐĞƌǀŝĐĞƐ͘
• dŚĞŚŽƌŝnjŽŶƚĂůĂŶĚǀĞƌƚŝĐĂůůŽĐĂƚŝŽŶĂŶĚƐŝnjĞŽĨĞdžŝƐƚŝŶŐƵƚŝůŝƚŝĞƐǁŝƚŚŝŶƚŚĞƉƌŽũĞĐƚůŝŵŝƚƐǁŝůůďĞ ĚĞƚĞƌŵŝŶĞĚ ĨƌŽŵ ĂǀĂŝůĂďůĞ ƌĞĐŽƌĚ ĚƌĂǁŝŶŐƐ ĂŶĚͬŽƌ ƐŝƚĞ ƐƵƌǀĞLJƐ͘ /Ĩ ĂĚĚŝƚŝŽŶĂů ŝŶĨŽƌŵĂƚŝŽŶ ŝƐ ĚĞƚĞƌŵŝŶĞĚ ƚŽ ďĞ ƌĞƋƵŝƌĞĚ ĚƵƌŝŶŐ ƚŚĞ ĚĞƐŝŐŶ ƐƚĂŐĞ͕ ǁĞ ƌĞĐŽŵŵĞŶĚ ƚŚĂƚ Ă ƐĞƉĂƌĂƚĞ ĐŽŵƉĂŶLJ ƐƉĞĐŝĂůŝnjŝŶŐŝŶůŽĐĂƚŝŶŐƵŶĚĞƌŐƌŽƵŶĚƵƚŝůŝƚŝĞƐĂŶĚƐƵƌǀĞLJŝŶŐďĞƌĞƚĂŝŶĞĚ͘dŚĞƐĐŽƉĞŽĨƚŚŝƐƉƌŽƉŽƐĂů ĚŽĞƐŶŽƚŝŶĐůƵĚĞĞůĞĐƚƌŽŶŝĐŽƌƉŽƚŚŽůĞƵƚŝůŝƚLJŝŶǀĞƐƚŝŐĂƚŝŽŶŽƌƐƵƌǀĞLJ͘ • <W&&ǁŝůůƉƌŽǀŝĚĞĂŶ
ŶŐŝŶĞĞƌ͛ƐKƉŝŶŝŽŶŽĨWƌŽďĂďůĞŽŶƐƚƌƵĐƚŝŽŶŽƐƚƐ͕ĂĐƚƵĂůŽŶƐƚƌƵĐƚŝŽŶŽƐƚ ĞƐƚŝŵĂƚŝŶŐƐŚĂůůďĞƉƌŽǀŝĚĞĚďLJŽƚŚĞƌƐ͘
•
džĐůƵĚĞƐƐƚŽƌŵĚƌĂŝŶĂŐĞĚĞƐŝŐŶ
•
džĐůƵĚĞƐƐƚŽƌŵǁĂƚĞƌŵŝƚŝŐĂƚŝŽŶĚĞƐŝŐŶ
• >ĂŶĚƐĐĂƉĞ͕ŝƌƌŝŐĂƚŝŽŶ͕ĞůĞĐƚƌŝĐĂů͕ůŝŐŚƚŝŶŐĚĞƐŝŐŶ͕ƚƌĂĨĨŝĐĞŶŐŝŶĞĞƌŝŶŐŝƐĞdžĐůƵĚĞĚ͘ •
ƋƵŝƉŵĞŶƚŚĂƵůƌŽƵƚĞƐĂŶĚƚƌĂĨĨŝĐĐŽŶƚƌŽůƉůĂŶƐĂƌĞĞdžĐůƵĚĞĚ͘ • ĂƐŝĐƐĐŽƉĞĞdžĐůƵĚĞƐ^tWWW/ŶƐƉĞĐƚŝŽŶDŽŶŝƚŽƌŝŶŐĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ;Y^WͿ • <W&&ǁŝůůƉƌŽǀŝĚĞĂŶĐŽŵƉůŝĂŶƚĚĞƐŝŐŶ͖ŚŽǁĞǀĞƌ͕ĂƌĐŚŝƚĞĐƚƵƌĂůĐĞƌƚŝĨŝĐĂƚŝŽŶŝƐĞdžĐůƵĚĞĚĨƌŽŵ ƚŚŝƐĐŽŶƚƌĂĐƚ͘
• ^ŝŐŶĂŐĞĂŶĚƐƚƌŝƉŝŶŐƉůĂŶƐĂƌĞĞdžĐůƵĚĞĚ͘
• ƐͲďƵŝůƚĚƌĂǁŝŶŐƐĂƌĞŶŽƚŝŶĐůƵĚĞĚŝŶƚŚĞďĂƐŝĐƐĐŽƉĞ͘ • ZĞĐŽƌĚ ŽĨ ^ƵƌǀĞLJ ĂŶĚ ŽƵŶƚLJ ^ƵƌǀĞLJŽƌ &ĞĞƐ ĂƌĞ ĞdžĐůƵĚĞĚ ďƵƚ ĐĂŶ ďĞ ƉƌŽǀŝĚĞĚ ŝĨ ŶĞĞĚĞĚ͕ ƉĞƌ ƐƵƌǀĞLJƉƌŽƉŽƐĂůƚƚĂĐŚŵĞŶƚ͘
•
džĐůƵĚĞƐƐƚŽƌŵĚƌĂŝŶƉƵŵƉƐƚĂƚŝŽŶƐĂŶĚƐĞǁĞƌůŝĨƚƐƚĂƚŝŽŶƐ͘/ĨƚŚĞƉƌŽũĞĐƚĚĞǀĞůŽƉƐƚŚŝƐŶĞĞĚ͕ƚŚĞŶ <W&&ĐĂŶƉƌŽǀŝĚĞĨŽƌĂŶĂĚĚŝƚŝŽŶĂůƐĐŽƉĞŽĨǁŽƌŬĨŽƌƚŚĞƐĞƐĞƌǀŝĐĞƐ͘ •
džĐůƵĚĞƐDĞĐŚĂŶŝĐĂů^LJƐƚĞŵƐŽŽƌĚŝŶĂƚŝŽŶ;ŽŽƌĚŝŶĂƚŝŽŶŽĨŚŝůůĞĚtĂƚĞƌ>ŝŶĞƐ͕^ƚĞĂŵ>ŝŶĞƐ͕Žŝů͕ ŝƐƚŝůůĞĚtĂƚĞƌ͕ĞƚĐ͘Ϳ
•
džĐůƵĚĞƐĞŶǀŝƌŽŶŵĞŶƚĂůĞŶŐŝŶĞĞƌŝŶŐŽƌŚĂnjĂƌĚŽƵƐŵĂƚĞƌŝĂůĚĞƐŝŐŶ͕ĚĞŵŽůŝƚŝŽŶ͕ŽƌƌĞŵĞĚŝĂƚŝŽŶ͘ • dĞŵƉŽƌĂƌLJƐŚŽƌŝŶŐĚĞƐŝŐŶĨŽƌƐƚƌƵĐƚƵƌĞƐŽƌƵƚŝůŝƚLJƚƌĞŶĐŚĞƐǁŝůůďĞĚĞƐŝŐŶĞĚďLJŽƚŚĞƌƐ͘ •
džĐůƵĚĞƐƐƚƌĞĞƚĂŶĚƵƚŝůŝƚLJŝŵƉƌŽǀĞŵĞŶƚƐ͘
•
džĐůƵĚĞƐ ĚĞƐŝŐŶ ƚŽ ƐƵƉƉŽƌƚ Ă ƐĞƉĂƌĂƚĞ ZŽƵŐŚ 'ƌĂĚŝŶŐ WĞƌŵŝƚ͘  ƐƐƵŵĞƐ ƚŚĂƚ ŽŶůLJ ĂŶ ŽǀĞƌĂůů ŐƌĂĚŝŶŐƉĞƌŵŝƚǁŝůůďĞŶĞĐĞƐƐĂƌLJ͕ƐŝŵŝůĂƌƚŽƚŚĞĞdžŝƐƚŝŶŐďƌŝĚŐĞĂŶĚƚƌĂŝůĂƐͲďƵŝůƚƐƉƌŽǀŝĚĞĚƚŽ<W&& ďLJƚŚĞŝƚLJ͘
• /ƚŝƐĂƐƐƵŵĞĚƚŚĂƚƚŚĞďƌŝĚŐĞƐƉĂŶƐǁŝůůďĞĐŽŶƚƌĂĐƚŽƌĚĞƐŝŐŶĞĚĂŶĚƉƌŽĐƵƌĞĚ͕ĂŶĚƚŚĞƌĞĨŽƌĞƚŚĞŝƌ ĚĞƐŝŐŶŝƐŶŽƚŝŶĐůƵĚĞĚŝŶƚŚŝƐƉƌŽƉŽƐĂů͘
• ^ĞƌǀŝĐĞƐƌĞƐƵůƚŝŶŐĨƌŽŵƐŝŐŶŝĨŝĐĂŶƚĐŚĂŶŐĞƐŝŶƚŚĞŐĞŶĞƌĂůƐĐŽƉĞ͕ĞdžƚĞŶƚŽƌĐŚĂƌĂĐƚĞƌŽĨƚŚĞƉƌŽũĞĐƚ ŽƌŝƚƐĚĞƐŝŐŶŝŶĐůƵĚŝŶŐ͕ĐŚĂŶŐĞƐŝŶ ƐŝnjĞ͕ĐŽŵƉůĞdžŝƚLJ͕ ƐĐŚĞĚƵůĞ͕ĂŶĚ ƌĞǀŝƐŝŶŐƉƌĞǀŝŽƵƐůLJĂĐĐĞƉƚĞĚ ƐƚƵĚŝĞƐ͕ƌĞƉŽƌƚƐ͕ĚĞƐŝŐŶĚŽĐƵŵĞŶƚƐŽƌŽŶƚƌĂĐƚŽĐƵŵĞŶƚƐǁŚĞŶƐƵĐŚƌĞǀŝƐŝŽŶƐĂƌĞƌĞƋƵŝƌĞĚďLJ ĐŚĂŶŐĞƐ ŝŶ ůĂǁƐ͕ ƌƵůĞƐ͕ ƌĞŐƵůĂƚŝŽŶƐ͕ ŽƌĚŝŶĂŶĐĞƐ͕ ĐŽĚĞƐ Žƌ ŽƌĚĞƌƐ ĞŶĂĐƚĞĚ ƐƵďƐĞƋƵĞŶƚ ƚŽ ƚŚĞŝƌ ƉƌĞƉĂƌĂƚŝŽŶ͕ŽƌĂƌĞĚƵĞƚŽĂŶLJŽƚŚĞƌĐĂƵƐĞƐďĞLJŽŶĚ<W&&͛ƐĐŽŶƚƌŽůĂƌĞŶŽƚŝŶĐůƵĚĞĚ͘ • ĚĚŝƚŝŽŶĂůƉĞƌŵŝƚƐĂŶĚĂŐĞŶĐLJĂƉƉƌŽǀĂůŵĂLJďĞƌĞƋƵŝƌĞĚďĂƐĞĚŽŶƚŚĞĨŝŶĂůďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚ ŽƉƚŝŽŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶŵĞƚŚŽĚ͘dŚŽƐĞƉŽƐƐŝďůĞƉĞƌŵŝƚƐŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽ͗ o K
ϰϬϰƉĞƌŵŝƚ
o ZtYϰϬϭtĂƚĞƌYƵĂůŝƚLJĞƌƚŝĨŝĐĂƚŝŽŶ
o &t^ƚƌĞĂŵďĞĚůƚĞƌĂƚŝŽŶŐƌĞĞŵĞŶƚ
o &ŝƐŚĂŶĚ'ĂŵĞŽĚĞ^ĞĐƚŝŽŶϮϬϴϭ/ŶĐŝĚĞŶƚĂůdĂŬĞWĞƌŵŝƚ o &
^^ĞĐƚŝŽŶϳͬϭϬƉĞƌŵŝƚ
&ĞĞƐ
dŚŝƐ ^ĐŽƉĞ ŽĨ ^ĞƌǀŝĐĞƐ ǁŝůů ďĞ ƉĞƌĨŽƌŵĞĚ ŽŶ ĂŶ ŚŽƵƌůLJ ŶŽƚ ƚŽĞdžĐĞĞĚ ďĂƐŝƐ͘ ŶŐŝŶĞĞƌŝŶŐ ŚŽƵƌƐ ǁŝůů ďĞ
ĐŚĂƌŐĞĚŚŽƵƌůLJĂĐĐŽƌĚŝŶŐƚŽŽƵƌĂƚƚĂĐŚĞĚĞŶŐŝŶĞĞƌŝŶŐĨĞĞƐĐŚĞĚƵůĞ͘dŚĞƚŽƚĂůĨĞĞĨŽƌƚŚŝƐ^ĐŽƉĞŽĨ^ĞƌǀŝĐĞƐ ŝŶĐůƵĚŝŶŐĚŝƌĞĐƚƐĂůĂƌLJĐŽƐƚƐĂŶĚĞdžƉĞŶƐĞƐ ĨŽƌƚŚĞƐĞƌǀŝĐĞƐĚĞƐĐƌŝďĞĚŝŶƚŚŝƐůĞƚƚĞƌŝƐΨϱϱϰ͕ϴϰϬ͘dŚĞŝƚLJ ƉƌĞǀŝŽƵƐůLJ ĂƵƚŚŽƌŝnjĞĚ ΨϯϮϳ͕ϬϬϬ ĂŶĚ ƚŚĞ ƌĞŵĂŝŶŝŶŐ ďƵĚŐĞƚ ĨƌŽŵ ƚŚŝƐ ŽƌŝŐŝŶĂů ĂƵƚŚŽƌŝnjĞĚ ĨĞĞ ŝƐ ĂƉƉƌŽdžŝŵĂƚĞůLJΨϭϳϱ͕ϬϬϬ͕ǁŚŝĐŚůĞĂǀĞƐĂĚĞůƚĂŽĨΨϯϳϵ͕ϴϰϬĂĚĚŝƚŝŽŶĂůďƵĚŐĞƚƌĞƋƵĞƐƚĞĚĨŽƌ<W&&ĂŶĚŝƚƐ ƐƵďĐŽŶƐƵůƚĂŶƚƐ͘
• &ĞĞƐĞƐĐƌŝďĞĚŝŶƚŚŝƐůĞƚƚĞƌ͗  Ψϱϱϰ͕ϴϰϬ
• ƉƉƌŽdžŝŵĂƚĞ&ĞĞƐZĞŵĂŝŶŝŶŐ͗  Ψϭϳϱ͕ϬϬϬ
• ŵĞŶĚŵĞŶƚZĞƋƵĞƐƚ͗   Ψϯϳϵ͕ϴϰϬ 
tĞĂƉƉƌĞĐŝĂƚĞƚŚŝƐŽƉƉŽƌƚƵŶŝƚLJƚŽƉĞƌĨŽƌŵƚŚŝƐǁŽƌŬ ĨŽƌƚŚĞŝƚLJŽĨ^ĂŶůĞŵĞŶƚĞĂŶĚĂƌĞĂǀĂŝůĂďůĞƚŽ ĚŝƐĐƵƐƐƚŚŝƐĨĞĞƉƌŽƉŽƐĂůŝŶŵŽƌĞĚĞƚĂŝůŝĨŶĞĞĚĞĚ͘WůĞĂƐĞĐŽŶƚĂĐƚŵĞĂƚ 


