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HomeMy WebLinkAboutAppendix H1 - Preliminary Water Quality Management Plan$OODUG(QJLQHHULQJ WƌĞůŝŵŝŶĂƌLJ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ &Žƌ͗ $31 &ŽŽƚŚŝůůůǀĚĂŶĚDĂƉůĞǀĞŶƵĞƉĂƌƚŵĞŶƚ tYDWEŽ͘tYDWWϮϰͲϬϬϬϯϭ WƌĞƉĂƌĞĚĨŽƌ͗ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐŽŵŵƵŶŝƚŝĞƐ ϭϬϲϮϭŝǀŝĐĞŶƚĞƌƌŝǀĞ ZĂŶĐŚŽƵĐĂŵŽŶŐĂ͕ϵϭϳϯϬ WŚŽŶĞ͗;ϵϬϵͿϰϴϭͲϭϭϱϬ WƌĞƉĂƌĞĚďLJ͗ ůůĂƌĚŶŐŝŶĞĞƌŝŶŐ ϭϲϴϲϲ^ĞǀŝůůĞǀĞŶƵĞ &ŽŶƚĂŶĂ͕ϵϮϯϯϱ WŚŽŶĞ;ϵϬϵͿϯϱϲͲϭϴϭϱ ƌĂůůĂƌĚΛĂůůĂƌĚĞŶŐ͘ĐŽŵ /ŶŝƚŝĂů^ƵďŵŝƚƚĂůĂƚĞ͗ϰͲϯͲϮϬϮϰ ZĞǀŝƐŝŽŶĂƚĞ͗ϲͲϮϱͲϮϬϮϰ WƌĞůŝŵŝŶĂƌLJĨŽƌŶƚŝƚůĞŵĞŶƚƐŽŵƉůĞƚĞĂƚĞ͗ ŽŶƐƚƌƵĐƚŝŽŶtYDWŽŵƉůĞƚĞĂƚĞ͗ &ŝŶĂůtYDWƉƉƌŽǀĞĚĂƚĞ͗ $OODUG(QJLQHHULQJ WƌŽũĞĐƚKǁŶĞƌ͛ƐĞƌƚŝĨŝĐĂƚŝŽŶ dŚŝƐtĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿŚĂƐďĞĞŶƉƌĞƉĂƌĞĚĨŽƌŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐŽŵŵƵŶŝƚŝĞƐďLJ ůůĂƌĚŶŐŝŶĞĞƌŝŶŐ͘dŚĞtYDWŝƐŝŶƚĞŶĚĞĚƚŽĐŽŵƉůLJǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞŝƚLJŽĨ&ŽŶƚĂŶĂĂŶĚ ƚŚĞ EW^ ƌĞĂ ǁŝĚĞ ^ƚŽƌŵǁĂƚĞƌ WƌŽŐƌĂŵ ƌĞƋƵŝƌŝŶŐ ƚŚĞ ƉƌĞƉĂƌĂƚŝŽŶ ŽĨ Ă tYDW͘ dŚĞ ƵŶĚĞƌƐŝŐŶĞĚ͕ ǁŚŝůĞŝƚŽǁŶƐƚŚĞƐƵďũĞĐƚƉƌŽƉĞƌƚLJ͕ŝƐƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚŝƐƉůĂŶ ĂŶĚǁŝůů ĞŶƐƵƌĞƚŚĂƚƚŚŝƐƉůĂŶŝƐ ĂŵĞŶĚĞĚĂƐĂƉƉƌŽƉƌŝĂƚĞƚŽƌĞĨůĞĐƚƵƉͲƚŽͲĚĂƚĞ ĐŽŶĚŝƚŝŽŶƐŽŶ ƚŚĞ ƐŝƚĞ ĐŽŶƐŝƐƚĞŶƚǁŝƚŚ^ĂŶĞƌŶĂƌĚŝŶŽŽƵŶƚLJ͛ƐDƵŶŝĐŝƉĂů^ƚŽƌŵtĂƚĞƌDĂŶĂŐĞŵĞŶƚWƌŽŐƌĂŵĂŶĚƚŚĞŝŶƚĞŶƚ ŽĨƚŚĞEW^WĞƌŵŝƚĨŽƌ^ĂŶĞƌŶĂƌĚŝŶŽŽƵŶƚLJĂŶĚƚŚĞŝŶĐŽƌƉŽƌĂƚĞĚĐŝƚŝĞƐŽĨ^ĂŶĞƌŶĂƌĚŝŶŽŽƵŶƚLJ ǁŝƚŚŝŶƚŚĞ^ĂŶƚĂŶĂZĞŐŝŽŶ͘KŶĐĞƚŚĞƵŶĚĞƌƐŝŐŶĞĚƚƌĂŶƐĨĞƌƐŝƚƐŝŶƚĞƌĞƐƚŝŶƚŚĞƉƌŽƉĞƌƚLJ͕ŝƚƐƐƵĐĐĞƐƐŽƌƐ ŝŶŝŶƚĞƌĞƐƚĂŶĚƚŚĞĐŝƚLJͬĐŽƵŶƚLJƐŚĂůůďĞŶŽƚŝĨŝĞĚŽĨƚŚĞƚƌĂŶƐĨĞƌ͘dŚĞŶĞǁŽǁŶĞƌǁŝůůďĞŝŶĨŽƌŵĞĚŽĨŝƚƐ ƌĞƐƉŽŶƐŝďŝůŝƚLJƵŶĚĞƌƚŚŝƐtYDW͘ĐŽƉLJŽĨƚŚĞĂƉƉƌŽǀĞĚtYDWƐŚĂůůďĞĂǀĂŝůĂďůĞŽŶƚŚĞƐƵďũĞĐƚƐŝƚĞŝŶ ƉĞƌƉĞƚƵŝƚLJ͘ ͞/ĐĞƌƚŝĨLJƵŶĚĞƌĂƉĞŶĂůƚLJŽĨůĂǁƚŚĂƚƚŚĞƉƌŽǀŝƐŝŽŶƐ;ŝŵƉůĞŵĞŶƚĂƚŝŽŶ͕ŽƉĞƌĂƚŝŽŶ͕ŵĂŝŶƚĞŶĂŶĐĞ͕ĂŶĚ ĨƵŶĚŝŶŐͿŽĨƚŚĞtYDWŚĂǀĞďĞĞŶĂĐĐĞƉƚĞĚĂŶĚƚŚĂƚƚŚĞƉůĂŶǁŝůůďĞƚƌĂŶƐĨĞƌƌĞĚƚŽĨƵƚƵƌĞƐƵĐĐĞƐƐŽƌƐ͘͟ WƌŽũĞĐƚĂƚĂ WĞƌŵŝƚͬƉƉůŝĐĂƚŝŽŶ EƵŵďĞƌ;ƐͿ͗tYDWWϮϰͲϬϬϬϯϭ 'ƌĂĚŝŶŐWĞƌŵŝƚEƵŵďĞƌ;ƐͿ͗ dƌĂĐƚͬWĂƌĐĞůDĂƉ EƵŵďĞƌ;ƐͿ͗ϮϬϳϬϰ ƵŝůĚŝŶŐWĞƌŵŝƚEƵŵďĞƌ;ƐͿ͗ hW͕^hW͕ĂŶĚͬŽƌWE;^ƉĞĐŝĨLJ>ŽƚEƵŵďĞƌƐŝĨWŽƌƚŝŽŶƐŽĨdƌĂĐƚͿ͗ WE͗ϬϮϰϯͲϭϰϮͲϬϭ KǁŶĞƌ͛Ɛ^ŝŐŶĂƚƵƌĞ KǁŶĞƌEĂŵĞ͗1RODQ&/HJJLR dŝƚůĞ ŝƌĞĐƚŽƌ ŽŵƉĂŶLJ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐŽŵŵƵŶŝƚŝĞƐ ĚĚƌĞƐƐ ϭϬϲϮϭŝǀŝĐĞŶƚĞƌƌŝǀĞ ZĂŶĐŚŽƵĐĂŵŽŶŐĂ͕ϵϭϳϯϬ ŵĂŝů E>ĞŐŐŝŽΛŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ͘ĐŽŵ dĞůĞƉŚŽŶĞη ;ϵϬϵͿϰϴϭͲϭϭϱϬ ^ŝŐŶĂƚƵƌĞ ĂƚĞ I $OODUG(QJLQHHULQJ WƌĞƉĂƌĞƌ͛ƐĞƌƚŝĨŝĐĂƚŝŽŶ WƌŽũĞĐƚĂƚĂ WĞƌŵŝƚͬƉƉůŝĐĂƚŝŽŶ EƵŵďĞƌ;ƐͿ͗tYDWWϮϰͲϬϬϬϯϭ 'ƌĂĚŝŶŐWĞƌŵŝƚEƵŵďĞƌ;ƐͿ͗ dƌĂĐƚͬWĂƌĐĞůDĂƉ EƵŵďĞƌ;ƐͿ͗ϮϬϳϬϰ ƵŝůĚŝŶŐWĞƌŵŝƚEƵŵďĞƌ;ƐͿ͗ hW͕^hW͕ĂŶĚͬŽƌWE;^ƉĞĐŝĨLJ>ŽƚEƵŵďĞƌƐŝĨWŽƌƚŝŽŶƐŽĨdƌĂĐƚͿ͗ WE͗ϬϮϰϯͲϭϰϮͲϬϭ ͞dŚĞƐĞůĞĐƚŝŽŶ͕ƐŝnjŝŶŐĂŶĚĚĞƐŝŐŶŽĨƐƚŽƌŵǁĂƚĞƌƚƌĞĂƚŵĞŶƚĂŶĚŽƚŚĞƌƐƚŽƌŵǁĂƚĞƌƋƵĂůŝƚLJĂŶĚƋƵĂŶƚŝƚLJ ĐŽŶƚƌŽůŵĞĂƐƵƌĞƐŝŶƚŚŝƐƉůĂŶǁĞƌĞƉƌĞƉĂƌĞĚƵŶĚĞƌŵLJŽǀĞƌƐŝŐŚƚĂŶĚŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨZĞŐŝŽŶĂů tĂƚĞƌYƵĂůŝƚLJŽŶƚƌŽůŽĂƌĚKƌĚĞƌEŽ͘ZϴͲϮϬϭϬͲϬϬϯϲ͘͟ ŶŐŝŶĞĞƌ͗ZzDKE>>ZW^ƚĂŵƉĞůŽǁ dŝƚůĞ WZ^/Ed ŽŵƉĂŶLJ ůůĂƌĚŶŐŝŶĞĞƌŝŶŐ ĚĚƌĞƐƐ ϭϲϴϲϲ^ĞǀŝůůĞǀĞŶƵĞ ŵĂŝů ƌĂůůĂƌĚΛĂůůĂƌĚĞŶŐ͘ĐŽŵ dĞůĞƉŚŽŶĞη ;ϵϬϵͿϯϱϲͲϭϴϭϱ ^ŝŐŶĂƚƵƌĞ ĂƚĞ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ŽŶƚĞŶƚƐ ŝŝ dĂďůĞŽĨŽŶƚĞŶƚƐ ^ĞĐƚŝŽŶϭŝƐĐƌĞƚŝŽŶĂƌLJWĞƌŵŝƚƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϭͲϭ ^ĞĐƚŝŽŶϮWƌŽũĞĐƚĞƐĐƌŝƉƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϮͲϭ ͞Ǥ͝”‘Œ‡…– ˆ‘”ƒ–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͝ ͞Ǥ͞”‘’‡”–›™‡”•Š‹’Ȁƒƒ‰‡‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͞ ͞Ǥ͟‘–‡–‹ƒŽ–‘”™ƒ–‡”‘ŽŽ—–ƒ–•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͟ ͞Ǥ͠ƒ–‡”—ƒŽ‹–›”‡†‹–•ǤǤǤǤǤǤǤǤǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǥǤ ͞Ǧ͠ ^ĞĐƚŝŽŶϯ^ŝƚĞĂŶĚtĂƚĞƌƐŚĞĚĞƐĐƌŝƉƚŝŽŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϯͲϭ ^ĞĐƚŝŽŶϰĞƐƚDĂŶĂŐĞŵĞŶƚWƌĂĐƚŝĐĞƐ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϰͲϭ ͠Ǥ͝‘—”…‡‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝ ͠Ǥ͝Ǥ͝‘ŽŽ—–‹‘”‡˜‡–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝ ͠Ǥ͝Ǥ͞”‡˜‡–ƒ–‹˜‡ ‹–‡‡•‹‰”ƒ…–‹…‡•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͣ ͠Ǥ͞”‘Œ‡…–‡”ˆ‘”ƒ…‡”‹–‡”‹ƒǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͤ ͠Ǥ͟”‘Œ‡…–‘ˆ‘”ƒ…‡ƒŽ›•‹•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝͠ ͠Ǥ͟Ǥ͝‹–‡‡•‹‰ ›†”‘Ž‘‰‹…‘—”…‡‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͥ͝ ͠Ǥ͟Ǥ͞ ˆ‹Ž–”ƒ–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͢͞ ͠Ǥ͟Ǥ͟ ƒ”˜‡•–ƒ†•‡ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͜ ͠Ǥ͟Ǥ͠‹‘–”‡ƒ–‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǥ͟͝ ͠Ǥ͟Ǥ͡‘ˆ‘”ƒ…‡—ƒ”›ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͡ ͠Ǥ͟Ǥ͢ ›†”‘‘†‹ˆ‹…ƒ–‹‘‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͤ͟ ͠Ǥ͠Ž–‡”ƒ–‹˜‡‘’Ž‹ƒ…‡Žƒȋ‹ˆƒ’’Ž‹…ƒ„Ž‡ȌǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͥ͟ ^ĞĐƚŝŽŶϱ/ŶƐƉĞĐƚŝŽŶΘDĂŝŶƚĞŶĂŶĐĞZĞƐƉŽŶƐŝďŝůŝƚLJWŽƐƚŽŶƐƚƌƵĐƚŝŽŶDWƐ͘͘͘͘͘͘͘͘͘͘͘ ϱͲϭ ^ĞĐƚŝŽŶϲ^ŝƚĞWůĂŶĂŶĚƌĂŝŶĂŐĞWůĂŶ͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘͘ ϲͲϭ ͢Ǥ͝Ǥ‹–‡Žƒƒ†”ƒ‹ƒ‰‡ŽƒǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͢Ǧ͝ ͢Ǥ͞Ž‡…–”‘‹…ƒ–ƒ—„‹––ƒŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͢Ǧ͝ &ŽƌŵƐ ‘”͝Ǧ͝”‘Œ‡…– ˆ‘”ƒ–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ͝Ǧ͝ ‘”͞Ǥ͝Ǧ͝‡•…”‹’–‹‘‘ˆ”‘’‘•‡†”‘Œ‡…–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͝ ‘”͞Ǥ͞Ǧ͝”‘’‡”–›™‡”•Š‹’Ȁƒƒ‰‡‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͞ ‘”͞Ǥ͟Ǧ͝‘ŽŽ—–ƒ–•‘ˆ‘…‡”ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͟ ‘”͞Ǥ͠Ǧ͝ƒ–‡”—ƒŽ‹–›”‡†‹–•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͞Ǧ͠ ‘”͟Ǧ͝‹–‡‘…ƒ–‹‘ƒ† ›†”‘Ž‘‰‹… ‡ƒ–—”‡•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͟Ǧ͝ ‘”͟Ǧ͞ ›†”‘Ž‘‰‹…Šƒ”ƒ…–‡”‹•–‹…•ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͟Ǧ͞ ‘”͟Ǧ͟ƒ–‡”•Š‡†‡•…”‹’–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͟Ǧ͡ ‘”͠Ǥ͝Ǧ͝‘Ǧ–”—…–—”ƒŽ‘—”…‡‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͞ ‘”͠Ǥ͝Ǧ͞–”—…–—”ƒŽ‘—”…‡‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͡ ‘”͠Ǥ͝Ǧ͟‹–‡‡•‹‰”ƒ…–‹…‡•Š‡…Ž‹•–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͣ ‘”͠Ǥ͞Ǧ͝ ‡”ˆ‘”ƒ…‡”‹–‡”‹ƒˆ‘”‡•‹‰ƒ’–—”‡‘Ž—‡ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͤ ‘”͠Ǥ͞Ǧ͞—ƒ”›‘ˆ ••‡••‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝͝ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ŽŶƚĞŶƚƐ ŝŝŝ ‘”͠Ǥ͞Ǧ͟ ••‡••‡–ˆ‘”—‘ˆˆ‘Ž—‡ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝͞ ‘”͠Ǥ͞Ǧ͠ ••‡••‡–ˆ‘”‹‡‘ˆ‘…‡–”ƒ–‹‘ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͝ ‘”͠Ǥ͞Ǧ͡ ••‡••‡–ˆ‘”‡ƒ—‘ˆˆǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͝͠ ‘”͠Ǥ͟Ǧ͝ ˆ‹Ž–”ƒ–‹‘ ‡ƒ•‹„‹Ž‹–›ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͢͝ ‘”͠Ǥ͟Ǧ͞‹–‡‡•‹‰ ›†”‘Ž‘‰‹…‘—”…‡‘–”‘ŽǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͜͞ ‘”͠Ǥ͟Ǧ͟ ˆ‹Ž–”ƒ–‹‘ ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧͣ͞ ‘”͠Ǥ͟Ǧ͠ ƒ”˜‡•–ƒ†•‡ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͜ ‘”͠Ǥ͟Ǧ͡‡Ž‡…–‹‘ƒ†˜ƒŽ—ƒ–‹‘‘ˆ‹‘–”‡ƒ–‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͝ ‘”͠Ǥ͟Ǧ͢‘Ž—‡ƒ•‡†‹‘–”‡ƒ–‡–Ȃ‹‘”‡–‡–‹‘ƒ†Žƒ–‡”‘š‡•™Ȁ†‡”†”ƒ‹• ͠Ǧ͟͞ ‘”͠Ǥ͟Ǧͣ‘Ž—‡ƒ•‡†‹‘–”‡ƒ–‡–Ǧ‘•–”—…–‡†‡–Žƒ†•ƒ†š–‡†‡†‡–‡–‹‘ ͠Ǧ͟͟ ‘”͠Ǥ͟Ǧͤ Ž‘™ƒ•‡†‹‘–”‡ƒ–‡–ǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͠ ‘”͠Ǥ͟Ǧͥ‘ˆ‘”ƒ…‡—ƒ”›ƒ†Ž–‡”ƒ–‹˜‡‘’Ž‹ƒ…‡‘Ž—‡•–‹ƒ–‡ǤǤǤǤǤǤǤǤǤǤ ͠Ǧ͟͡ ‘”͠Ǥ͟Ǧ͜͝ 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dŚĞĞŶƚŝƌĞƉƌŽũĞĐƚƐŝƚĞĐŽŶƐŝƐƚƐŽĨĂƐŝŶŐůĞĚƌĂŝŶĂŐĞĂƌĞĂ;ͲϭͿǁŝƚŚƚǁŽ;ϮͿĚƌĂŝŶĂŐĞ ŵĂŶĂŐĞŵĞŶƚĂƌĞĂƐ;DͲϭ͕DͲϮͿ͘ Ͳϭ;DͲϭ͕DͲϮͿ͗WƌŽƉŽƐĞĚKŶƐŝƚĞĚƌĂŝŶĂŐĞƐLJƐƚĞŵĐŽŶƐŝƐƚƐŽĨƐǁĂůĞƐ͕ƌŝďďŽŶŐƵƚƚĞƌ͕ ƐƚŽƌŵĚƌĂŝŶƐ͕ŐƌĂƚĞŝŶůĞƚƐǁŝƚŚĨŝůƚĞƌŝŶƐĞƌƚƐƉƌĞĂĚŝŶŐĂůůŽǀĞƌƚŚĞĚƌĂŝŶĂŐĞŵĂŶĂŐĞŵĞŶƚĂƌĞĂƐ ;DͲϭ͕DͲϮͿ͘KŶƐŝƚĞƌƵŶŽĨĨǁŝůůĚƌĂŝŶƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƐŝƚĞĚƌĂŝŶĂŐĞƐLJƐƚĞŵŝŶDͲϭ ΘDͲϮĂŶĚƚŚĞƌƵŶŽĨĨǁŝůůĐŽŶǀĞLJƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌ ƐLJƐƚĞŵ;DWͲϭͿĨŽƌůŽǁĨůŽǁŝŶĨŝůƚƌĂƚŝŽŶ;tYƌƵŶŽĨĨǀŽůƵŵĞͿĂƐǁĞůůĂƐĚĞƚĞŶƚŝŽŶŝŶŽƌĚĞƌƚŽ ŵŝƚŝŐĂƚĞŚŝŐŚƌƵŶŽĨĨĨůŽǁƌĂƚĞƐƚŽŝƚƐĞdžŝƐƚŝŶŐĨůŽǁƌĂƚĞƐĨŽƌƐƚŽƌŵĞǀĞŶƚƵƉƚŽϭϬϬͲLJĞĂƌ ƐƚŽƌŵ͘ WƌĞͲƚƌĞĂƚŵĞŶƚŽĨƐƚŽƌŵǁĂƚĞƌǁŝůůďĞĂĐŚŝĞǀĞĚďLJƚŚĞƉƌŽƉŽƐĞĚƚƌĂƐŚƌĂĐŬͬĨŝůƚĞƌŝŶƐĞƌƚŝŶƚŚĞ ƉƌŽƉŽƐĞĚŐƌĂƚĞĚŝŶůĞƚƐŽŶƐŝƚĞƉƌŝŽƌƚŽĚƌĂŝŶƚŽƚŚĞƵŶĚĞƌŐƌŽƵŶĚ/ŶĨͬĞƚŚĂŵďĞƌ^LJƐƚĞŵ͘ dŚĞƐŝƚĞŝŶĞdžŝƐƚŝŶŐĐŽŶĚŝƚŝŽŶŝƐϭϬϬйƉĞƌǀŝŽƵƐĂŶĚƚŚĞƐŝƚĞŝŶƉƌŽƉŽƐĞĚĐŽŶĚŝƚŝŽŶŝƐ ĂƉƉƌŽdžŝŵĂƚĞůLJϭϬйƉĞƌǀŝŽƵƐ͘&ŽƌƉĞƌǀŝŽƵƐͬŝŵƉĞƌǀŝŽƵƐĂƌĞĂŝŶƉƌŽƉŽƐĞĚĐŽŶĚŝƚŝŽŶ͕ƉůĞĂƐĞ ƌĞĨĞƌƚϬƚŚĞtYDWdžŚŝďŝƚ͘ DͲϭ͕DͲϮ͗ƌĂŝŶƚŽDWͲϭ tŚĞŶƚŚĞŽŶƐŝƚĞŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌƐLJƐƚĞŵ;DWͲϭͿƌĞĂĐŚĞƐŝƚƐĐĂƉĂĐŝƚLJ 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ŝŵƉĞƌǀŝŽƵƐƐƵƌĨĂĐĞŽŶĂŶ ĂůƌĞĂĚLJĚĞǀĞůŽƉĞĚƐŝƚĞ EĞǁĚĞǀĞůŽƉŵĞŶƚŝŶǀŽůǀŝŶŐ ƚŚĞĐƌĞĂƚŝŽŶŽĨϭϬ͕ϬϬϬĨƚϮŽƌ ŵŽƌĞŽĨŝŵƉĞƌǀŝŽƵƐƐƵƌĨĂĐĞ ĐŽůůĞĐƚŝǀĞůLJŽǀĞƌĞŶƚŝƌĞƐŝƚĞ ƵƚŽŵŽƚŝǀĞƌĞƉĂŝƌ ƐŚŽƉƐǁŝƚŚƐƚĂŶĚĂƌĚ ŝŶĚƵƐƚƌŝĂůĐůĂƐƐŝĨŝĐĂƚŝŽŶ;^/Ϳ ĐŽĚĞƐϱϬϭϯ͕ϱϬϭϰ͕ϱϱϰϭ͕ ϳϱϯϮͲϳϱϯϰ͕ϳϱϯϲͲϳϱϯϵ ZĞƐƚĂƵƌĂŶƚƐ;ǁŝƚŚ^/ ĐŽĚĞϱϴϭϮͿǁŚĞƌĞƚŚĞůĂŶĚ ĂƌĞĂŽĨĚĞǀĞůŽƉŵĞŶƚŝƐ ϱ͕ϬϬϬĨƚϮ ŽƌŵŽƌĞ ,ŝůůƐŝĚĞĚĞǀĞůŽƉŵĞŶƚƐŽĨ ϱ͕ϬϬϬĨƚϮ ŽƌŵŽƌĞǁŚŝĐŚĂƌĞ ůŽĐĂƚĞĚŽŶĂƌĞĂƐǁŝƚŚŬŶŽǁŶ ĞƌŽƐŝǀĞƐŽŝůĐŽŶĚŝƚŝŽŶƐŽƌ ǁŚĞƌĞƚŚĞŶĂƚƵƌĂůƐůŽƉĞŝƐ ϮϱƉĞƌĐĞŶƚŽƌŵŽƌĞ ĞǀĞůŽƉŵĞŶƚƐŽĨϮ͕ϱϬϬĨƚϮ ŽĨŝŵƉĞƌǀŝŽƵƐƐƵƌĨĂĐĞŽƌŵŽƌĞ ĂĚũĂĐĞŶƚƚŽ;ǁŝƚŚŝŶϮϬϬĨƚͿŽƌ ĚŝƐĐŚĂƌŐŝŶŐĚŝƌĞĐƚůLJŝŶƚŽ ĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞĂƌĞĂƐ ŽƌǁĂƚĞƌďŽĚŝĞƐůŝƐƚĞĚŽŶƚŚĞ t^ĞĐƚŝŽŶϯϬϯ;ĚͿůŝƐƚŽĨ ŝŵƉĂŝƌĞĚǁĂƚĞƌƐ͘ WĂƌŬŝŶŐůŽƚƐŽĨϱ͕ϬϬϬĨƚϮ ŽƌŵŽƌĞĞdžƉŽƐĞĚƚŽƐƚŽƌŵ ǁĂƚĞƌ ZĞƚĂŝůŐĂƐŽůŝŶĞŽƵƚůĞƚƐ ƚŚĂƚĂƌĞĞŝƚŚĞƌϱ͕ϬϬϬĨƚϮ Žƌ ŵŽƌĞ͕ŽƌŚĂǀĞĂƉƌŽũĞĐƚĞĚ ĂǀĞƌĂŐĞĚĂŝůLJƚƌĂĨĨŝĐŽĨϭϬϬ ŽƌŵŽƌĞǀĞŚŝĐůĞƐƉĞƌĚĂLJ EŽŶͲWƌŝŽƌŝƚLJͬEŽŶͲĂƚĞŐŽƌLJWƌŽũĞĐƚ DĂLJƌĞƋƵŝƌĞƐŽƵƌĐĞĐŽŶƚƌŽů>/DWƐĂŶĚŽƚŚĞƌ>/WƌĞƋƵŝƌĞŵĞŶƚƐ͘WůĞĂƐĞĐŽŶƐƵůƚǁŝƚŚůŽĐĂů ũƵƌŝƐĚŝĐƚŝŽŶŽŶƐƉĞĐŝĨŝĐƌĞƋƵŝƌĞŵĞŶƚƐ͘ Ϯ WƌŽũĞĐƚƌĞĂ;ĨƚϮͿ͗ϯϱϳ͕ϮϭϮƐĨ ϯ EƵŵďĞƌŽĨǁĞůůŝŶŐhŶŝƚƐ͗ϮϳϬ ϰ^/ŽĚĞ͗ϴϳϯϬ ϱ /ƐWƌŽũĞĐƚŐŽŝŶŐƚŽďĞƉŚĂƐĞĚ͍zĞƐ EŽ /ĨLJĞƐ͕ĞŶƐƵƌĞƚŚĂƚƚŚĞtYDWĞǀĂůƵĂƚĞƐĞĂĐŚƉŚĂƐĞĂƐĂĚŝƐƚŝŶĐƚ͕ƌĞƋƵŝƌŝŶŐ>/ DWƐƚŽĂĚĚƌĞƐƐƌƵŶŽĨĨĂƚƚŝŵĞŽĨĐŽŵƉůĞƚŝŽŶ͘ □ ~ □ □ □ □ ~ □ □ □ ~ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϮ ϲ ŽĞƐWƌŽũĞĐƚŝŶĐůƵĚĞƌŽĂĚƐ͍zĞƐ EŽ /ĨLJĞƐ͕ĞŶƐƵƌĞƚŚĂƚĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌƚƌĂŶƐƉŽƌƚĂƚŝŽŶƉƌŽũĞĐƚƐĂƌĞĂĚĚƌĞƐƐĞĚ;ƐĞĞ ƉƉĞŶĚŝdžŽĨd'ĨŽƌtYDWͿII □ ~ I ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϯ Ϯ͘Ϯ WƌŽƉĞƌƚLJKǁŶĞƌƐŚŝƉͬDĂŶĂŐĞŵĞŶƚ ĞƐĐƌŝďĞƚŚĞŽǁŶĞƌƐŚŝƉͬŵĂŶĂŐĞŵĞŶƚŽĨĂůůƉŽƌƚŝŽŶƐŽĨƚŚĞƉƌŽũĞĐƚĂŶĚƐŝƚĞ͘^ƚĂƚĞǁŚĞƚŚĞƌĂŶLJ ŝŶĨƌĂƐƚƌƵĐƚƵƌĞǁŝůůƚƌĂŶƐĨĞƌƚŽƉƵďůŝĐĂŐĞŶĐŝĞƐ;ŝƚLJ͕ŽƵŶƚLJ͕ĂůƚƌĂŶƐ͕ĞƚĐ͘ͿĂĨƚĞƌƉƌŽũĞĐƚĐŽŵƉůĞƚŝŽŶ͘^ƚĂƚĞŝĨĂ ŚŽŵĞŽǁŶĞƌƐŽƌƉƌŽƉĞƌƚLJŽǁŶĞƌƐĂƐƐŽĐŝĂƚŝŽŶǁŝůůďĞĨŽƌŵĞĚĂŶĚďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞůŽŶŐͲƚĞƌŵ ŵĂŝŶƚĞŶĂŶĐĞŽĨƉƌŽũĞĐƚƐƚŽƌŵǁĂƚĞƌĨĂĐŝůŝƚŝĞƐ͘ĞƐĐƌŝďĞĂŶLJůŽƚͲůĞǀĞůƐƚŽƌŵǁĂƚĞƌĨĞĂƚƵƌĞƐƚŚĂƚǁŝůůďĞƚŚĞ ƌĞƐƉŽŶƐŝďŝůŝƚLJŽĨŝŶĚŝǀŝĚƵĂůƉƌŽƉĞƌƚLJŽǁŶĞƌƐ͘ &ŽƌŵϮ͘ϮͲϭWƌŽƉĞƌƚLJKǁŶĞƌƐŚŝƉͬDĂŶĂŐĞŵĞŶƚ ĞƐĐƌŝďĞƉƌŽƉĞƌƚLJŽǁŶĞƌƐŚŝƉͬŵĂŶĂŐĞŵĞŶƚƌĞƐƉŽŶƐŝďůĞĨŽƌůŽŶŐͲƚĞƌŵŽĨtYDWƐƚŽƌŵǁĂƚĞƌĨĂĐŝůŝƚŝĞƐ͗ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐŽŵŵƵŶŝƚŝĞƐǁŝůůďĞƌĞƐƉŽŶƐŝďůĞƚŽďƵŝůĚƚŚĞƐŝƚĞĂŶĚƚŚĞŵĂŝŶƚĞŶĂŶĐĞĚƵƌŝŶŐƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶ͘ŶƉƌŽƉĞƌƚLJ ŽǁŶĞƌĂƐƐŽĐŝĂƚŝŽŶ;WKͿǁŝůůďĞĨŽƌŵĞĚĂŶĚǁŝůůďĞƌĞƐƉŽŶƐŝďůĞĨŽƌƚŚĞŵĂŝŶƚĞŶĂŶĐĞŽĨƚŚĞƉŽƐƚͲĚĞǀĞůŽƉĞĚDWƐ͘ ĚĚƌĞƐƐ͗ 1RODQ&/HJJLR ϭϬϲϮϭŝǀŝĐĞŶƚĞƌƌŝǀĞ ZĂŶĐŚŽƵĐĂŵŽŶŐĂ͕ϵϭϳϯϬ WŚŽŶĞEƵŵďĞƌ͗;ϵϬϵͿϰϴϭͲϭϭϱϬ ŵĂŝů͗E>ĞŐŐŝŽΛŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ͘ĐŽŵ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϰ Ϯ͘ϯ WŽƚĞŶƚŝĂů^ƚŽƌŵǁĂƚĞƌWŽůůƵƚĂŶƚƐ ĞƚĞƌŵŝŶĞĂŶĚĚĞƐĐƌŝďĞĞdžƉĞĐƚĞĚƐƚŽƌŵǁĂƚĞƌƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶďĂƐĞĚŽŶůĂŶĚƵƐĞƐĂŶĚƐŝƚĞĂĐƚŝǀŝƚŝĞƐ ;ƌĞĨĞƌƚŽdĂďůĞϯͲϯŝŶƚŚĞd'ĨŽƌtYDWͿ͘ &ŽƌŵϮ͘ϯͲϭWŽůůƵƚĂŶƚƐŽĨŽŶĐĞƌŶ WŽůůƵƚĂŶƚ WůĞĂƐĞĐŚĞĐŬ͗ сdžƉĞĐƚĞĚ͕EсEŽƚ džƉĞĐƚĞĚ ĚĚŝƚŝŽŶĂů/ŶĨŽƌŵĂƚŝŽŶĂŶĚŽŵŵĞŶƚƐ WĂƚŚŽŐĞŶƐ;ĂĐƚĞƌŝĂůͬsŝƌƵƐͿ E ĂĐƚĞƌŝĂĂŶĚǀŝƌƵƐĞƐĂƌĞĂƉŽƚĞŶƚŝĂůƉŽůůƵƚĂŶƚĨŽƌZĞƐŝĚĞŶƚŝĂůƉĂƌƚŵĞŶƚ ĚĞǀĞůŽƉŵĞŶƚƐŝĨƚŚĞůĂŶĚƵƐĞŝŶǀŽůǀĞƐĂŶŝŵĂůǁĂƐƚĞ͘ƵĞƚŽƚŚĞŶĂƚƵƌĞ ŽĨƚŚĞĚĞǀĞůŽƉŵĞŶƚƚŚĞƌĞǁŝůůďĞĂŶŝŵĂůǁĂƐƚĞĂƐƐŽĐŝĂƚĞĚǁŝƚŚƚŚŝƐ ůĂŶĚƵƐĞ͕ĂŶĚƚŚĞƐŝƚĞǁŝůůďĞƚƌĞĂƚĞĚƵƐŝŶŐƐŝƚĞĂŶĚƐŽƵƌĐĞĂŶĚ ƚƌĞĂƚŵĞŶƚĐŽŶƚƌŽůDWƐ͘ĂĐƚĞƌŝĂĂŶĚǀŝƌƵƐĐĂŶĂůƐŽďĞĚĞƚĞĐƚĞĚŝŶ ƉĂǀĞŵĞŶƚƌƵŶŽĨĨ͕ƚŚĞƌĞĨŽƌĞ͕ƚŚĞƐŝƚĞŚĂƐŝŶĐŽƌƉŽƌĂƚĞĚƚƌĞĂƚŵĞŶƚ ĐŽŶƚƌŽůƚŚƌŽƵŐŚŽƵƚ͘ůůƉĂǀĞĚĂŶĚŚĂƌĚĞŶĞĚƐƵƌĨĂĐĞƐǁŝůůĨůŽǁƚŚƌŽƵŐŚ ƚŚĞďĞůŽǁŐƌŽƵŶĚŝŶĨŝůƚƌĂƚŝŽŶĐŚĂŵďĞƌƐĂƐƉĂƌƚŽĨ>Žǁ/ŵƉĂĐƚĞƐŝŐŶ ;>/Ϳ͘ ^ĞĚŝŵĞŶƚ E dŚĞƐĞĂƌĞƚŚĞƐŽůŝĚŵĂƚĞƌŝĂůƐĞƌŽĚĞĚĨƌŽŵůĂŶĚƐƵƌĨĂĐĞ;ƉĂƌŬ͕ ůĂŶĚƐĐĂƉĞĂƌĞĂͿ͘dŚĞĞƌŽĚĞĚŵĂƚĞƌŝĂůƐĨƌŽŵŽŶƐŝƚĞůĂŶĚƐƵƌĨĂĐĞƐǁŝůůďĞ ĨŝƌƐƚŵŝƚŝŐĂƚĞĚďLJƚŚĞƉƌŽƉŽƐĞĚƉƌĞͲƚƌĞĂƚŵĞŶƚƵŶŝƚƐ;&ŝůƚĞƌ/ŶƐĞƌƚƐŝŶ 'ƌĂƚĞ/ŶůĞƚƐͿĂŶĚƵůƚŝŵĂƚĞďLJƚŚĞƉƌŽƉŽƐĞĚďĞůŽǁŐƌŽƵŶĚŝŶĨŝůƚƌĂƚŝŽŶ ĐŚĂŵďĞƌƐ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ DĞƚĂůƐ E ^ŽƵƌĐĞŽĨŵĞƚĂůǁŝůůďĞƚŚĞ ĨĂůůŝŶŐͬƐĐƌĂƉƉŝĞĐĞƐͬƉĂƌƚƐŽĨDŽƚŽƌǀĞŚŝĐůĞƐ͘ ŶLJŵĞƚĂůƉŝĞĐĞƐŝŶƚŚĞƉĂƌŬŝŶŐůŽƚͬĚƌŝǀĞǁĂLJƐǁŝůůďĞƉŝĐŬĞĚƵƉďLJ ƐƚƌĞĞƚƐǁĞĞƉĞƌĂŶĚĂůƐŽŝŶƚĞƌĐĞƉƚĞĚŝŶƚŚĞƉƌŽƉŽƐĞĚŐƌĂƚĞŝŶůĞƚƐ ǁͬĨŝůƚĞƌŝŶƐĞƌƚĂŶĚŝŶƚŚĞďĞůŽǁŐƌŽƵŶĚŝŶĨŝůƚƌĂƚŝŽŶĐŚĂŵďĞƌƐĂƐƉĂƌƚŽĨ >Žǁ/ŵƉĂĐƚĞƐŝŐŶ;>/Ϳ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ KŝůĂŶĚ'ƌĞĂƐĞ E ^ŽƵƌĐĞŽĨKŝůΘ'ƌĞĂƐĞĂƚƚŚŝƐƐŝƚĞǁŝůůďĞƚŚĞ ŵŽƚŽƌƉƌŽĚƵĐƚĨƌŽŵůĞĂŬŝŶŐǀĞŚŝĐůĞƐ͘ KŝůĂŶĚŐƌĞĂƐĞĨƌŽŵƉĂƌŬŝŶŐůŽƚͬĚƌŝǀĞǁĂLJƐǁŝůůďĞĚƌĂŝŶĞĚƚŽƚŚĞ ƉƌŽƉŽƐĞĚŐƌĂƚĞŝŶůĞƚƐǁͬĨŝůƚĞƌŝŶƐĞƌƚĂŶĚƚŚĞďĞůŽǁŐƌŽƵŶĚŝŶĨŝůƚƌĂƚŝŽŶ ĐŚĂŵďĞƌƐƚŽƚƌĞĂƚƚŚĞƉŽůůƵƚĂŶƚƐĂƐƉĂƌƚŽĨ>Žǁ/ŵƉĂĐƚĞƐŝŐŶ;>/Ϳ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ dƌĂƐŚͬĞďƌŝƐ E dƌĂƐŚĂŶĚĚĞďƌŝƐǁŝůůďĞĐŽŶƚĂŝŶĞĚďLJƚŚĞƉƌŽƉŽƐĞĚĨŝůƚĞƌŝŶƐĞƌƚŝŶƚŚĞ ƉƌŽƉŽƐĞĚŐƌĂƚĞŝŶůĞƚƐƉƌŽƉŽƐĞĚĂƚƚŚĞƐŝƚĞ͘ůƐŽƵůƚŝŵĂƚĞůLJĐŽŶƚĂŝŶĞĚ ďLJƚŚĞƉƌŽƉŽƐĞĚďĞůŽǁŐƌŽƵŶĚŝŶĨŝůƚƌĂƚŝŽŶĐŚĂŵďĞƌƐ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ͘ WĞƐƚŝĐŝĚĞƐͬ,ĞƌďŝĐŝĚĞƐ E dŚĞƉŽƚĞŶƚŝĂůƉĞƐƚŝĐŝĚĞƐĂŶĚŚĞƌďŝĐŝĚĞƐĨƌŽŵůĂŶĚƐĐĂƉĞĂƌĞĂǁŝůůďĞ ĐŽŶƚĂŝŶĞĚŝŶƚŚĞƉƌŽƉŽƐĞĚŝŶĨŝůƚƌĂƚŝŽŶĐŚĂŵďĞƌƐĨŽƌƚƌĞĂƚŵĞŶƚĂŶĚ ƌĞŵŽǀĂů͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ ~ □ ~ □ ~ □ ~ □ ~ □ ~ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϱ KƌŐĂŶŝĐŽŵƉŽƵŶĚƐ E /ƚ͛ƐŝŶĐůƵĚĞƐŚLJĚƌŽĐĂƌďŽŶƐĨƌŽŵĚƌŝǀĞǁĂLJƐͬƉĂǀĞĚƉĂƌŬŝŶŐůŽƚ͘ ,LJĚƌŽĐĂƌďŽŶǁŝůůďĞĐŽŶǀĞLJĞĚƚŽƚŚĞŝŶĨŝůƚƌĂƚŝŽŶĐŚĂŵďĞƌƐǀŝĂŽŶƐŝƚĞ ĚƌĂŝŶĂŐĞƐLJƐƚĞŵĨŽƌĐŽŶƚĂŝŶŵĞŶƚĂŶĚƌĞŵŽǀĂů͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ KƚŚĞƌ͗EƵƚƌŝĞŶƚƐ E /ŶĐůƵĚĞŶŝƚƌŽŐĞŶĂŶĚƉŚŽƐƉŚŽƌƵƐĨƌŽŵĞdžƉĞĐƚĞĚƵƐĂŐĞƐŽĨĨĞƌƚŝůŝnjĞƌƐŝŶ ƚŚĞƉƌŽƉŽƐĞĚůĂŶĚƐĐĂƉĞĂƌĞĂ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ KƚŚĞƌ͗KdžLJŐĞŶĞŵĂŶĚŝŶŐ ŽŵƉŽƵŶĚƐ E dŚŝƐƐŝƚĞŝŶĐůƵĚĞƐůĂŶĚƐĐĂƉŝŶŐĂƌĞĂǁŚŝĐŚǁŝůůďĞƚŚĞƉŽƚĞŶƚŝĂů ŐĞŶĞƌĂƚŝŽŶŽĨƚŚŝƐƚLJƉĞŽĨƉŽůůƵƚĂŶƚƐ͘ /ŵƉĂĐƚĞĚtĂƚĞƌŽĚLJ͗EŽŶĞ ~ □ ~ □ ~ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϭ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϮͲϮ Ϯ͘ϰ tĂƚĞƌYƵĂůŝƚLJƌĞĚŝƚƐ ǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƉƌŽŐƌĂŵŝƐĂƉƉůŝĐĂďůĞĨŽƌĐĞƌƚĂŝŶƚLJƉĞƐŽĨĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐŝĨŝƚŝƐŶŽƚĨĞĂƐŝďůĞƚŽ ŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌŽŶͲƐŝƚĞ>/͘WƌŽƉŽŶĞŶƚƐĨŽƌĞůŝŐŝďůĞƉƌŽũĞĐƚƐ͕ĂƐĚĞƐĐƌŝďĞĚďĞůŽǁ͕ĐĂŶĂƉƉůLJĨŽƌ ǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƐƚŚĂƚǁŽƵůĚƌĞĚƵĐĞƉƌŽũĞĐƚŽďůŝŐĂƚŝŽŶƐĨŽƌƐĞůĞĐƚŝŶŐĂŶĚƐŝnjŝŶŐŽƚŚĞƌƚƌĞĂƚŵĞŶƚDWŽƌ ƉĂƌƚŝĐŝƉĂƚŝŶŐŝŶŽƚŚĞƌĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉƌŽŐƌĂŵƐ͘ZĞĨĞƌƚŽ^ĞĐƚŝŽŶϲ͘ϮŝŶƚŚĞd'ĨŽƌtYDWƚŽ ĚĞƚĞƌŵŝŶĞŝĨǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƐĂƌĞĂƉƉůŝĐĂďůĞĨŽƌƚŚĞƉƌŽũĞĐƚ͘ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭ &ŽƌŵϮ͘ϰͲϭtĂƚĞƌYƵĂůŝƚLJƌĞĚŝƚƐ ϭ WƌŽũĞĐƚdLJƉĞƐƚŚĂƚYƵĂůŝĨLJĨŽƌtĂƚĞƌYƵĂůŝƚLJƌĞĚŝƚƐ͗^ĞůĞĐƚĂůůƚŚĂƚĂƉƉůLJ ZĞĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐƚŚĂƚ ƌĞĚƵĐĞƚŚĞŽǀĞƌĂůůŝŵƉĞƌǀŝŽƵƐ ĨŽŽƚƉƌŝŶƚŽĨƚŚĞƉƌŽũĞĐƚƐŝƚĞ͘ ΀ƌĞĚŝƚсй ŝŵƉĞƌǀŝŽƵƐƌĞĚƵĐĞĚ΁ ,ŝŐŚĞƌĚĞŶƐŝƚLJ ĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐ sĞƌƚŝĐĂůĚĞŶƐŝƚLJ΀ϮϬй΁ ϳƵŶŝƚƐͬĂĐƌĞ΀ϱй΁ DŝdžĞĚƵƐĞĚĞǀĞůŽƉŵĞŶƚ͕ ;ĐŽŵďŝŶĂƚŝŽŶŽĨƌĞƐŝĚĞŶƚŝĂů͕ ĐŽŵŵĞƌĐŝĂů͕ŝŶĚƵƐƚƌŝĂů͕ŽĨĨŝĐĞ͕ ŝŶƐƚŝƚƵƚŝŽŶĂů͕ŽƌŽƚŚĞƌůĂŶĚƵƐĞƐ ǁŚŝĐŚŝŶĐŽƌƉŽƌĂƚĞĚĞƐŝŐŶƉƌŝŶĐŝƉůĞƐ ƚŚĂƚĚĞŵŽŶƐƚƌĂƚĞĞŶǀŝƌŽŶŵĞŶƚĂů ďĞŶĞĨŝƚƐŶŽƚƌĞĂůŝnjĞĚƚŚƌŽƵŐŚƐŝŶŐůĞ ƵƐĞƉƌŽũĞĐƚƐͿ΀ϮϬй΁ ƌŽǁŶĨŝĞůĚ ƌĞĚĞǀĞůŽƉŵĞŶƚ ;ƌĞĚĞǀĞůŽƉƌĞĂůƉƌŽƉĞƌƚLJ ĐŽŵƉůŝĐĂƚĞĚďLJƉƌĞƐĞŶĐĞ ŽƌƉŽƚĞŶƚŝĂůŽĨŚĂnjĂƌĚŽƵƐ ĐŽŶƚĂŵŝŶĂŶƚƐͿ΀Ϯϱй΁ ZĞĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐŝŶ ĞƐƚĂďůŝƐŚĞĚŚŝƐƚŽƌŝĐĚŝƐƚƌŝĐƚ͕ ŚŝƐƚŽƌŝĐƉƌĞƐĞƌǀĂƚŝŽŶĂƌĞĂ͕Žƌ ƐŝŵŝůĂƌƐŝŐŶŝĨŝĐĂŶƚĐŽƌĞĐŝƚLJĐĞŶƚĞƌ ĂƌĞĂƐ΀ϭϬй΁ dƌĂŶƐŝƚͲŽƌŝĞŶƚĞĚ ĚĞǀĞůŽƉŵĞŶƚƐ;ŵŝdžĞĚƵƐĞ ƌĞƐŝĚĞŶƚŝĂůŽƌĐŽŵŵĞƌĐŝĂů ĂƌĞĂĚĞƐŝŐŶĞĚƚŽŵĂdžŝŵŝnjĞ ĂĐĐĞƐƐƚŽƉƵďůŝĐ ƚƌĂŶƐƉŽƌƚĂƚŝŽŶͿ΀ϮϬй΁ /ŶͲĨŝůůƉƌŽũĞĐƚƐ;ĐŽŶǀĞƌƐŝŽŶŽĨ ĞŵƉƚLJůŽƚƐΘŽƚŚĞƌƵŶĚĞƌƵƐĞĚ ƐƉĂĐĞƐфϱĂĐƌĞƐ͕ƐƵďƐƚĂŶƚŝĂůůLJ ƐƵƌƌŽƵŶĚĞĚďLJƵƌďĂŶůĂŶĚƵƐĞƐ͕ŝŶƚŽ ŵŽƌĞďĞŶĞĨŝĐŝĂůůLJƵƐĞĚƐƉĂĐĞƐ͕ƐƵĐŚ ĂƐƌĞƐŝĚĞŶƚŝĂůŽƌĐŽŵŵĞƌĐŝĂůĂƌĞĂƐͿ ΀ϭϬй΁ >ŝǀĞͲtŽƌŬ ĚĞǀĞůŽƉŵĞŶƚƐ;ǀĂƌŝĞƚLJŽĨ ĚĞǀĞůŽƉŵĞŶƚƐĚĞƐŝŐŶĞĚ ƚŽƐƵƉƉŽƌƚƌĞƐŝĚĞŶƚŝĂůĂŶĚ ǀŽĐĂƚŝŽŶĂůŶĞĞĚƐͿ΀ϮϬй΁ Ϯ dŽƚĂůƌĞĚŝƚйϬ ;dŽƚĂůĂůůĐƌĞĚŝƚƉĞƌĐĞŶƚĂŐĞƐƵƉƚŽĂŵĂdžŝŵƵŵĂůůŽǁĂďůĞĐƌĞĚŝƚŽĨϱϬƉĞƌĐĞŶƚͿ ĞƐĐƌŝƉƚŝŽŶŽĨtĂƚĞƌYƵĂůŝƚLJ ƌĞĚŝƚůŝŐŝďŝůŝƚLJ;ŝĨĂƉƉůŝĐĂďůĞͿ Eͬ □ □ □ □ □ □ □ □ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮ ^ĞĐƚŝŽŶϯ ^ŝƚĞĂŶĚtĂƚĞƌƐŚĞĚĞƐĐƌŝƉƚŝŽŶ ‡•…”‹„‡–Š‡’”‘Œ‡…–•‹–‡…‘†‹–‹‘•–Šƒ–™‹ŽŽˆƒ…‹Ž‹–ƒ–‡–Š‡•‡Ž‡…–‹‘‘ˆ–Š”‘—‰ŠƒƒƒŽ›•‹•‘ˆ–Š‡’Š›•‹…ƒŽ …‘†‹–‹‘•ƒ†Ž‹‹–ƒ–‹‘•‘ˆ–Š‡•‹–‡ƒ†‹–•”‡…‡‹˜‹‰™ƒ–‡”•Ǥ †‡–‹ˆ›†‹•–‹…–†”ƒ‹ƒ‰‡ƒ”‡ƒ•ȋȌ–Šƒ–…‘ŽŽ‡…– ˆŽ‘™ˆ”‘ƒ’‘”–‹‘‘ˆ–Š‡•‹–‡ƒ††‡•…”‹„‡Š‘™”—‘ˆˆˆ”‘‡ƒ…Šȋƒ†•—„Ǧ™ƒ–‡”•Š‡†•Ȍ‹•…‘˜‡›‡† –‘–Š‡•‹–‡‘—–Ž‡–ȋ•ȌǤ‡ˆ‡”–‘‡…–‹‘͟Ǥ͞‹–Š‡ ˆ‘”ǤŠ‡ˆ‘”„‡Ž‘™‹•’”‘˜‹†‡†ƒ•ƒ‡šƒ’Ž‡Ǥ Š‡…‘’Ž‡–‡ ‘”•͟Ǥ͞ƒ†͟Ǥ͟ˆ‘”‡ƒ…Š‘–Š‡’”‘Œ‡…–•‹–‡Ǥ ˆ–Š‡’”‘Œ‡…–Šƒ•‘”‡–Šƒ‘‡ †”ƒ‹ƒ‰‡ƒ”‡ƒˆ‘”•–‘”™ƒ–‡”ƒƒ‰‡‡–ǡ–Š‡…‘’Ž‡–‡ƒ††‹–‹‘ƒŽ˜‡”•‹‘•‘ˆ –Š‡•‡ˆ‘”•ˆ‘”‡ƒ…ŠȀ‘—–Ž‡–Ǥ &ŽƌŵϯͲϭ^ŝƚĞ>ŽĐĂƚŝŽŶĂŶĚ,LJĚƌŽůŽŐŝĐ&ĞĂƚƵƌĞƐ ^ŝƚĞĐŽŽƌĚŝŶĂƚĞƐ ƚĂŬĞ'W^ ŵĞĂƐƵƌĞŵĞŶƚĂƚĂƉƉƌŽdžŝŵĂƚĞ ĐĞŶƚĞƌŽĨƐŝƚĞ >ĂƚŝƚƵĚĞϯϰ͘ϭϬϳϳϯE >ŽŶŐŝƚƵĚĞͲϭϭϳ͘ϰϬϲϰϳϱt ϭ ^ĂŶĞƌŶĂƌĚŝŶŽŽƵŶƚLJĐůŝŵĂƚŝĐƌĞŐŝŽŶ͗sĂůůĞLJ DŽƵŶƚĂŝŶ Ϯ ŽĞƐƚŚĞƐŝƚĞŚĂǀĞŵŽƌĞƚŚĂŶŽŶĞĚƌĂŝŶĂŐĞĂƌĞĂ;Ϳ͗zĞƐ EŽ /ĨŶŽ͕ƉƌŽĐĞĞĚƚŽ&ŽƌŵϯͲϮ͘/ĨLJĞƐ͕ƚŚĞŶƵƐĞƚŚŝƐĨŽƌŵƚŽƐŚŽǁĂ ĐŽŶĐĞƉƚƵĂůƐĐŚĞŵĂƚŝĐĚĞƐĐƌŝďŝŶŐDƐĂŶĚŚLJĚƌŽůŽŐŝĐĨĞĂƚƵƌĞĐŽŶŶĞĐƚŝŶŐDƐƚŽƚŚĞƐŝƚĞŽƵƚůĞƚ;ƐͿ͘ŶĞdžĂŵƉůĞŝƐƉƌŽǀŝĚĞĚďĞůŽǁƚŚĂƚĐĂŶďĞ ŵŽĚŝĨŝĞĚĨŽƌƉƌŽƉŽƐĞĚƉƌŽũĞĐƚŽƌĂĚƌĂǁŝŶŐĐůĞĂƌůLJƐŚŽǁŝŶŐDĂŶĚĨůŽǁƌŽƵƚŝŶŐŵĂLJďĞĂƚƚĂĐŚĞĚ ŽŶǀĞLJĂŶĐĞ ϭ;DͲϭΘDͲϮͿ ƚŽ KƵƚůĞƚϭ dŚĞĞŶƚŝƌĞƉƌŽũĞĐƚƐŝƚĞĐŽŶƐŝƐƚƐŽĨĂƐŝŶŐůĞĚƌĂŝŶĂŐĞĂƌĞĂ;ͲϭͿǁŝƚŚƚǁŽ;ϮͿĚƌĂŝŶĂŐĞŵĂŶĂŐĞŵĞŶƚ ĂƌĞĂƐ;DͲϭ͕DͲϮͿ͘ Ͳϭ;DͲϭ͕DͲϮͿ͗WƌŽƉŽƐĞĚKŶƐŝƚĞĚƌĂŝŶĂŐĞƐLJƐƚĞŵĐŽŶƐŝƐƚƐŽĨƐǁĂůĞƐ͕ƌŝďďŽŶŐƵƚƚĞƌ͕ƐƚŽƌŵ ĚƌĂŝŶƐ͕ŐƌĂƚĞŝŶůĞƚƐǁŝƚŚĨŝůƚĞƌŝŶƐĞƌƚƐƉƌĞĂĚŝŶŐĂůůŽǀĞƌƚŚĞĚƌĂŝŶĂŐĞŵĂŶĂŐĞŵĞŶƚĂƌĞĂƐ;DͲϭ͕DͲ ϮͿ͘KŶƐŝƚĞƌƵŶŽĨĨǁŝůůĚƌĂŝŶƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƐŝƚĞĚƌĂŝŶĂŐĞƐLJƐƚĞŵŝŶDͲϭΘDͲϮĂŶĚƚŚĞƌƵŶŽĨĨ ǁŝůůĐŽŶǀĞLJƚŽƚŚĞƉƌŽƉŽƐĞĚŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌƐLJƐƚĞŵ;DWͲϭͿĨŽƌůŽǁĨůŽǁ ŝŶĨŝůƚƌĂƚŝŽŶ;tYƌƵŶŽĨĨǀŽůƵŵĞͿĂƐǁĞůůĂƐĚĞƚĞŶƚŝŽŶŝŶŽƌĚĞƌƚŽŵŝƚŝŐĂƚĞŚŝŐŚƌƵŶŽĨĨĨůŽǁƌĂƚĞƐƚŽŝƚƐ ĞdžŝƐƚŝŶŐĨůŽǁƌĂƚĞƐĨŽƌƐƚŽƌŵĞǀĞŶƚƵƉƚŽϭϬϬͲLJĞĂƌƐƚŽƌŵ͘ WƌĞͲƚƌĞĂƚŵĞŶƚŽĨƐƚŽƌŵǁĂƚĞƌǁŝůůďĞĂĐŚŝĞǀĞĚďLJƚŚĞƉƌŽƉŽƐĞĚƚƌĂƐŚƌĂĐŬͬĨŝůƚĞƌŝŶƐĞƌƚŝŶƚŚĞƉƌŽƉŽƐĞĚ KƵƚůĞƚ ϭ Ͳϭ;DͲϭ͕DͲϮͿ ŽŶƚĞĐŚ /ŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶ ŚĂŵďĞƌ^LJƐƚĞŵͲϭ ~ □ □ ~ y I I ·~ I I ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯ ŐƌĂƚĞĚŝŶůĞƚƐŽŶƐŝƚĞƉƌŝŽƌƚŽĚƌĂŝŶƚŽƚŚĞƵŶĚĞƌŐƌŽƵŶĚ/ŶĨͬĞƚŚĂŵďĞƌ^LJƐƚĞŵ͘ dŚĞƐŝƚĞŝŶĞdžŝƐƚŝŶŐĐŽŶĚŝƚŝŽŶŝƐϭϬϬйƉĞƌǀŝŽƵƐĂŶĚƚŚĞƐŝƚĞŝŶƉƌŽƉŽƐĞĚĐŽŶĚŝƚŝŽŶŝƐĂƉƉƌŽdžŝŵĂƚĞůLJϭϬй ƉĞƌǀŝŽƵƐ͘&ŽƌƉĞƌǀŝŽƵƐͬŝŵƉĞƌǀŝŽƵƐĂƌĞĂŝŶƉƌŽƉŽƐĞĚĐŽŶĚŝƚŝŽŶ͕ƉůĞĂƐĞƌĞĨĞƌƚϬƚŚĞtYDWdžŚŝďŝƚ͘ DͲϭ͕DͲϮ͗ƌĂŝŶƚŽDWͲϭ tŚĞŶƚŚĞŽŶƐŝƚĞŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌƐLJƐƚĞŵ;DWͲϭͿƌĞĂĐŚĞƐŝƚƐĐĂƉĂĐŝƚLJ;ŽƚƚŽŵϮ͘ϳ͛ŽĨ DWͲϭͿ͕ƚŚĞƌƵŶŽĨĨǁŝůůďĞĚĞƚĂŝŶĞĚŝŶƚŚĞDWͲϭĂŶĚǁŝůůĚƌĂŝŶŽƵƚŝŶĂŵŝƚŝŐĂƚĞĚĨůŽǁƌĂƚĞƐǀŝĂƚŚĞ ƐƚŽƌŵĚƌĂŝŶŽƵƚůĞƚƉŝƉĞƐƚŽƚŚĞĞdžŝƐƚŝŶŐŐƌĂƚĞĚŝŶůĞƚĂƚƚŚĞŶŽƌƚŚĞĂƐƚĐŽƌŶĞƌŽĨƚŚĞƐŝƚĞZKtĂŶĚǁŝůů ĨŝŶĂůůLJĚŝƐĐŚĂƌŐĞŝŶƚŽƚŚĞĞdžŝƐƚŝŶŐĐĂƚĐŚďĂƐŝŶŝŶ&ŽŽƚŚŝůůůǀĚ͘ ZƵŶŽĨĨǁŝůůƚŚĞŶĨŽůůŽǁƚŚĞĞdžŝƐƚŝŶŐŝƚLJ^ƚŽƌŵĚƌĂŝŶ^LJƐƚĞŵŝŶ&ŽŽƚŚŝůůůǀĚ͘dŚĞĨůŽǁǁŝůůĐŽŶƚŝŶƵĞŝŶ ŝƚLJ^ƚƌŽŵƌĂŝŶ^LJƐƚĞŵĂŶĚĨŝŶĂůůLJĚŝƐĐŚĂƌŐĞƚŽƚŚĞtĞƐƚ&ŽŶƚĂŶĂŚĂŶŶĞů ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϰ &ŽƌŵϯͲϮdžŝƐƚŝŶŐ,LJĚƌŽůŽŐŝĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐĨŽƌƌĂŝŶĂŐĞƌĞĂƐ;ͲϭͿ &ŽƌƌĂŝŶĂŐĞƌĞĂƐϭͲϯƐƵďͲǁĂƚĞƌƐŚĞĚD͕ ƉƌŽǀŝĚĞƚŚĞĨŽůůŽǁŝŶŐĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ ϭ;DͲϭ͕ DͲϮͿ ϭ DĚƌĂŝŶĂŐĞĂƌĞĂ;ĨƚϮͿ ϯϱϳ͕ϮϭϮ Ϯ džŝƐƚŝŶŐƐŝƚĞŝŵƉĞƌǀŝŽƵƐĂƌĞĂ;ĨƚϮͿ Ϭ ϯŶƚĞĐĞĚĞŶƚŵŽŝƐƚƵƌĞĐŽŶĚŝƚŝŽŶ&ŽƌĚĞƐĞƌƚ ĂƌĞĂƐ͕ƵƐĞ ŚƚƚƉ͗ͬͬǁǁǁ͘ƐďĐŽƵŶƚLJ͘ŐŽǀͬĚƉǁͬĨůŽŽĚĐŽŶƚƌŽůͬƉĚĨͬϮ ϬϭϬϬϰϭϮͺŵĂƉ͘ƉĚĨ // ϰ,LJĚƌŽůŽŐŝĐƐŽŝůŐƌŽƵƉ ZĞĨĞƌƚŽtĂƚĞƌƐŚĞĚ DĂƉƉŝŶŐdŽŽůʹ ŚƚƚƉ͗ͬͬƐďĐŽƵŶƚLJ͘ƉĞƌŵŝƚƌĂĐŬ͘ĐŽŵͬtW  ϱ >ŽŶŐĞƐƚĨůŽǁƉĂƚŚůĞŶŐƚŚ;ĨƚͿ ϴϭϬ ϲ>ŽŶŐĞƐƚĨůŽǁƉĂƚŚƐůŽƉĞ;ĨƚͬĨƚͿ ϭ͘ϲй ϳƵƌƌĞŶƚůĂŶĚĐŽǀĞƌƚLJƉĞ;ƐͿ ^ĞůĞĐƚĨƌŽŵ&ŝŐͲϯ ŽĨ,LJĚƌŽůŽŐLJDĂŶƵĂů KƉĞŶƌƵƐŚ ϴ WƌĞͲĚĞǀĞůŽƉĞĚ ƉĞƌǀŝŽƵƐĂƌĞĂĐŽŶĚŝƚŝŽŶ͗ ĂƐĞĚŽŶƚŚĞĞdžƚĞŶƚŽĨǁĞƚƐĞĂƐŽŶǀĞŐĞƚĂƚĞĚĐŽǀĞƌ ŐŽŽĚхϳϱй͖&ĂŝƌϱϬͲϳϱй͖WŽŽƌфϱϬйƚƚĂĐŚƉŚŽƚŽƐ ŽĨƐŝƚĞƚŽƐƵƉƉŽƌƚƌĂƚŝŶŐ &Ăŝƌ                                                                                                                                                               ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϱ &ŽƌŵϯͲϯtĂƚĞƌƐŚĞĚĞƐĐƌŝƉƚŝŽŶĨŽƌƌĂŝŶĂŐĞƌĞĂ;ϭͿ ZĞĐĞŝǀŝŶŐǁĂƚĞƌƐ ZĞĨĞƌƚŽtĂƚĞƌƐŚĞĚDĂƉƉŝŶŐdŽŽůͲ ŚƚƚƉ͗ͬͬƐďĐŽƵŶƚLJ͘ƉĞƌŵŝƚƌĂĐŬ͘ĐŽŵͬtW ^ĞĞ͚ƌĂŝŶĂŐĞ&ĂĐŝůŝƚŝĞƐ͟ůŝŶŬĂƚƚŚŝƐǁĞďƐŝƚĞ džŝƐƚŝŶŐƐƚŽƌŵĚƌĂŝŶƐLJƐƚĞŵŝŶ&ŽŽƚŚŝůůůǀĚ ZŝĂůƚŽŚĂŶŶĞů;,DͿ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϰ WƌĞĚŽĂŵ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϯ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϮ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϭ WĂĐŝĨŝĐKĐĞĂŶ ƉƉůŝĐĂďůĞdD>Ɛ ZĞĨĞƌƚŽ>ŽĐĂů/ŵƉůĞŵĞŶƚĂƚŝŽŶWůĂŶ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϯ͗ WĂƚŚŽŐĞŶƐ͞ĂĐƚĞƌŝĂů/ŶĚŝĐĂƚŽƌdD>ƐĨŽƌDŝĚĚůĞ^ĂŶƚĂŶĂZŝǀĞƌtĂƚĞƌƐŚĞĚ tĂƚĞƌďŽĚŝĞƐ;ŝůůZŝĐĞͿ EŝƚƌĂƚĞ͗^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϯEŝƚƌĂƚĞdD>;,ŽƉĞ^ŵLJƚŚĞͿ WƌĂĚŽ&ůŽŽĚŽŶƚƌŽůďĂƐŝŶ WĂƚŚŽŐĞŶƐ͞ĂĐƚĞƌŝĂů/ŶĚŝĐĂƚŽƌdD>ƐĨŽƌDŝĚĚůĞ^ĂŶƚĂŶĂZŝǀĞƌtĂƚĞƌƐŚĞĚ tĂƚĞƌďŽĚŝĞƐ;ŝůůZŝĐĞͿ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϮEKE ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϭEKE dŝĚĂůWƌŝƐŵ͕^ĂŶƚĂŶĂZŝǀĞƌEKE ϯϬϯ;ĚͿůŝƐƚĞĚŝŵƉĂŝƌŵĞŶƚƐ ZĞĨĞƌƚŽ>ŽĐĂů/ŵƉůĞŵĞŶƚĂƚŝŽŶWůĂŶĂŶĚtĂƚĞƌƐŚĞĚ DĂƉƉŝŶŐdŽŽůʹ ŚƚƚƉ͗ͬͬƐďĐŽƵŶƚLJ͘ƉĞƌŵŝƚƌĂĐŬ͘ĐŽŵͬtWĂŶĚ^ƚĂƚĞ tĂƚĞƌZĞƐŽƵƌĐĞƐŽŶƚƌŽůŽĂƌĚǁĞďƐŝƚĞʹ ŚƚƚƉ͗ͬͬǁǁǁ͘ǁĂƚĞƌďŽĂƌĚƐ͘ĐĂ͘ŐŽǀͬƐĂŶƚĂĂŶĂͬǁĂƚĞƌͺŝƐƐ ƵĞƐͬƉƌŽŐƌĂŵƐͬƚŵĚůͬŝŶĚĞdž͘ƐŚƚŵů džƉĞĐƚĞĚƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶŝŶĐůƵĚĞŚĞĂǀLJŵĞƚĂůƐ͕ŽƌŐĂŶŝĐĐŽŵƉŽƵŶĚƐ͕ ƚƌĂƐŚͬĚĞďƌŝƐĂŶĚŽŝůͬŐƌĞĂƐĞ͘WŽƚĞŶƚŝĂůƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶŝŶĐůƵĚĞďĂĐƚĞƌŝĂ ǀŝƚƵƐ͕ŶƵƚƌŝĞŶƚƐ͕ƉĞƐƚŝĐŝĚĞƐ͕ƐĞĚŝŵĞŶƚƐ͕ĂŶĚŽdžLJŐĞŶĚĞŵĂŶĚŝŶŐƐƵďƐƚĂŶĐĞƐ͘ dŚĞƌĞŝƐŶŽĞǀŝĚĞŶĐĞƚŽƐƵŐŐĞƐƚƚŚĂƚĂŶLJŽƚŚĞƌƉŽůůƵƚĂŶƚƐǁŝůůďĞƉƌŽĚƵĐĞĚ ĨƌŽŵƚŚĞƉƌŽũĞĐƚƐŝƚĞŽƚŚĞƌƚŚĂŶƚŚĞƐĞ ϯϬϯ;ĚͿůŝƐƚĞĚŝŵƉĂŝƌŵĞŶƚ ^ĂŶƚĂŶĂZŝǀĞƌZĞĂĐŚϯ͗WĂƚŚŽŐĞŶƐ͕DĞƚĂůƐ;ĐŽƉƉĞƌΘůĞĂĚͿ 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•‹‰‹ˆ‹…ƒ–”‡†‡˜‡Ž‘’‡–’”‘Œ‡…–•ǤŠ‡’”‡’ƒ”‡”•Šƒ˜‡ƒŽ•‘”‡˜‹‡™‡†–Š‡•’‡…‹ˆ‹…”‡“—‹”‡†ˆ‘”’”‘Œ‡…–ƒ• •’‡…‹ˆ‹‡†‹ ‘”•͠Ǥ͝Ǧ͝ƒ†͠Ǥ͝Ǧ͞ǤŽŽƒ’’Ž‹…ƒ„Ž‡‘Ǧ•–”—…–—”ƒŽƒ†•–”—…–—”ƒŽ•‘—”…‡…‘–”‘Ž•ŠƒŽŽ„‡ ‹’Ž‡‡–‡†‹–Š‡’”‘Œ‡…–Ǥ dd D η  Ϯ Ϭ ϳ Ϭ ϰ tĂ ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ů Ă Ŷ  ; t Y D W Ϳ  ϰ Ͳ ϴ &Ž ƌ ŵ  ϰ ͘ ϭ Ͳ ϭ  E Ž Ŷ Ͳ ^ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  ^ Ž Ƶ ƌ Đ Ğ   Ž Ŷ ƚ ƌ Ž ů   D W Ɛ /Ě Ğ Ŷ ƚ ŝ Ĩ ŝ Ğ ƌ EĂ ŵ Ğ Ś Ğ Đ Ŭ  K Ŷ Ğ Ğ Ɛ Đ ƌ ŝ ď Ğ   D W  / ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ă ƚ ŝ Ž Ŷ  K Z ͕ ŝĨ  Ŷ Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͕  Ɛ ƚ Ă ƚ Ğ  ƌ Ğ Ă Ɛ Ž Ŷ /Ŷ Đ ů Ƶ Ě Ğ Ě EŽ ƚ Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ Eϭ Ě Ƶ Đ Ă ƚ ŝ Ž Ŷ  Ž Ĩ  W ƌ Ž Ɖ Ğ ƌ ƚ LJ  K ǁ Ŷ Ğ ƌ Ɛ ͕  d Ğ Ŷ Ă Ŷ ƚ Ɛ ĂŶ Ě  K Đ Đ Ƶ Ɖ Ă Ŷ ƚ Ɛ  Ž Ŷ  ^ ƚ Ž ƌ ŵ ǁ Ă ƚ Ğ ƌ   D W Ɛ Wƌ Ă Đ ƚ ŝ Đ Ă ů  Ğ Ě Ƶ Đ Ă ƚ ŝ Ž Ŷ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů Ɛ  ǁ ŝ ů ů  ď Ğ  Ɖ ƌ Ž ǀ ŝ Ě Ğ Ě  ƚ Ž  Ɖ ƌ Ž Ɖ Ğ ƌ ƚ LJ  Ž ǁ Ŷ Ğ ƌ  Ă Ŷ Ě   Ă Ɛ Ɛ ŝ Ő Ŷ Ğ Ě  , K   Ă Ŷ Ě DĂ ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ  Ɛ ƚ Ă Ĩ Ĩ Ɛ  Đ Ž ǀ Ğ ƌ ŝ Ŷ Ő  ǀ Ă ƌ ŝ Ž Ƶ Ɛ  ǁ Ă ƚ Ğ ƌ  Ƌ Ƶ Ă ů ŝ ƚ LJ  ŝ Ɛ Ɛ Ƶ Ğ Ɛ  ƚ Ś Ă ƚ  ǁ ŝů ů  Ŷ Ğ Ğ Ě  ƚ Ž  ď Ğ  Ă Ě Ě ƌ Ğ Ɛ Ɛ Ğ Ě ŽŶ  ƚ Ś Ğ ŝ ƌ  Ɛ Ɖ Ğ Đ ŝ Ĩ ŝ Đ  Ɛ ŝ ƚ Ğ ͘  d Ś Ğ Ɛ Ğ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů Ɛ  ǁ ŝ ů ů  ŝ Ŷ Đ ů Ƶ Ě Ğ  Ő Ğ Ŷ Ğ ƌ Ă ů  Ɖ ƌ ĂĐ ƚ ŝ Đ Ğ Ɛ  