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ATTACHMENT A -
Agreement for
Professional Services
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<W&&͕/ŶĐ͘;͞<W&&͟ͿƐŚĂůůƉĞƌĨŽƌŵƚŚĞƐĞƌǀŝĐĞƐŽƵƚůŝŶĞĚŝŶƚŚŝƐĂŐƌĞĞŵĞŶƚƉƵƌƐƵĂŶƚƚŽƚŚĞƐƚĂƚĞĚĨĞĞĂƌƌĂŶŐĞŵĞŶƚ͘ ϭ͘ ĚĚŝƚŝŽŶĂů^ĞƌǀŝĐĞƐ
^ŚŽƵůĚƚŚĞ^ĐŽƉĞŽĨ^ĞƌǀŝĐĞƐĐŚĂŶŐĞĨƌŽŵƚŚŽƐĞƐĞƚĨŽƌƚŚŝŶƚŚĞŐƌĞĞŵĞŶƚĨŽƌWƌŽĨĞƐƐŝŽŶĂů^ĞƌǀŝĐĞƐ͕ƚŚĞĨĞĞĨŽƌƐƵĐŚĂĚĚŝƚŝŽŶĂů ƐĞƌǀŝĐĞƐǁŝůůďĞŶĞŐŽƚŝĂƚĞĚďĞƚǁĞĞŶůŝĞŶƚĂŶĚ<W&&͘
Ϯ͘ >ŝŵŝƚĂƚŝŽŶŽĨ>ŝĂďŝůŝƚLJ
dŽƚŚĞŐƌĞĂƚĞƐƚĞdžƚĞŶƚĂůůŽǁĞĚďLJůĂǁ͕ƚŚĞĂŐŐƌĞŐĂƚĞůŝĂďŝůŝƚLJŽĨ<W&&ĨŽƌĂŶLJĂŶĚĂůůŝŶũƵƌŝĞƐ͕ĐůĂŝŵƐ͕ĚĞŵĂŶĚƐ͕ůŽƐƐĞƐ͕ĞdžƉĞŶƐĞƐ ŽƌĚĂŵĂŐĞƐ͕ŽĨǁŚĂƚĞǀĞƌŬŝŶĚ͕ĂƌŝƐŝŶŐŽƵƚŽĨŽƌŝŶĂŶLJǁĂLJƌĞůĂƚĞĚƚŽƚŚŝƐŐƌĞĞŵĞŶƚŽƌƚŚĞƐĞƌǀŝĐĞƐƉƌŽǀŝĚĞĚďLJ<W&&ŽŶƚŚŝƐ ƉƌŽũĞĐƚ͕ƐŚĂůůďĞůŝŵŝƚĞĚƚŽΨϱϬ͕ϬϬϬŽƌƚŚĞƚŽƚĂůĨĞĞƌĞĐĞŝǀĞĚďLJ<W&&ƉƵƌƐƵĂŶƚƚŽƚŚŝƐŐƌĞĞŵĞŶƚ͕ǁŚŝĐŚĞǀĞƌŝƐŐƌĞĂƚĞƌ͘&ƵƌƚŚĞƌ͕ ŶŽŽĨĨŝĐĞƌ͕ĚŝƌĞĐƚŽƌ͕ƐŚĂƌĞŚŽůĚĞƌŽƌĞŵƉůŽLJĞĞŽĨ<W&&ƐŚĂůůďĞĂƌĂŶLJƉĞƌƐŽŶĂůůŝĂďŝůŝƚLJƚŽůŝĞŶƚĨŽƌĂŶLJĂŶĚĂůůŝŶũƵƌŝĞƐ͕ĐůĂŝŵƐ͕ ĚĞŵĂŶĚƐ͕ůŽƐƐĞƐ͕ĞdžƉĞŶƐĞƐŽƌĚĂŵĂŐĞƐ͕ŽĨǁŚĂƚĞǀĞƌŬŝŶĚŽƌĐŚĂƌĂĐƚĞƌ͕ĂƌŝƐŝŶŐŽƵƚŽĨŽƌŝŶĂŶLJǁĂLJƌĞůĂƚĞĚƚŽƚŚŝƐŐƌĞĞŵĞŶƚ ŽƌƚŚĞƐĞƌǀŝĐĞƐƉƌŽǀŝĚĞĚďLJ<W&&ŽŶƚŚŝƐƉƌŽũĞĐƚ͘
ϯ͘ DĞĚŝĂƚŝŽŶ
ůůĚŝƐƉƵƚĞƐďĞƚǁĞĞŶůŝĞŶƚĂŶĚ<W&&ĂƌŝƐŝŶŐŽƵƚŽĨŽƌƌĞůĂƚŝŶŐƚŽƚŚŝƐŐƌĞĞŵĞŶƚƐŚĂůůďĞƐƵďŵŝƚƚĞĚƚŽŶŽŶďŝŶĚŝŶŐŵĞĚŝĂƚŝŽŶ ƉƌŝŽƌƚŽĐŽŵŵĞŶĐĞŵĞŶƚŽĨĂŶLJŽƚŚĞƌũƵĚŝĐŝĂůƉƌŽĐĞĞĚŝŶŐ͘ ϰ͘ ŝƐƉƵƚĞ,ĂŶĚůŝŶŐ
<W&&ƐŚĂůůŵĂŬĞŶŽĐůĂŝŵĂŐĂŝŶƐƚůŝĞŶƚǁŝƚŚŽƵƚĨŝƌƐƚƉƌŽǀŝĚŝŶŐůŝĞŶƚǁŝƚŚĂǁƌŝƚƚĞŶŶŽƚŝĐĞŽĨĚĂŵĂŐĞƐĂŶĚƉƌŽǀŝĚŝŶŐůŝĞŶƚ ƚŚŝƌƚLJ;ϯϬͿĚĂLJƐƚŽĐƵƌĞďĞĨŽƌĞĂŶĂĐƚŝŽŶŝƐĐŽŵŵĞŶĐĞĚ͘dŚĞůŝĞŶƚƐŚĂůůŵĂŬĞŶŽĐůĂŝŵĞŝƚŚĞƌĚŝƌĞĐƚůLJŽƌŝŶĂƚŚŝƌĚͲƉĂƌƚLJĐůĂŝŵ͕ ĂŐĂŝŶƐƚ<W&&ƵŶůĞƐƐƚŚĞůŝĞŶƚŚĂƐ ĨŝƌƐƚƉƌŽǀŝĚĞĚ<W&&ǁŝƚŚĂǁƌŝƚƚĞŶĐĞƌƚŝĨŝĐĂƚŝŽŶĞdžĞĐƵƚĞĚďLJĂŶŝŶĚĞƉĞŶĚĞŶƚƉƌŽĨĞƐƐŝŽŶĂů ĐƵƌƌĞŶƚůLJƉƌĂĐƚŝĐŝŶŐŝŶƚŚĞƐĂŵĞĚŝƐĐŝƉůŝŶĞĂƐ<W&&ĂŶĚůŝĐĞŶƐĞĚŝŶƚŚĞƐƚĂƚĞŽĨƚŚĞƐƵďũĞĐƚƉƌŽũĞĐƚ͘dŚŝƐĐĞƌƚŝĨŝĐĂƚŝŽŶƐŚĂůůĂͿ ĐŽŶƚĂŝŶƚŚĞŶĂŵĞĂŶĚůŝĐĞŶƐĞŶƵŵďĞƌŽĨƚŚĞĐĞƌƚŝĨŝĞƌ͖ďͿƐƉĞĐŝĨLJĞĂĐŚĂŶĚĞǀĞƌLJĂĐƚŽƌŽŵŝƐƐŝŽŶƚŚĂƚƚŚĞĐĞƌƚŝĨŝĞƌĐŽŶƚĞŶĚƐŝƐĂ ǀŝŽůĂƚŝŽŶ ŽĨ ƚŚĞ ƐƚĂŶĚĂƌĚ ŽĨ ĐĂƌĞĞdžƉĞĐƚĞĚ ŽĨĂ ƉƌŽĨĞƐƐŝŽŶĂů ƉĞƌĨŽƌŵŝŶŐ ƉƌŽĨĞƐƐŝŽŶĂů ƐĞƌǀŝĐĞƐ ƵŶĚĞƌ ƐŝŵŝůĂƌ ĐŝƌĐƵŵƐƚĂŶĐĞƐ͖ ĂŶĚ
ĐͿƐƚĂƚĞŝŶĐŽŵƉůĞƚĞĚĞƚĂŝůƚŚĞďĂƐŝƐĨŽƌƚŚĞĐĞƌƚŝĨŝĞƌΖƐŽƉŝŶŝŽŶƚŚĂƚĞĂĐŚƐƵĐŚĂĐƚŽƌŽŵŝƐƐŝŽŶĐŽŶƐƚŝƚƵƚĞƐƐƵĐŚĂǀŝŽůĂƚŝŽŶ͘dŚŝƐ ĐĞƌƚŝĨŝĐĂƚĞ ƐŚĂůů ďĞ ƉƌŽǀŝĚĞĚ ƚŽ <W&& ŶŽƚ ůĞƐƐ ƚŚĂŶ ƚŚŝƌƚLJ ;ϯϬͿ ĐĂůĞŶĚĂƌ ĚĂLJƐ ƉƌŝŽƌ ƚŽ ƚŚĞ ƉƌĞƐĞŶƚĂƚŝŽŶ ŽĨ ĂŶLJ ĐůĂŝŵ Žƌ ƚŚĞ ŝŶƐƚŝƚƵƚŝŽŶŽĨĂŶLJũƵĚŝĐŝĂůƉƌŽĐĞĞĚŝŶŐ͘
ϱ͘ ^ƵƐƉĞŶƐŝŽŶŽĨ^ĞƌǀŝĐĞƐ
/Ĩ ůŝĞŶƚ ĨĂŝůƐ ƚŽŵĂŬĞ ƉĂLJŵĞŶƚƐ ƚŽ <W&&ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚ ƚŚŝƐŐƌĞĞŵĞŶƚ͕ ƐƵĐŚ ĨĂŝůƵƌĞ ƐŚĂůů ƉƌŽǀŝĚĞ <W&& ƚŚĞ ŽƉƚŝŽŶ ƚŽ ƐƵƐƉĞŶĚ ƉĞƌĨŽƌŵĂŶĐĞ ŽĨ ƐĞƌǀŝĐĞƐ ƵŶĚĞƌ ƚŚŝƐ ŐƌĞĞŵĞŶƚ ƵƉŽŶ ƐĞǀĞŶ ;ϳͿ ĚĂLJƐ ǁƌŝƚƚĞŶ ŶŽƚŝĐĞ ƚŽ ůŝĞŶƚ͘ /Ŷ ƚŚĞ ĞǀĞŶƚ ŽĨ Ă ƐƵƐƉĞŶƐŝŽŶ ŽĨ ƐĞƌǀŝĐĞƐ͕ <W&& ƐŚĂůů ŚĂǀĞ ŶŽ ůŝĂďŝůŝƚLJ ĨŽƌ ĂŶLJ ĚĞůĂLJƐ Žƌ ĚĂŵĂŐĞƐ ĐĂƵƐĞĚ ďĞĐĂƵƐĞ ŽĨ ƐƵĐŚ ƐƵƐƉĞŶƐŝŽŶ͘ ĞĨŽƌĞ ƌĞƐƵŵŝŶŐƐĞƌǀŝĐĞƐ͕<W&&ƐŚĂůůďĞƉĂŝĚĂůůƐƵŵƐĚƵĞƉƌŝŽƌƚŽƐƵƐƉĞŶƐŝŽŶĂŶĚĂŶLJĞdžƉĞŶƐĞƐŝŶĐƵƌƌĞĚďLJ<W&&ŝŶƚŚĞŝŶƚĞƌƌƵƉƚŝŽŶ ĂŶĚƌĞƐƵŵƉƚŝŽŶŽĨŝƚƐƐĞƌǀŝĐĞƐ͘<W&&͛ƐĨĞĞƐĨŽƌƚŚĞƌĞŵĂŝŶŝŶŐƐĞƌǀŝĐĞƐĂŶĚƚŝŵĞƐĐŚĞĚƵůĞƐƐŚĂůůďĞĞƋƵŝƚĂďůLJĂĚũƵƐƚĞĚ͘/ĨĂŶLJ ŝŶǀŽŝĐĞŝƐŝŶĚŝƐƉƵƚĞ͕ůŝĞŶƚƐŚĂůůƉĂLJƵŶĚĞƌǁƌŝƚƚĞŶƉƌŽƚĞƐƚƚŽŬĞĞƉƚŚĞƉƌŽũĞĐƚŽŶƐĐŚĞĚƵůĞĂŶĚƌĞƐŽůǀĞƚŚĞƉĂLJŵĞŶƚĚŝƐƉƵƚĞ ĂĨƚĞƌƐƵďƐƚĂŶƚŝĂůĐŽŵƉůĞƚŝŽŶ͘
ϲ͘ dĞƌŵŝŶĂƚŝŽŶ
dŚŝƐŐƌĞĞŵĞŶƚŵĂLJďĞƚĞƌŵŝŶĂƚĞĚďLJĞŝƚŚĞƌƉĂƌƚLJǁŝƚŚƐĞǀĞŶ;ϳͿĚĂLJƐǁƌŝƚƚĞŶŶŽƚŝĐĞƚŽƚŚĞŽƚŚĞƌŝŶƚŚĞĞǀĞŶƚŽĨĂƐƵďƐƚĂŶƚŝĂů ĨĂŝůƵƌĞŽĨƉĞƌĨŽƌŵĂŶĐĞďLJƚŚĞŽƚŚĞƌƉĂƌƚLJƚŚƌŽƵŐŚŶŽĨĂƵůƚŽĨƚŚĞƚĞƌŵŝŶĂƚŝŶŐƉĂƌƚLJ͘/ĨƚŚŝƐŐƌĞĞŵĞŶƚŝƐƚĞƌŵŝŶĂƚĞĚ͕<W&&ƐŚĂůů ďĞƉĂŝĚĨŽƌƐĞƌǀŝĐĞƐƉĞƌĨŽƌŵĞĚƚŽƚŚĞƚĞƌŵŝŶĂƚŝŽŶŶŽƚŝĐĞĚĂƚĞ͕ŝŶĐůƵĚŝŶŐƌĞŝŵďƵƌƐĂďůĞĞdžƉĞŶƐĞƐĚƵĞ͘ ϳ͘ KǁŶĞƌƐŚŝƉŽĨŽĐƵŵĞŶƚƐ
dŚĞ ĚƌĂǁŝŶŐƐ͕ ĐĂůĐƵůĂƚŝŽŶƐ ĂŶĚ ƐƉĞĐŝĨŝĐĂƚŝŽŶƐ ĂƌĞ ŝŶƐƚƌƵŵĞŶƚƐ ŽĨ ƐĞƌǀŝĐĞ ĂŶĚ ĂƌĞ͕ ĂŶĚ ƐŚĂůů ƌĞŵĂŝŶ͕ ƚŚĞ ƉƌŽƉĞƌƚLJ ŽĨ <W&&͕ ǁŚĞƚŚĞƌƚŚĞƉƌŽũĞĐƚĨŽƌǁŚŝĐŚƚŚĞLJĂƌĞŵĂĚĞŝƐĞdžĞĐƵƚĞĚŽƌŶŽƚ͘dŚĞLJĂƌĞŶŽƚƚŽďĞƵƐĞĚŽŶŽƚŚĞƌƉƌŽũĞĐƚƐŽƌĞdžƚĞŶƐŝŽŶƐƚŽ ƚŚŝƐƉƌŽũĞĐƚĞdžĐĞƉƚďLJĂŐƌĞĞŵĞŶƚŝŶǁƌŝƚŝŶŐ͘
ϴ͘ ŽŶƚƌĂĐƚĚŵŝŶŝƐƚƌĂƚŝŽŶ
/ƚŝƐƵŶĚĞƌƐƚŽŽĚƚŚĂƚ<W&&ǁŝůůŶŽƚƉƌŽǀŝĚĞĚĞƐŝŐŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶƌĞǀŝĞǁƐĞƌǀŝĐĞƐƌĞůĂƚŝŶŐƚŽƐĂĨĞƚLJŵĞĂƐƵƌĞƐŽĨĂŶLJĐŽŶƚƌĂĐƚŽƌ ŽƌƐƵďĐŽŶƚƌĂĐƚŽƌŽŶƚŚĞƉƌŽũĞĐƚ͘&ƵƌƚŚĞƌ͕ŝƚŝƐƵŶĚĞƌƐƚŽŽĚƚŚĂƚ<W&&ǁŝůůŶŽƚƉƌŽǀŝĚĞĂŶLJƐƵƉĞƌǀŝƐŽƌLJƐĞƌǀŝĐĞƐƌĞůĂƚŝŶŐƚŽƚŚĞ ĐŽŶƐƚƌƵĐƚŝŽŶ ĨŽƌ ƚŚĞ ƉƌŽũĞĐƚ͘ ŶLJ ŽƉŝŶŝŽŶƐ ƐŽůŝĐŝƚĞĚ ĨƌŽŵ <W&&ƌĞůĂƚŝŶŐ ƚŽĂŶLJ ƐƵĐŚ ƌĞǀŝĞǁ Žƌ ƐƵƉĞƌǀŝƐŽƌLJ ƐĞƌǀŝĐĞƐ ƐŚĂůů ďĞ ĐŽŶƐŝĚĞƌĞĚŽŶůLJĂƐŐĞŶĞƌĂůŝŶĨŽƌŵĂƚŝŽŶĂŶĚƐŚĂůůŶŽƚďĞƚŚĞďĂƐŝƐĨŽƌĂŶLJĐůĂŝŵĂŐĂŝŶƐƚ<W&&͘ ϵ͘ EŽdŚŝƌĚͲWĂƌƚLJĞŶĞĨŝĐŝĂƌLJ
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ϭϬ͘ EŽƐƐŝŐŶŵĞŶƚƐ
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ATTACHMENT C -
Group Delta Proposal
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dŚĞƉƌŽƉŽƐĞĚƉƌŽũĞĐƚƐŝƚĞŝƐůŽĐĂƚĞĚĂƚƚŚĞŝƚLJŽĨ^ĂŶůĞŵĞŶƚĞ͕ĂůŝĨŽƌŶŝĂ͘/ƚŝƐŽƵƌƵŶĚĞƌƐƚĂŶĚŝŶŐ ƚŚĂƚ ƚŚĞĞdžŝƐƚŝŶŐƐƚĞĞůďŽĂƌĚǁĂůŬƉĞĚĞƐƚƌŝĂŶďƌŝĚŐĞǁŝůůďĞƌĞƉůĂĐĞĚǁŝƚŚĂůƵŵŝŶƵŵďƌŝĚŐĞƐŽĨ ĞƋƵĂůŽƌůĞƐƐǁĞŝŐŚƚ͘dŚĞƉƌŽũĞĐƚǁŝůůƐƚĂƌƚĨƌŽŵŽĂƌĚǁĂůŬ^ƚĂƚŝŽŶϬͲϴϯ͘ϯϯƚŽ^ƚĂƚŝŽŶϴнϴϯ͘ϮϱĂŶĚ ĨƌŽŵŽĂƌĚǁĂůŬ͟͞^ƚĂƚŝŽŶϭϬнϬϰ͘ϬϬƚŽ^ƚĂƚŝŽŶϭϬнϱϮ͘Ϯϱ͘dŚĞĞdžŝƐƚŝŶŐĚƌŝůůĞĚƐŚĂĨƚĨŽƵŶĚĂƚŝŽŶ ǁŝůůƐƵƉƉŽƌƚƚŚĞŶĞǁďƌŝĚŐĞ͘tŝƚŚƚŚĞƉŽƐƐŝďŝůŝƚLJŽĨƐŚŝĨƚŝŶŐƚŚĞďƌŝĚŐĞŚŽƌŝnjŽŶƚĂůůLJĂǁĂLJĨƌŽŵƚŚĞ ŚŝůůƐŝĚĞ ĂŶĚ ǀĞƌƚŝĐĂůůLJ͕ ƚŚĞ ůŽĂĚƐ ĞdžĞƌƚĞĚ ĨƌŽŵ ƚŚĞ ŶĞǁ ƐƵƉĞƌƐƚƌƵĐƚƵƌĞ ƚŽ ƚŚĞ ĚƌŝůůĞĚ ƐŚĂĨƚ ĨŽƵŶĚĂƚŝŽŶǁŝůůďĞĞǀĂůƵĂƚĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚĐƵƌƌĞŶƚĚĞƐŝŐŶƐƚĂŶĚĂƌĚƐ͘ <
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• ^ŝƚĞŝƐǁŝƚŚŝŶĂ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂ>ĂŶĚƐůŝĚĞ,ĂnjĂƌĚŽŶĞ͘^ŝƚĞŚĂƐĞdžƉĞƌŝĞŶĐĞĚĂŶƵŵďĞƌ ŽĨůĂŶĚƐůŝĚĞƐĂŶĚƐƵƌĨŝĐŝĂůĨĂŝůƵƌĞƐŽŶƚŚĞŚŝůůƐŝĚĞ͘
• ^ŝƚĞŝƐǁŝƚŚŝŶĂ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂ>ŝƋƵĞĨĂĐƚŝŽŶ,ĂnjĂƌĚŽŶĞ͘ • 'ƌŽƵŶĚǁĂƚĞƌŝƐƐŚĂůůŽǁĂƚƚŚĞƐŝƚĞĂƚĐŽŶƐŝƐƚĞŶƚůĞǀĞůƐǁŝƚŚƚŚĞŽĐĞĂŶƚŝĚĞƐ͘ 
WƌŽƉŽƐĂůĨŽƌ'ĞŽƚĞĐŚŶŝĐĂů^ĞƌǀŝĐĞƐ        ƵŐƵƐƚϮϯ͕ϮϬϮϮ <W&&ŽŶƐƵůƚŝŶŐ
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• 'ĞŽƚĞĐŚŶŝĐĂů/ŶǀĞƐƚŝŐĂƚŝŽŶZĞƉŽƌƚ ;KƉƚŝŽŶĂůͿ ƚŽƉĞƌĨŽƌŵĂ ƐŝƚĞͲƐƉĞĐŝĨŝĐŝŶǀĞƐƚŝŐĂƚŝŽŶ ƚŽ ĐŽŶĨŝƌŵ ƚŚĞ ƉƌĞůŝŵŝŶĂƌLJ ;ĚĞƐŬƚŽƉ ƐƚƵĚLJͿ ĚĞƐŝŐŶ ĞǀĂůƵĂƚŝŽŶƐ ĂŶĚƉƌŽǀŝĚĞ Ă ĨŝŶĂů ĚĞƐŝŐŶ ŵĞŵŽƌĂŶĚƵŵ͘
ĞƐŬƚŽƉ^ƚƵĚLJ
'ƌŽƵƉĞůƚĂƉƌŽƉŽƐĞĚƐĐŽƉĞŽĨǁŽƌŬŝƐĂŝŵĞĚĂƚƉƌŽǀŝĚŝŶŐŐĞŽƚĞĐŚŶŝĐĂůƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐĨŽƌ ƉůĂŶŶŝŶŐƉƵƌƉŽƐĞƐƚŽƐƵƉƉŽƌƚƚŚĞĨĞĂƐŝďŝůŝƚLJŽĨƚŚĞƉƌŽƉŽƐĞĚďƌŝĚŐĞƌĞƉůĂĐĞŵĞŶƚ͘dŚĞƉƌŽƉŽƐĞĚ ƐĐŽƉĞŽĨǁŽƌŬŝŶĐůƵĚĞƐĂƐƚƵĚLJƚŽƐƵŵŵĂƌŝnjĞĞdžŝƚŝŶŐŐĞŽƚĞĐŚŶŝĐĂůĂŶĚŐĞŽůŽŐŝĐĂůŝƐƐƵĞƐƚŽŝĚĞŶƚŝĨLJ ĂŶĚĞǀĂůƵĂƚĞƉŽƚĞŶƚŝĂůĚĞƐŝŐŶŝƐƐƵĞƐ͘'ƌŽƵƉĞůƚĂǁŝůůƉƌŽǀŝĚĞĂƉƌĞůŝŵŝŶĂƌLJĂƐƐĞƐƐŵĞŶƚŽĨƚŚĞ ĞdžŝƐƚŝŶŐĨŽƵŶĚĂƚŝŽŶƐƚŚĂƚŝŶĐůƵĚĞƐƉŝůĞĐĂƉĂĐŝƚŝĞƐ͕ƉͲLJƐƉƌŝŶŐƐ͕ĂŶĚƉŽŝŶƚŽĨĨŝdžŝƚLJ͘WƌĞůŝŵŝŶĂƌLJƉŝůĞ ůŽĂĚƐ ǁŝůů ďĞ ĞǀĂůƵĂƚĞĚ ĂŶĚ ŝŶĐůƵĚĞĚ ŝŶ ŽƵƌ ĨŝŶĚŝŶŐƐ ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͕ ŝĨ ƉƌŽǀŝĚĞĚ͘ dŚĞ ĨĞĂƐŝďŝůŝƚLJƐƚƵĚLJǁŝůůďĞƉƌĞƐĞŶƚĞĚŝŶĂŐĞŽƚĞĐŚŶŝĐĂůŵĞŵŽƌĂŶĚƵŵƚŚĂƚŝŶĐůƵĚĞƐƚŚĞĨŽůůŽǁŝŶŐ͗ • ĞƐĐƌŝƉƚŝŽŶŽĨƚŚĞƐŝƚĞĐŽŶĚŝƚŝŽŶƐ͘
• ŶĂƌƌĂƚŝǀĞĚĞƐĐƌŝďŝŶŐƚŚĞŐĞŽůŽŐŝĐƐĞƚƚŝŶŐŽĨƚŚĞƐŝƚĞƐ͘ • ŝƐĐƵƐƐŝŽŶŽĨ ƚŚĞŐĞŽůŽŐŝĐĂŶĚƐĞŝƐŵŝĐŚĂnjĂƌĚƐ͕ŝŶĐůƵĚŝŶŐ ĨĂƵůƚƌƵƉƚƵƌĞ͕ƐĞŝƐŵŝĐŐƌŽƵŶĚ ƐŚĂŬŝŶŐ͕ ůŝƋƵĞĨĂĐƚŝŽŶ ĂŶĚ ůŝƋƵĞĨĂĐƚŝŽŶ ŝŶĚƵĐĞĚ ƐĞƚƚůĞŵĞŶƚ ĂŶĚ ůĂƚĞƌĂů ƐƉƌĞĂĚŝŶŐ Ăƚ ƚŚĞ ƐŝƚĞƐ͘
• ŽŵŵĞŶƚ ŽŶ ƚŚĞ ƉŽƚĞŶƚŝĂů ĨŽƌ ƐůŽƉĞ ŝŶƐƚĂďŝůŝƚLJ ;ůĂŶĚƐůŝĚĞƐͿ ĂŶĚ ƐĞŝƐŵŝĐĂůůLJ ŝŶĚƵĐĞĚ ůĂŶĚƐůŝĚŝŶŐĂƚƚŚĞƐŝƚĞĂŶĚŝŶƚŚĞŐĞŶĞƌĂůǀŝĐŝŶŝƚLJŽĨƚŚĞƐŝƚĞǁŝƚŚƚŚĞƉŽƚĞŶƚŝĂůƚŽŝŵƉĂĐƚ ƚŚĞďƌŝĚŐĞĨŽƵŶĚĂƚŝŽŶƐ͘
•
ǀĂůƵĂƚŝŽŶŽĨƚŚĞŐĞŽƚĞĐŚŶŝĐĂůŝŵƉĂĐƚƐĂŶĚĂŶƚŝĐŝƉĂƚĞĚĞŶŐŝŶĞĞƌŝŶŐĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐŽĨƚŚĞ ƐŽŝůƐĂƚƚŚĞƐŝƚĞƐďĂƐĞĚŽŶƌĞĂĚŝůLJĂǀĂŝůĂďůĞŝŶĨŽƌŵĂƚŝŽŶ͘ • WƌĞůŝŵŝŶĂƌLJ ĨĞĂƐŝďŝůŝƚLJ ŐĞŽƚĞĐŚŶŝĐĂů ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĨŽƌ ƐƵƉƉŽƌƚ ƵƐŝŶŐ ƚŚĞ ĞdžŝƐƚŝŶŐ ĨŽƵŶĚĂƚŝŽŶƐ͘
'ĞŽƚĞĐŚŶŝĐĂů/ŶǀĞƐƚŝŐĂƚŝŽŶZĞƉŽƌƚ;KƉƚŝŽŶĂůͿ
 ŐĞŽƚĞĐŚŶŝĐĂů ŝŶǀĞƐƚŝŐĂƚŝŽŶ ŝƐ ƌĞĐŽŵŵĞŶĚĞĚ ƚŽ ĐŽŶĨŝƌŵ ƚŚĞ ƐŽŝů ĐŽŶĚŝƚŝŽŶƐ Ăƚ ƚŚĞ ƉƌŽƉŽƐĞĚ ŝŵƉƌŽǀĞŵĞŶƚƐ ƚŽ ĨŝŶĂůŝnjĞ ƚŚĞ ƐŽŝů ƉƌŽĨŝůĞ ĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ĂŶĚ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ͘ dŚĞ ƉƌĞǀŝŽƵƐ ŐĞŽƚĞĐŚŶŝĐĂůŝŶǀĞƐƚŝŐĂƚŝŽŶƐĂƚƚŚĞƐŝƚĞǁĞƌĞůŝŵŝƚĞĚƚŽŽŶĞ;ϭͿĚLJŶĂŵŝĐĐŽŶĞƉĞŶĞƚƌŽŵĞƚĞƌ;WdͿ WƌŽƉŽƐĂůĨŽƌ'ĞŽƚĞĐŚŶŝĐĂů^ĞƌǀŝĐĞƐ        ƵŐƵƐƚϮϯ͕ϮϬϮϮ <W&&ŽŶƐƵůƚŝŶŐ
ŶŐŝŶĞĞƌƐʹWĞĚĞƐƚƌŝĂŶƌŝĚŐĞZĞƉůĂĐĞŵĞŶƚ      WĂŐĞ ͮϯ ^ĂŶůĞŵĞŶƚĞ͕ĂůŝĨŽƌŶŝĂ
'ƌŽƵƉĞůƚĂWƌŽƉŽƐĂůEƵŵďĞƌ/ZϮϮͲϬϱϮ

ƉĞƌĨŽƌŵĞĚǁŝƚŚŝŶƚŚĞƉƌŽũĞĐƚůŝŵŝƚŽĨƚŚĞƉƌŽƉŽƐĞĚŝŵƉƌŽǀĞŵĞŶƚƐ;ǁŚŝĐŚŝƐĂƉƉƌŽdžŝŵĂƚĞůLJϵϬϬĨƚ ůŽŶŐͿĂŶĚĂĚĚŝƚŝŽŶĂůĐƵƌƌĞŶƚŝŶĨŽƌŵĂƚŝŽŶƐŚŽƵůĚďĞŽďƚĂŝŶĞĚĨŽƌĨŝŶĂůĚĞƐŝŐŶ͘ dŚĞĚĞŵĂŶĚŽŶƚŚĞƉŝůĞƐǁŝůůďĞŝŵƉĂĐƚĞĚďLJƚŚĞƚŚŝĐŬŶĞƐƐŽĨƚŚĞĨŝůůĚĞƌŝǀĞĚƐŽŝůƐŽǀĞƌůLJŝŶŐƚŚĞ ŝŶƚĂĐƚĂƉŝƐƚƌĂŶŽ&ŽƌŵĂƚŝŽŶ͘'ƌŽƵƉĞůƚĂǁŝůůƉĞƌĨŽƌŵŽŶĞĚĂLJŽĨĨŝĞůĚĞdžƉůŽƌĂƚŝŽŶƐƵƐŝŶŐWdƐ ĂůŽŶŐƚŚĞďƌŝĚŐĞĂůŝŐŶŵĞŶƚ͘WƌŝŽƌƚŽƚŚĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶ͕'ƌŽƵƉĞůƚĂǁŝůůŽďƚĂŝŶƚŚĞƌĞƋƵŝƌĞĚ ƉĞƌŵŝƚƐ ĨƌŽŵ ƚŚĞ ĂůŝĨŽƌŶŝĂ ^ƚĂƚĞ ĞƉĂƌƚŵĞŶƚ ŽĨ WĂƌŬƐ ĂŶĚ ZĞĐƌĞĂƚŝŽŶ ƚŽ ĂĐĐĞƐƐ ƚŚĞ Wd ůŽĐĂƚŝŽŶƐ͕ĂŶĚŶŽƚŝĨLJhŶĚĞƌŐƌŽƵŶĚ^ĞƌǀŝĐĞůĞƌƚ͕ĂƐƌĞƋƵŝƌĞĚďLJůĂǁ͘ŶLJĞŶǀŝƌŽŶŵĞŶƚĂůĐůĞĂƌĂŶĐĞ ƐŚŽƵůĚďĞƉĞƌĨŽƌŵĞĚďLJŽƚŚĞƌƐĂŶĚ'ƌŽƵƉĞůƚĂǁŝůůƉƌŽǀŝĚĞĂŐĞŽƚĞĐŚŶŝĐĂůŝŶǀĞƐƚŝŐĂƚŝŽŶǁŽƌŬ ƉůĂŶ ĨŽƌ ƵƐĞ͘ dŚĞ ĨŝĞůĚ ĞdžƉůŽƌĂƚŝŽŶƐ ǁŝůů ďĞ ƉĞƌĨŽƌŵĞĚ ƵŶĚĞƌ ƚŚĞ ƐƵƉĞƌǀŝƐŝŽŶ ŽĨ ŽƵƌ ĞŶŐŝŶĞĞƌͬŐĞŽůŽŐŝƐƚ͕ ǁŚŽ ǁŝůů ŵĂŝŶƚĂŝŶ Ă ĚĞƚĂŝůĞĚ ůŽŐ ŽĨ ƚŚĞ WdƐ͘ dŚĞ WdƐ ǁŝůů ƉƌŽǀŝĚĞ Ă ƌĞůĂƚŝǀĞĚĞŶƐŝƚLJŽĨƚŚĞƐŽŝůƉƌŽĨŝůĞƚŽďĞƵƚŝůŝnjĞĚŝŶƵƉĚĂƚĞĚƉŝůĞĚĞƐŝŐŶĞǀĂůƵĂƚŝŽŶƐ͘dŚĞƐƚƌƵĐƚƵƌĂů ŝŶƚĞŐƌŝƚLJŽĨƚŚĞƉŝůĞƐƐŚŽƵůĚďĞĞǀĂůƵĂƚĞĚďLJŽƚŚĞƌƐ͘ KƵƌƉƌĞůŝŵŝŶĂƌLJĨŽƵŶĚĂƚŝŽŶĚĞƐŝŐŶƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐǁŝůůďĞƵƉĚĂƚĞĚďĂƐĞĚŽŶƚŚĞĐƵƌƌĞŶƚƐŝƚĞ ƐƉĞĐŝĨŝĐĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶĂŶĚƚŚĞƌĞƐƵůƚƐŽĨŽƵƌĞŶŐŝŶĞĞƌŝŶŐĞǀĂůƵĂƚŝŽŶƐǁŝůůďĞƉƌĞƐĞŶƚĞĚŝŶĂ ŐĞŽƚĞĐŚŶŝĐĂů ŝŶǀĞƐƚŝŐĂƚŝŽŶ ƌĞƉŽƌƚ͘ dŚĞ ƌĞƉŽƌƚ ǁŝůů ĐŽŶƚĂŝŶ Ă ƉƌŽũĞĐƚ ĂŶĚ ƐŝƚĞ ĚĞƐĐƌŝƉƚŝŽŶ͕ ĚŝƐĐƵƐƐŝŽŶƐ ŽĨ ƚŚĞ ŐĞŽůŽŐŝĐ ĂŶĚ ƐĞŝƐŵŝĐ ƐĞƚƚŝŶŐ ĂŶĚ ƐĞŝƐŵŝĐ ŚĂnjĂƌĚƐ͕ ŵĂƉƉĞĚ ƐĞŝƐŵŝĐ ĚĞƐŝŐŶ ƉĂƌĂŵĞƚĞƌƐ͕ĚĞƚĂŝůĞĚĚŝƐĐƵƐƐŝŽŶ ŽĨ ŽƵƌ ĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶĂŶĚĨŝŶĚŝŶŐƐ͕ĂŶĚ ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ƉĞƌƚĂŝŶŝŶŐƚŽƚŚĞƌĞƚƌŽĨŝƚ͘KƵƌŐĞŽƚĞĐŚŶŝĐĂůǁŽƌŬĂŶĚƌĞƉŽƌƚƐǁŝůůĨŽůůŽǁĂůƚƌĂŶƐƐƚĂŶĚĂƌĚƐĂŶĚ ǁŝůůƉƌĞƐĞŶƚƚŚĞƌĞƐƵůƚƐŽĨƚŚĞƐŝƚĞͲƐƉĞĐŝĨŝĐĞdžƉůŽƌĂƚŝŽŶƐĂŶĚĚĞƐŝŐŶƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ͘ ^,
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tĞĂƌĞƉƌĞƉĂƌĞĚƚŽƐƚĂƌƚǁŽƌŬŝŵŵĞĚŝĂƚĞůLJĨŽůůŽǁŝŶŐƚŚĞƌĞĐĞŝƉƚŽĨLJŽƵƌǁƌŝƚƚĞŶĂƵƚŚŽƌŝnjĂƚŝŽŶ ĂŶĚĞƐƚŝŵĂƚĞƚŚĂƚŽƵƌƉƌĞůŝŵŝŶĂƌLJĚĞƐŬƚŽƉŐĞŽƚĞĐŚŶŝĐĂůŵĞŵŽƌĂŶĚƵŵǁŝůůďĞƐƵďŵŝƚƚĞĚƚŚƌĞĞ ;ϯͿǁĞĞŬƐĂĨƚĞƌŶŽƚŝĐĞƚŽƉƌŽĐĞĞĚ͘dŚĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶĐĂŶďĞĂĚǀĂŶĐĞĨŽůůŽǁŝŶŐƌĞĐĞŝƉƚŽĨĂŶ ĞŶĐƌŽĂĐŚŵĞŶƚ ƉĞƌŵŝƚ ĨƌŽŵ ƚŚĞ ^ƚĂƚĞ ŽĨ ĂůŝĨŽƌŶŝĂ͕ ĞƉĂƌƚŵĞŶƚ ŽĨ WĂƌŬƐ ĂŶĚ ZĞĐƌĞĂƚŝŽŶ ƚŚĂƚ ƚLJƉŝĐĂůůLJƚĂŬĞƐϰƚŽϲǁĞĞŬƐ͘dŚĞŐĞŽƚĞĐŚŶŝĐĂůŵĞŵŽƌĂŶĚƵŵǁŝƚŚŽƵƌĞǀĂůƵĂƚŝŽŶƐ͕ƐŝƚĞͲƐƉĞĐŝĨŝĐ ŝŶǀĞƐƚŝŐĂƚŝŽŶ ĂŶĚ ĨŝŶĂů ƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐ ĐĂŶ ďĞ ƉƌŽǀŝĚĞĚ ǁŝƚŚŝŶƚŚƌĞĞ ;ϯͿ ǁĞĞŬƐ ŽĨ ƚŚĞ ĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶ͘
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GROUP DELTA CONSULTANTS, INC.

FEE SCHEDULE AND TERMS &
CONDITIONS 2022
HOURLY CHARGES FOR PERSONNEL
(Engineer/Geologist/Scientist)
PRINCIPAL $245
ASSOCIATE $225
SENIOR $195
PROJECT $180
SENIOR STAFF $165
STAFF $155
SENIOR PRINCIPAL $295
DESIGNER / ILLUSTRATOR / AUTOCAD $100
TECHNICAL / PROJECT SUPPORT / ADMIN$80
DRIVER /PICKUP & DELIVERY OF SAMPLES $95

TESTING & INSPECTION SERVICES
PROJECT MANAGER $185
QUALITY CONTROL MANAGER $165
LABORATORY MANAGER $140
SENIOR ENVIRONMENTAL TECHNICIAN $140
ENVIRONMENTAL TECHNICIAN $100
TECHNICIAN / INSPECTORͲPREVAILING WAGE / UNION $122
TECHNICIAN / INSPECTOR – NONͲPREVAILING WAGE $95
TECHNICIAN / LABORATORY TESTING $95

CHARGES FOR EQUIPMENT
VEHICLE:

FIELD VEHICLE $ 8/hour
MILEAGE (PER CURRENT IRS RATES) $ 0.625/mile
NUCLEAR DENSITY GAUGE $ 8/hour
PHOTO IONIZATION DETECTOR $ 35/hour
XRF DEVICE $ 100/day
HAZARDOUS GAS SAFETY MONITOR $ 25/hour

OTHER CHARGES
Outside services will be charged at cost plus 15 percent (15%). Technician and support personnel time for work over eight (8) hours per day will be charged at 1.5 timesthe regular rates.Holidays, hours over twelve (12) per day, and all weekends hours will be charged at 2.0 times the regular rates. Prevailing wage hourly rates will be increased in accordance with the Department of Industrial Relations annual increases as they take effect. Feesfor participation in deposition, arbitration, trial, etc., will be charged at an hourly rate of $400 per hour, 4Ͳhour minimum, portal to portal.

LABORATORY TESTING FEE SCHEDULE 2022
(unit cost)

SOIL AND ROCK TESTS
CLASSIFICATION AND INDEX TESTS:

Atterberg Limits, Plasticity Index (ASTM D4318) .................... $200 Non Plastic .............................................................. $145 Moisture Content (ASTM D2216) ............................................. $30 % Passing #200 Sieve (ASTM D1140) ........................................ $66 Sieve Analysis w/o Hydrometer (ASTM D422) ........................ $120 Sieve Analysis w/ Hydrometer (ASTM D422) .......................... $210 pH of Soil (CTM 643) ................................................................. $50 Soil Resistivity (CTM 643).......................................................... $99 Soluble Sulfate (CTM 417) ........................................................ $50 Soil Chloride Content (CTM 422) .............................................. $72 Corrosivity Series; Sulfate, Chloride, pH, Resistivity
(CTM643, 417, 422) ................................................ $270 Specific Gravity of Soil (ASTM D854) ...................................... $132 Unit Weight/Moisture Content, wax (ASTM D2937) ................ $50 Unit Weight/Moisture Content,
Shelby tube (ASTM D2937) ....................................... $55 Unit Weight/Moisture Content,
ring sample (ASTM D2937) ....................................... $45 STRENGTH TESTS:

Direct Shear, Residual (ASTM D3080) ..................................... $800 Direct Shear, Consolidated (ASTM D3080) ............................. $265 Direct Shear, Consolidated (ASTM D3080), Remolded ........... $330 R-Value, (ASTM D2844, CTM 301) .......................................... $330 R-Value, Lime Treated in Lab (ASTM D2844, CTM 301) .......... $390 R-Value, Aggregate Base (ASTM D2844, CTM 301) ................. $375 R-Value, (less than 5) (ASTM 2844, CT 301) ............................ $125 California Bearing Ratio (D1883) ............................................ $800 Torsional Ring Shear (ASTM D7608) ....................................... $780 Vane Shear Test (ASTM D4648) ................................................ $50 Unconfined Compression (ASTM D2166) ............................... $176 VOLUMETRIC CHANGE:

Consolidation Test (ASTM D2435), w/o time rate .................. $300 Consolidation Test (ASTM D2435), w/ time rate .................... $385 Consolidation Test (ASTM D2435), single point ...................... $160 Free Swell ............................................................................... $245 Double Oedometer ................................................................. $430 Expansion Index (ASTM D4829) .............................................. $200 Response to Wetting (ASTM D4546) ...................................... $116 Soil Suction (ASTM D5298) ................................................... Quote PERMEABILITY:

Permeability of Granular Soil (ASTM D2434) ........................ Quote

SOIL AND ROCK TESTS
COMPACTION:

Maximum Density and Optimum Moisture (ASTM D1557)
4” Mold ................................................................... $250 4” with rock correction ........................................... $265 6” Mold ................................................................... $280 6” with rock correction ........................................... $285 Maximum Density Check Point (ASTM D1557) ........................ $80 Moisture Density of Soil-Cement Mixtures (ASTM D558) .... Quote California Impact Compaction, test only (CTM 216) .............. $250 AGGREGATE/SUBGRADE:

Abrasion Test (ASTM C131/C535)
100 and 500 Revs ..................................................... $275 500 & 1000 Revs ....................................................... $303 200 and 1000 Rev ..................................................... $303 500 revs only ............................................................ $138 1000 revs only .......................................................... $165 Clay Lumps/Friable Particles (ASTM C142) ............................... $132 Durability Index, Coarse (ASTM D3744/CTM229) .................... $149 Durability Index, Fine (ASTM D3744/CTM229) ........................ $127 Durability Index, Coarse & Fine (ASTM D3744/CTM229) ........ .$275 Organic Impurities (ASTM C40) .................................................. $88 Percent Fractured Aggregate (ASTM D5821) per sieve size ....... $33 Fine Aggregate Angularity (ASTM C1252) ................................ $180 Sand Equivalent (ASTM D2419) ................................................ $115 Sieve Analysis (ASTM C136)
fine aggregate ........................................................... $120 coarse aggregate ...................................................... $105 Specific Gravity and Absorption:
fine aggregate (ASTM C128) ..................................... $165 coarse aggregate (ASTM C127) ................................ $135 Sulfate Soundness (ASTM C88) per sieve size .......................... $165 Cleanness Value (CTM 227) ...................................................... $145 Flat & Elongated Particles,
(ASTM D4791) Per Screen Size .................................. $33 Unit Weight of Aggregate, loose/dry rod (ASTM C29) ............... $90

SAMPLE PREPARATION
Sample preparation such as hand-cutting of samples, extraction from samplers, processing, and mixing of stabilized soils will be charged in addition to the individual test at the Engineering Technician hourly rate ............................................................................................. $95 GROUP DELTA CONSULTANTS, INC.

LABORATORY TESTING FEE SCHEDULE 2022
(unit cost)

CONSTRUCTION MATERIALS
ASPHALT CONCRETE:

Bulk Specific Gravity of Core,
Coated (CTM 308, ASTM D1188) ................................ $83 Hveem Unit Weight (CTM 304/308), set of 3 ........................... $295 Hveem Unit Weight (ASTM D2726), set of 2 ............................ $235 Stabilometer /Hveem (ASTM1560, ASTM 2726) set of 2 .......... $335 Stabilometer /Hveem (CT 366) set of 3 .................................... $360 Stabilometer Only, (CT 366) set of 3 ......................................... $297 Stabilometer Only, (ASTM D1560) set of 2 ............................... $253 Bulk Sp. Gravity (Rice) (ASTM D2041) ....................................... $176 Bulk Sp. Gravity (Rice) (CT309) ................................................... $88 Asphalt Concrete JMF Verification.......................................... Quote Marshall Unit Weight (ASTM D1559), 3 plug average .............. $281 Marshall Stability/Flow (ASTM D1560), set .............................. $300 Percent Bitumen (CTM 382) ..................................................... $138 Percent Bitumen & Gradation (CTM 382/202) ......................... $264 Film Stripping (CTM 302 ) ......................................................... $259 HMA Moisture Content (CTM 371) ............................................. $44 Ignition Oven Correction Factor
Aggregate and oil ...................................................... $800 Ignition Oven Correction Factor
Aggregate and oil w/ RAP ....................................... $1000 Hveem AC Mix Design ............................................................. Quote Marshall AC Mix Design .......................................................... Quote Tensile Strength Ratio (TSR) …………………………………………………Quote
REINFORCED CONCRETE TESTS:

Compressive Strength, per cylinder (ASTM C39) ........................ $42 Compressive Strength, per core (ASTM C39/42) ........................ $72 Flexural Strength, 6x6x18 beam (ASTM C78) .............................. $90 Compressive Strength, Shotcrete Panel,
Set of 3 (ASTM C39/42) ............................................. $360 Compressive Strength of Shotcrete, per core ............................. $72 Removal of Shotcrete Cores, In Lab, each .................................. $80 Compressive Strength, Light Weight Concrete Fill ..................... $35 Compressive Strength, Soil Cement ............................................ $44 Drying Shrinkage, 3 specimens, 28-day .................................... $413

CONSTRUCTION MATERIALS
REINFORCED CONCRETE TESTS: (cont.)
Tensile Strength, Splitting (ASTM C496) ......................... $100 Petrographic Analysis of Cementitious Mat. ................. Quote Cement Content Analysis of Conc. (ASTM C1084) ........ Quote Coefficient of Thermal Expansion. ................................ Quote Concrete Trial Batch w/ lab testing ............................... Quote STRUCTURAL MASONRY:

Compressive Strength Prism, All Sizes, each…………………$132
Compressive Strength of Masonry Block,
Set of 3 (ASTM C140) ...................................... $396 Linear Shrinkage of Masonry Blk., set of 3 (ASTM C426) $363 Shear Test of Masonry Cores, 6” (DSA) ........................... $110 Compressive Strength of Masonry Cores, 6” .................... $72 Dimensions of Masonry Block, Set of 3 (ASTM C140) ....... $60 Absorption of Masonry Block (ASTM C140),
Set of 3 ............................................................................ $138 Unit Weight of Masonry Block (ASTM C140),
Set of 3 ............................................................................ $110 Moisture Content of Masonry Block (ASTM C140),
Set of 3 ............................................................................ $110 Mortar Compressive Strength
2x4, per cylinder (UBC STD 21-16) .................................... $45 Grout Compressive Strength
2x2x2, per cube (ASTM C109) ........................................... $39 3x3x6, per cube (UBC STD 21-18) ..................................... $72 Brick Compressive Strength, 5 brick set (ASTM C67) ...... $292 Brick Absorption Test (ASTM C67)
5 or 24-hour submersion, 5 brick set .............................. $292 1, 2, or 5-hour boiling, 5 brick set ................................... $292 Efflorescence, Brick, 5 brick set (ASTM C67) ................... $290 Modulus of Rupture, 5 brick set (ASTM C67) .................. $209 Moisture As-Received, 5 brick set (ASTM C67) ............... $180 Saturation Coefficient/Absorption, 5 brick set
(requires 24 hr. Submersion and 5 hr. boil Absorption
test prior to calculation) ................................................ $143 Modulus of Elasticity (ASTM C469) ........................................... $248

GROUP DELTA CONSULTANTS, INC.

LABORATORY TESTING FEE SCHEDULE 2022
(unit cost)

CONSTRUCTION MATERIALS
STRUCTURAL STEEL :

High Strength Bolt Testing (ASTM F606)
Hardness, bolt, washer, or nut, each ..................... $28 Bolt Wedge Tensile, each ........................................ $83 Bolt Proof Load, each .............................................. $60 Nut Proof Load, each .............................................. $50 Bolt Assembly Test Series, Set of 3 ....................... $780 Set-Up, if less than three bolts are submitted ........................ $80 Rebar, Tensile Test (ASTM A370)
No. 3 bar to No. 14 bar ........................................... $75 No. 18 bar ............................................................. $200 Rebar, Bend Test (ASTM A370) ............................................... $63 Welded Rebar – Hoops (CTM 670) ......................................... $75 Mechanically Spliced (CTM 670)
No. 3 bar to No. 14 bar ......................................... $100 No. 18 bar ............................................................. $200 Slippage Test in Addition to Tensile, each .............. $75 Structural Steel, Tensile Test (ASTM A370)
100k or less ............................................................. $85 101k-200k ............................................................. $105 Structural Steel, Bend Test ..................................................... $75 Structural Steel, Pipe Flattening Test ...................................... $66 Seven Wire Strand, Tensile/MOE (ASTM A416) .................... $230 Seven Wire Strand, Tensile Only (ASTM A416) ..................... $155 Machining and Prep. of Structural Steel ............................. Quote Structural Steel Chemical Analysis ...................................... Quote Skidmore Bolt Calibration, In Lab ......................................... $170 Weld Procedure Qualification Test, Rebar............................ $325 Welder Qualification Test, Rebar .......................................... $175 Weld Procedure Qualification Test ....................................... $375 Welder Qualification Test ................................................... Quote Carbon Equivalent ................................................................ $150 Carbon Equivalent, Including Calculation ............................. $200 Macroetch Test of Welds ...................................................... $110 Nelson Stud Tensile (ASTM A370)....................................... Quote Charpy Impact Testing ........................................................ Quote FIREPROOFING:

Spray-Applied Fireproofing, Density (ASTM E605)
Oven-Dry Method ............................................................. $80 Displacement Method ...................................................... $75 2FHDQJDWH6XLWH/RQJ%HDFK&$




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ATTACHMENT D -
Cal Vada Surveying,
Inc Proposal
Armando D. DuPont, Professional Land Surveyor 7780
411 Jenks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 [email protected] www.CALVADA.com

DVBE • MBE • SBE • CERTIFIED

PROFESSIONAL LAND SURVEYING
September 28, 2022
Casey Rasile, PE, QSD
Associate
KPFF Consulting Engineers (Long Beach)
400 Oceangate, Ste 500
Long Beach, CA 90802
Ph: 562-437-9100
[email protected]
Subject: Proposal for Professional Surveying Services
903 Buena Vista,San Clemente, CA
Dear Mr. Rasile,
CAL VADA Surveying, Inc. (CAL VADA) is a certified DVBE, MBE & SBE company established in 1989 with extensive experience providing land surveying services for projects ranging from small retail and office properties to large commercial developments. Our service philosophy is to provide our clients the most efficient and highest quality service, never sacrificing quality for timeliness. We are fully committed to making your project a success.

Should you have any questions on the attached proposal or need additional information, please contact me at (951) 280-9960. If this proposal is acceptable, please indicate by signing the terms at the end and return a copy to my attention by email or fax at (951) 280-9746 and we will begin work immediately. Our goal is to establish a great working relationship with you for this project, so that you have a surveying firm that you can count on in the future.

Thank you again for your consideration and we would welcome the opportunity to work with you on this project!
Kind Regards,

CAL VADA SURVEYING, INC.

Armando D. DuPont, PLS
President
[email protected]
Armando D. DuPont, Professional Land Surveyor 7780
411 Jenks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 [email protected] www.CALVADA.com

I SCOPE OF SERVICES
Topographic Survey

A design level Topographic Survey is a professional services and will be provided for the area as outlined in the aerial picture shown on Exhibit "A". The site boundaries will be shown for reference based upon available record maps. We recommend that a complete title report be provided for the subject parcel in order to identify all of the underlying encumbrances. We will only plot those easement shown on available mapping and cannot guarantee that all easement/encumbrances will be shown.

The items that will include are as follows:

1. The vertical control will be based upon NAVD 88 Datum.

2. The horizontal control will be based on the California State Plane Coordinate System of 1983 (NAD 83).

3. Our base mapping will be created via aerial photogrammetry mapping and then further enhanced by our field crews; we will provide one foot contours.

4. Location, elevation, size, and type of existing utilities and improvements, on site and within 25 feet of the property line.

5. Spot elevations of grade breaks and flow lines of adjacent streets, curbs, or catch basins that terminate or commence offsite flow within the Site, along with all existing F.F. and of adjacent parking structure.

6. Flow line invert elevations and sizes of existing sanitary sewer and storm drain manholes adjacent to site, unless bolted down.

7. Existing driveways and intersections adjacent to Site.

8. Location of existing adjacent signing and striping, and traffic control signals within the Site.

9. Nearest public fire hydrants within the Site. If none are within the Site limits, the nearest two shall be provided.

10. Street lights across the street and within the Site’s lateral limits.

11. Location of trees over 6 feet in height, regardless of caliper within the Site.

Armando D. DuPont, Professional Land Surveyor 7780
411 Jenks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 [email protected] www.CALVADA.com

Exhibit "A"
Extent of Survey (4.2 acres)

1. Areas within the full Public Street Right of Way on streets which front the Site. This item includes topography up to the back of sidewalk or curb and any utilities within 5’ of the back of sidewalk or curb.

Armando D. DuPont, Professional Land Surveyor 7780
411 Jenks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 [email protected] www.CALVADA.com

III FEE
Pricing includes all labor (both field and office), materials, equipment, research and deliverables to client.

Topographic Survey.......................................………………………………..…$26,680.00 Record of Survey If Necessary Per V- 6 & 7 Below-Additional…………...$6,600.00 (Excludes County Surveyors Fee, approximately $800.00)

Field survey crews will locate the necessary existing boundary monuments for the resolution of the project boundary.

If sufficient monumentation is not recovered during the field survey and monuments are required to be set, a Record of Survey may be required. For purposes of this proposal, the Record of Survey is not included and will be negotiated as a separate item at a later date if it becomes necessary.

IV SCHEDULE
We are available immediately to expedite this project and require 24-hour notice. The delivery of the topographic survey will be 18 business days from notice to proceed; subject to weather or other factors beyond our control. Should you require quicker services, CAL VADA will accommodate any reasonable schedule.

V ADDITIONAL SERVICES AND ASSUMPTIONS
Should changes to the Scope of Services or any additional services be required after commencement of the project work, an Agreement for changes in pricing, if any, will be reached for the extra work involved, the assumptions are as follows:
1) Current title reports will be supplied by the Client. 2) Deliverables will consist of a portable document format (PDF)/hard copy survey and CAD file. 3) Subject site will be accessible and clear of obstructions at requested time of survey (if access coordination is needed prior to survey, Client will provide needed information) and surveying will occur during normal business hours.
4) Lot Tie Agreement and Lot Line Adjustment efforts are excluded at this time as the specific requirements and lot configurations are unknown at this time. 5) This is a NOT Prevailing Wage Project.
6) Sufficient survey monumentation will be available at the controlling major intersections and key locations of the underlying record maps. In the event the monumentation is incomplete or deficient, then additional expanded scope may be required. If this should occur, we will discuss our findings in detail with the Client, and a fee adjustment to this agreement will be required. 7) Please note that a Record of Survey has not been included in the Scope of Services. We shall be required to file a Record of Survey if, in performing the boundary survey, material discrepancies are found between the field conditions and the "record" conditions or if any of the boundary lines being established are not shown on any previously recorded Subdivision Map, Official Map, or Record of Survey. A copy of those sections of the Professional Land Surveyor's Act describing

INCLUDED IN

THIS SCOPE
Armando D. DuPont, Professional Land Surveyor 7780
411 Jenks Circle, Suite 205, Corona, CA 92880 Phone (951) 280-9960 Fax (951) 280-9746 [email protected] www.CALVADA.com

the requirement for a Record of Survey will be provided at Client's request. The preparation and filing of a Record of Survey shall be billed and paid for as "Additional Services." 2FHDQJDWH6XLWH/RQJ%HDFK&$




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ATTACHMENT E -
LGC Geotechnical
Inc, Proposal
131 Calle Iglesia, Suite 200, San Clemente, CA 92672 (949) 369-6141 www.lgcgeotechnical.com August 15, 2022 Project No. 20015-01
Mr. Ed DeBroeck
KPFF
1601 Fifth Avenue, Suite 1300
Seattle, WA 98101
Subject: Budget Request for Geotechnical Services Related to Remediation of a Landslide and Replacement of the Raised Portion of San Clemente Beach Trail (Mariposa) San Clemente, California
Introduction
In accordance with your request, LGC Geotechnical is pleased to provide you with a budget request to provide geotechnical services during the design, planning and permitting stages for the remediation of the recent landslide (2020) and the replacement and re-positioning of the raised portion of the San Clemente Beach Trail. It is our understanding that you will be coordinating the design and preparation of all plans for the combined project. The landslide remediation plans will be based on our provisional geotechnical report for the site of July 30, 2022. Once all the plans and reports have been prepared and approved by the City of San Clemente, they will be submitted to the California Coastal Commission Staff for review and with the ultimate goal of approval from the Commission. Based on our conversations with Mr. Joe Street, the geotechnical representative on the CCC staff, and his visit to the site an in-depth geotechnical report will not be required. However, it has been our experience that once an official submission is made to CCC there is typically multiple requests for additional information. Frequently multiple remedial alternatives are requested, and additional investigation and analysis is required. We have prepared this cost estimate in good faith assuming that our existing report can be updated without significant changes for the initial submittal. After that we have included a budget assuming there will be some questions from Coastal Staff for budgetary purposes, but that the questions do not require subsurface investigation. We feel that our cost estimate prior to submittal is realistic. The cost estimate for services after submittal should be considered a placeholder only.

Ultimately all our services will be performed on a time and material basis and the actual budget will to a large extent depend upon the requests of the CCC staff which is impossible to predict.

Key Staff
Tim Lawson will be the principal in charge of our work. Tim worked on the original beach trail design, construction, and monitoring. Tim has more than 30 years of geotechnical experience specifically in San Clemente and has worked on a multitude of landslide projects here. Tim has also testified in front of the CCC in regard to geotechnical issues. Tim’s resume is attached to this cost estimate. Tim will be supported by a staff of Engineers and Geologists in our San Clemente office.

Project No. 20015Ǧ01 Page 2 August 15, 2021
General Scope of Geotechnical Services PRIOR to Submission to California Coastal Commission Staff
x General coordination with KPFF in preparation of grading plans, geotechnical recommendations, and bridge remediation;
x Site meeting with CCC geotechnical staff;
x Prepare an updated geotechnical report outlining current conditions and recommendations for remediation to be provided to CCC based on input from staff; x Geotechnical review of proposed grading plans;
x Preparation of Seismic recommendations for bridge remediation; x Meetings and Co-ordination with City of San Clements and KPFF; and x Attend conference calls.

Estimated cost $25,000
General Scope of Geotechnical Services AFTER Submission to California Coastal Commission Staff x Prepare conceptual geotechnical alternatives to the bridge re-positioning and proposed landslide remediation;
x Discuss and analyze existing slope stability;
x Evaluate sea level raise on proposed plans; and
x Respond to undetermined issues raised by CCC staff.

Estimated Cost $25,000
Cost Estimate
At this time, we estimate a budget of Fifty Thousand Dollars ($50,000.00) should cover these services.

Our services will be billed on a time and materials basis in accordance with our attached 2022 professional fee schedule.

Project No. 20015Ǧ01 Page 3 August 15, 2021
Closure
Our work will be performed in accordance with the professional standards of geotechnical consulting for this type of project in Southern California. No warrantee or guarantee is provided. We appreciate this opportunity to be of service. Should you have any questions or concerns regarding this estimate please do not hesitate to contact our office.

Sincerely,
LGC Geotechnical, Inc.

Tim Lawson, GE, CEG
Geotechnical Engineer/Geologist
TJL/amm
Attachment: 2022 Professional Fee Schedule
Terms and Conditions
Tim Lawson Resume
Distribution: (1) Addressee (electronic copy)
131 Calle Iglesia, Suite 200, San Clemente, CA 92672 (949) 369-6141 www.lgcgeotechnical.com 2022 PROFESSIONAL FEE SCHEDULE

GEOTECHNICAL SERVICES
Professional Billing Rate (per hour)
Word Processing .......................................................................................................................................................................... $ 70.00 CAD Operator .................................................................................................................................................................................... 95.00 Junior Field Technician ................................................................................................................................................................. 95.00 Senior Field Technician .............................................................................................................................................................. 110.00 Field Technician/Prevailing Wage ........................................................................................................................................ 150.00 Staff Engineer/Geologist ........................................................................................................................................................... 135.00 Senior Staff Engineer/Geologist ............................................................................................................................................ 145.00 Field Supervisor/Operations Manager ................................................................................................................................ 110.00 Project Engineer/Geologist ...................................................................................................................................................... 170.00 Senior Project Engineer/Geologist ........................................................................................................................................ 185.00 Associate Engineer/Geologist ................................................................................................................................................. 195.00 Principal Engineer/Geologist .................................................................................................................................................. 250.00 Engineering Equipment
Field Vehicle Usage ................................................................................................................................................. $ 10.00/per hour Vehicle Mileage ......................................................................................................................................... included in vehicle usage Nuclear Soil Gauge and Inclinometer .................................................................................................. included in hourly rate Other Monitoring Equipment ..................................................................................................................................... Upon Request Laboratory Tests
Moisture Content .................................................................................................................................................................................. $ 24.00 Moisture and Density (ring samples) ................................................................................................................................................. 35.00 Maximum Dry Density (optimum moisture content) .............................................................................................................. 294.00 Maximum Density Checkpoint ........................................................................................................................................................... 100.00 Sieve Analysis ............................................................................................................................................................................................ 165.00 Hydrometer Analysis.............................................................................................................................................................................. 135.00 Sieve and Hydrometer Analysis ......................................................................................................................................................... 220.00 Percent Passing No. 200 Sieve ............................................................................................................................................................... 85.00 Liquid Limit and Plastic Limit ............................................................................................................................................................ 180.00 Liquid Limit – Non-Plastic (1pt) ........................................................................................................................................................ 100.00 Sand Equivalent ........................................................................................................................................................................................ 125.00 Expansion Index ....................................................................................................................................................................................... 155.00 Direct Shear (shear rate of 0.05 in./min.) ..................................................................................................................................... 345.00 Direct Shear (shear rate of lower than 0.05 in./min.) .............................................................................................................. 415.00 Single Point Shear .................................................................................................................................................................................... 135.00 Unconsolidated Undrained Triaxial Shear .................................................................................................................................... 205.00 Consolidation (w/o time rate) ........................................................................................................................................................... 235.00 w/time rate, add (per increment) ............................................................................................................................................. 55.00 w/extra load, add (per load) ........................................................................................................................................................ 50.00 Collapse Test (ASTM D4546-B) ......................................................................................................................................................... 125.00 R-Value (untreated) ................................................................................................................................................................................ 375.00 R-Value (treated) ..................................................................................................................................................................................... 410.00 Sulfate Content ............................................................................................................................................................................................. 95.00 Chloride Content ......................................................................................................................................................................................... 85.00 Corrosive Suite (minimum resistivity, pH, sulfate and chloride) ........................................................................................ 320.00 Organic Matter Content ........................................................................................................................................................................... 85.00 Caltrans 216 Compaction ..................................................................................................................................................................... 300.00 131 Calle Iglesia, Suite 200, San Clemente, CA 92672 (949) 369-6141 www.lgcgeotechnical.com Stipulations
i All professional rates are accrued from portal to portal. i Expert witness testimony, depositions, or mediation conferences, will be billed at 2.0 times the professional billing rate.
i All geologists, engineers, and technicians will be billed at time-and-a-half for overtime. Overtime is defined as more than 8 hours in one day and any time worked on weekends, state holidays or night shifts. Double time will be billed when more than 12 hours are worked in one day or more than 8 hours on weekends, state holidays or night shifts.
i Invoices are rendered monthly, payable upon receipt.
i Proposals are valid for 30 days, unless otherwise stated. i Heavy equipment, subcontractor fees and expenses, supplemental insurance, travel, shipping, outside reproduction, and other reimbursable expenses will be invoiced at cost, plus 20 percent. i Prior to initiating our field work, client agrees to provide all information in client’s possession about actual or possible presence of underground utilities and/or hazardous materials on the site.

Client agrees to reimburse LGC Geotechnical for all costs related to unanticipated discovery of utilities and/or hazardous materials.
i Prior to initiating our field work, client agrees to provide all information in client’s possession with regard to restricted entry and/or exploration areas, such as areas of environmental contamination, hazardous soils, sensitive habitat areas, etc. Client agrees to reimburse LGC Geotechnical for all costs related to environmental contamination, hazardous soils, sensitive habitat areas, etc. i Client is responsible for providing safe and legal access to the site at all times. i LGC Geotechnical will not be liable for any loss, damage or liability to persons or property arising out of performance of our service that is not covered and paid for by our insurance. For any other loss, damage or liability which is not covered by insurance, our liability will be limited to the lessor of either $10,000 or the total amount paid by client to LGC Geotechnical on the project in question. i These rates are based on standard insurance coverage. If higher insurance limits are required client should discuss these limits, and the associated cost, with LGC Geotechnical prior to the initiation of our services.
i LGC Geotechnical’s services will be performed in accordance with generally accepted standards of care and diligence normally practiced by geotechnical consulting firms performing services of a similar nature in Southern California. No other warranty, either expressed or implied, is included or intended in LGC Geotechnical’s proposals, contracts, reports, etc. i Quoted laboratory test rates assume samples are free of hazardous materials. Handling and testing of samples containing hazardous materials may include additional costs. 2FHDQJDWH6XLWH/RQJ%HDFK&$




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ATTACHMENT F -

DUDEK PROPOSAL
1 P#220740
9/16/2022
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Dudek coastal planners include former California Coastal Commission (CCC) staff analysts that reside in the City of San Clemente and are intimately familiar with the San Clemente Railroad Corridor Pedestrian Beach Trail. Because of their CCC experience, they have in-depth understanding of all aspects of California coastal laws, regulations, procedures, and policy interpretation, including the most recent CCC Sea Level Rise Policy Guidance. These coastal planners have the ability to anticipate key coastal resource issues and leverage their positive working relationships with local CCC staff to facilitate coordination and issue resolution, thereby streamlining the CCC review process for the proposed project. ^ĐŽƉĞ
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Coordination with CCC staff is an important component to gain support for the project and identify opportunities to streamline coastal development permit (CDP) processing requirements. Our positive working relationship with CCC staff will serve to advance communication, information exchange, and review of required CCC approvals.

The City of San Clemente’s Land Use Plan (LUP) was certified in 2018, but the Implementation Plan has not yet been approved by CCC. Therefore, CCC retains permitting authority in the City and the standard of review for projects is Chapter 3 of the California Coastal Act (CCA), with the certified LUP used as guidance. The original CDP for the San Clemente Railroad Corridor Pedestrian Beach Trail (Trail) was approved by CCC in 2004 (CDP No. 5-03-322). Since that time there have been several amendments to the CDP (CDP No. 5-03-322-A1, -A2, -A3, -A4).

Utilized by both residents and visitors, the Trail is a popular public recreational amenity and serves as an important component of the California Coastal Trail. The subject portion of the Trail, the bridge or elevated walkway in the northern stretch near Mariposa Point, provides a critical connection between the North Beach area and the central and southern areas, including the Pier. Without the bridge, lateral public access is limited, if not impossible, at times of higher tides and detouring through the blufftop neighborhoods is a deterrent because it requires traveling further inland and up a series of steep steps as well as navigating neighborhoods with complex street patterns.

While providing an important public access facility, the bridge travels through a highly constrained portion of the coastline. The bridge is located within the Orange County Transportation Authority (OCTA) right-ofway with steep bluffs immediately to the east and railroad tracks, a rock revetment and the ocean to the west. In addition, the bridge spans sensitive wetland areas at Mariposa Point. This landscape makes construction access to the site a challenge and will be an important consideration for this project.

Depending on the location and the extent of the proposed repair and/or replacement of the bridge, the project will likely require an amendment to CDP No. 5-03-322 from CCC. Based on our understanding of the project, we envision two potential permitting options:

1. CDP Amendment: If the proposed work requires non-exempt changes to the project as it was originally approved by CCC, or if the proposed work requires changes to the special conditions approved by CCC, then it would require a CDP amendment to CDP No.5-03-322. Per Section 13166 of the CCA Implementing Regulations, there are two types of CDP amendments:
2 P#220740
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a. Material CDP Amendment: For development that has the potential for adverse impacts, either individually or cumulatively, on coastal resources or public access to and along the shoreline, as determined by the CCC Executive Director. Material amendments are presented to the Commission as part of the Consent or Regular Calendar at monthly hearings.
b. Immaterial CDP Amendment: For development that has no potential for adverse impacts, either individually or cumulatively, on coastal resources or public access to and along the shoreline, as determined by the CCC Executive Director. Immaterial amendments must be reported to the Commission as part of the South Coast District Deputy Director’s Report at monthly hearings. If three or more Commissioners object to the determination of immateriality, the project will be reviewed as a material amendment.

Based on this understanding of the key coastal issues and processing regulations, Dudek coastal planners will coordinate with CCC staff to streamline the project review process. Dudek coastal planners will prepare for and attend two (2) meetings with the City and CCC staff to discuss the proposed project, alternatives analysis, project’s consistency with applicable CCA/LUP policies and the conditions of the original CDP to identify potential issues (Task 2), impact determinations, and any mitigation. This coordination prior to preparation and submittal of the formal CDP application package will streamline the CCC CDP process (Task 3).
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• Preparation of meeting agenda, presentation, and written materials for two (2) meetings with CCC staff and attendance at meetings (either in-person or virtually due to COVID-19). • Meeting minutes from CCC meetings.
dĂƐŬϭ&ĞĞ͗ $9,000
dĂƐŬϮ͗ůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ^ƵƉƉŽƌƚΘĂůŝĨŽƌŶŝĂŽĂƐƚĂůĐƚŽŶƐŝƐƚĞŶĐLJ Dudek will work closely with the technical consultants preparing the Alternatives Analysis and provide advice and recommendations regarding CCA/LUP consistency throughout the project. Dudek coastal planners will prepare a CCA/LUP consistency analysis for the proposed project alternatives. Dudek will also review each of the alternatives for consistency with the conditions of the original CDP that governs the Trail. This consistency analysis will inform CCC coordination (Task 2) and help City staff and the Project Team determine the preferred project alternative. This consistency analysis will also be provided to CCC as part of the CDP application and will help to streamline CCC staff’s review process.

In addition, Dudek coastal planners will leverage their extensive working knowledge of CDP processing procedures to prepare an assessment of the required permitting pathways for each of the alternatives (e.g.

CDP Amendment (Immaterial or Material)). As appropriate, based on CCC staff feedback obtained in Task 1, Dudek coastal planners will assist the City and project team to make project modifications to demonstrate the project’s consistency with coastal resource protection policies.

Together, the consistency analysis and the permitting pathways evaluation will help the City to determine which project alternative meets the goals of the project, is consistent with CCA requirements, and utilizes the most efficient process.

(COMPLETED)
(REQUIRED)
3 P#220740
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• Guidance and advisement for technical consultants through preparation of the Alternatives Analysis, including discussions with the professional engineers developing the project alternatives
• Detailed CCA/LUP policy and CDP conditions consistency analysis of proposed project alternatives • Evaluation of potential CCC processing pathway for proposed project alternatives • Attendance and support for technical consultants with presentation of the Alternatives Analysis at one (1) City Council meeting
dĂƐŬϮ&ĞĞ͗ $21,000
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Dudek will assemble the CDP amendment application package, including completing the CCC CDP amendment application form, compiling all required attachments, and preparing a submittal letter that summarizes environmental information and technical studies to demonstrate compliance with applicable policies and includes the LUP/CCA consistency analysis.

Following CCC staff’s first 30-day review of the application submittal, Dudek coastal planners will review any requests for additional project information and provide recommendations to deem the application complete and prepare for decision-maker hearing. Because the project is located in a constrained site with sensitive coastal resources and important public access facilities, this scope assumes two 30-day CCC incomplete letter/review cycles to thoroughly address potential impacts to coastal resources.

After the CDP application is formally filed, Dudek will coordinate with CCC staff during development of the staff recommendation. Prior to the public CCC hearing on the CDP application, Dudek will review the final CCC staff report/recommendation and discuss the findings with the City. As needed, Dudek will support the City in preparing a presentation to address the staff recommendation and any specific special conditions. In addition, Dudek will attend the CCC hearing and be available to answer questions that come up during the hearing.

Assuming that CCC approves the CDP and the City is supportive of the approved conditions and wants to seek release of the permit, Dudek will help the City compile all of the materials needed to satisfy the special conditions of the permit. Dudek will coordinate with CCC staff, as necessary, to oversee issuance of the permit.

Given the level of uncertainty that exists in matters involving the CCC, including unanticipated data needs and technical study following review of application materials and the level of support required at the public hearing, additional work authorization may be required and would be subject to separate scope and fees.
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• Preparation of a CDP amendment application package;
• Preparation of two (2) responses to CCC incomplete letters; (COMPLETED)
4 P#220740
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• Review of CCC staff report, including conditions of approval and findings; • Preparation for and attendance of CCC hearing to support City’s presentation, if necessary; and • Compilation of condition compliance materials.
dĂƐŬϯĂ&ĞĞ͗ $33,750
dŽƚĂůŽĂƐƚĂů&ĞĞ͗ $63,750
(REQUIRED)
Total Coastal Fee for Task 1 & Task 3: $42,750