ƚ Ś Ă ƚ  Đ Ž Ŷ ƚ ƌ ŝ ď Ƶ ƚ Ğ  ƚ Ž ƚŚ Ğ  Ɖ ƌ Ž ƚ Ğ Đ ƚ ŝ Ž Ŷ  Ž Ĩ  Ɛ ƚ Ž ƌ ŵ  ǁ Ă ƚ Ğ ƌ  Ƌ Ƶ Ă ů ŝ ƚ LJ  Ă Ŷ Ě   D W ͛ Ɛ  ƚ Ś Ă ƚ  Ğ ů ŝ ŵ ŝ Ŷ Ă ƚ Ğ  Žƌ  ƌ Ğ Ě Ƶ Đ Ğ  Ɖ Ž ů ů Ƶ ƚ ŝ Ž Ŷ ĚƵ ƌ ŝ Ŷ Ő  Ɖ ƌ Ž Ɖ Ğ ƌ ƚ LJ  ŝ ŵ Ɖ ƌ Ž ǀ Ğ ŵ Ğ Ŷ ƚ Ɛ ͘  d Ś Ğ  Ě Ğ ǀ Ğ ů Ž Ɖ Ğ ƌ  ǁ ŝ ů ů  ƌ Ğ Ƌ Ƶ Ğ Ɛ ƚ  ƚ Ś Ğ Ɛ Ğ  ŵĂ ƚ Ğ ƌ ŝ Ă ů Ɛ  ŝ Ŷ  ǁ ƌ ŝ ƚ ŝ Ŷ Ő  Ă ƚ ůĞ Ă Ɛ ƚ  ϯ Ϭ  Ě Ă LJ Ɛ  Ɖ ƌ ŝ Ž ƌ  ƚ Ž  ŝ Ŷ ƚ Ğ Ŷ Ě Ğ Ě  Ě ŝ Ɛ ƚ ƌ ŝ ď Ƶ ƚ ŝ Ž Ŷ  Ă Ŷ Ě  ǁ ŝ ů ů  ƚ Ś Ğ Ŷ  ď Ğ  ƌ ĞƐ Ɖ Ž Ŷ Ɛ ŝ ď ů Ğ  Ĩ Ž ƌ  Ɖ Ƶ ď ů ŝ Đ Ă ƚ ŝ Ž Ŷ ĂŶ Ě  Ě ŝ Ɛ ƚ ƌ ŝ ď Ƶ ƚ ŝ Ž Ŷ ͘ EϮ  Đ ƚ ŝ ǀ ŝ ƚ LJ  Z Ğ Ɛ ƚ ƌ ŝ Đ ƚ ŝ Ž Ŷ Ɛ ZĞ Ɛ ƚ ƌ ŝ Đ ƚ ŝ Ž Ŷ Ɛ  ŵ Ă LJ  ď Ğ  Ě Ğ ǀ Ğ ů Ž Ɖ Ğ Ě  ď LJ  Ɖ ƌ Ž Ɖ Ğ ƌ ƚ LJ  Ž ǁ Ŷ Ğ ƌ ͬ , K   Ž ƌ  Ž ƚ Ś Ğ ƌ  ŵ Ğ ĐŚ Ă Ŷ ŝ Ɛ ŵ Ɛ ͘  W Ğ Ɛ ƚ ŝ Đ ŝ Ě Ğ ĂƉ Ɖ ů ŝ Đ Ă ƚ ŝ Ž Ŷ Ɛ  ǁ ŝ ů ů  ď Ğ  Ɖ Ğ ƌ Ĩ Ž ƌ ŵ Ğ Ě  ď LJ  Ă Ŷ  Ă Ɖ Ɖ ů ŝ Đ Ă ƚ Ž ƌ  Đ Ğ ƌ ƚ ŝ Ĩ ŝ Ğ Ě  ď LJ  ƚ Ś Ğ  Ă ů ŝ Ĩ Ž ƌ Ŷ ŝ Ă   Ğ Ɖ Ă ƌ ƚ ŵ Ğ Ŷ ƚ  Ž Ĩ WĞ Ɛ ƚ ŝ Đ ŝ Ě Ğ  Z Ğ Ő Ƶ ů Ă ƚ ŝ Ž Ŷ ͘  s Ğ Ś ŝ Đ ů Ğ  ǁ Ă Ɛ Ś ŝ Ŷ Ő  ǁ ŝ ů ů  ď Ğ  Ɖ ƌ Ž Ś ŝ ď ŝ ƚ Ğ Ě ͘ Eϯ > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ   D W Ɛ Đ Đ Ž ƌ Ě ŝ Ŷ Ő  ƚ Ž  ƚ Ś Ğ   Ă ů ŝ Ĩ Ž ƌ Ŷ ŝ Ă  ^ ƚ Ž ƌ ŵ ǁ Ă ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ   Ɛ Ɛ Ž Đ ŝ Ă ƚ ŝ Ž Ŷ Ɛ  ^ ƚ Ž ƌŵ ǁ Ă ƚ Ğ ƌ   Ğ Ɛ ƚ DĂ Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ƌ Ă Đ ƚ ŝ Đ Ğ  , Ă Ŷ Ě ď Ž Ž Ŭ ͕  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ  Ɖ ů Ă Ŷ Ŷ ŝ Ŷ Ő  ŝ Ɛ  ŝ ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ğ Ě ƚ Ž  ƌ Ğ Ě Ƶ Đ Ğ Őƌ Ž Ƶ Ŷ Ě ǁ Ă ƚ Ğ ƌ  Ă Ŷ Ě  Ɛ ƚ Ž ƌ ŵ  ǁ Ă ƚ Ğ ƌ  Đ Ž Ŷ ƚ Ă ŵ ŝ Ŷ Ă ƚ ŝ Ž Ŷ ͘  d Ś ŝ Ɛ  ǁ ŝ ů ů  ď Ğ  Ă Đ Đ Ž ŵ Ɖ ů ŝƐ Ś Ğ Ě  ƚ Ś ƌ Ž Ƶ Ő Ś  Ă Ŷ ŝŶ Ĩ ŝ ů ƚ ƌ Ă ƚ ŝ Ž Ŷ  Đ Ś Ă ŵ ď Ğ ƌ Ɛ ͕  Ă Ŷ Ě  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ  Ă ƌ Ğ Ă Ɛ ͘ Eϰ  D W  D Ă ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ ^Ğ Ğ  Ɛ Ğ Đ ƚ ŝ Ž Ŷ  ϱ ͕  d Ă ď ů Ğ  ϱ ͘ ϭ  Ĩ Ž ƌ  Ě Ğ ƚ Ă ŝ ů Ɛ  Ž Ŷ   D W  ŵ Ă ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ Eϱ dŝ ƚ ů Ğ  Ϯ Ϯ    Z   Ž ŵ Ɖ ů ŝ Ă Ŷ Đ Ğ ;, Ž ǁ  Ě Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ  ǁ ŝ ů ů  Đ Ž ŵ Ɖ ů LJ Ϳ EŽ ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͘  E Ž  Ś Ă nj Ă ƌ Ě Ž Ƶ Ɛ  ǁ Ă Ɛ ƚ Ğ  Ž Ŷ Ɛ ŝ ƚ Ğ Eϲ > Ž Đ Ă ů  t Ă ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  K ƌ Ě ŝ Ŷ Ă Ŷ Đ Ğ Ɛ Ž ŵ Ɖ ů LJ  ǁ ŝ ƚ Ś  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ  ů Ž Đ Ă ů  ǁ Ă ƚ Ğ ƌ  Ƌ Ƶ Ă ů ŝ ƚ LJ  Ž ƌ Ě ŝ Ŷ Ă Ŷ Đ Ğ Ɛ ͘ Eϳ ^ Ɖ ŝ ů ů   Ž Ŷ ƚ ŝ Ŷ Ő Ğ Ŷ Đ LJ  W ů Ă Ŷ EŽ ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͘  Z Ğ Ɛ ŝ Ě Ğ Ŷ ƚ ŝ Ă ů  W ƌ Ž Ɖ Ğ ƌ ƚ LJ Eϴ h Ŷ Ě Ğ ƌ Ő ƌ Ž Ƶ Ŷ Ě  ^ ƚ Ž ƌ Ă Ő Ğ  d Ă Ŷ Ŭ   Ž ŵ Ɖ ů ŝ Ă Ŷ Đ Ğ EŽ  Ƶ Ŷ Ě Ğ ƌ Ő ƌ Ž Ƶ Ŷ Ě  Ɛ ƚ Ž ƌ Ă Ő Ğ  ƚ Ă Ŷ Ŭ  Ž Ŷ  ƚ Ś Ğ  Ɛ ŝ ƚ Ğ ͘ □ □ □ □ ~ □ □ ~ ~ ~ ~ ~ □ ~ ~ □ dd D η  Ϯ Ϭ ϳ Ϭ ϰ tĂ ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ů Ă Ŷ  ; t Y D W Ϳ  ϰ Ͳ ϵ &Ž ƌ ŵ  ϰ ͘ ϭ Ͳ ϭ  E Ž Ŷ Ͳ ^ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  ^ Ž Ƶ ƌ Đ Ğ   Ž Ŷ ƚ ƌ Ž ů   D W Ɛ Eϵ ,Ă nj Ă ƌ Ě Ž Ƶ Ɛ  D Ă ƚ Ğ ƌ ŝ Ă ů Ɛ   ŝ Ɛ Đ ů Ž Ɛ Ƶ ƌ Ğ Ž ŵ Ɖ ů ŝ Ă Ŷ Đ Ğ EŽ  Ś Ă nj Ă ƌ Ě Ž Ƶ Ɛ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů Ɛ  ŝ Ŷ  ƚ Ś Ğ  Ɛ ŝ ƚ Ğ ͘ &Ž ƌ ŵ  ϰ ͘ ϭ Ͳ ϭ  E Ž Ŷ Ͳ ^ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  ^ Ž Ƶ ƌ Đ Ğ   Ž Ŷ ƚ ƌ Ž ů   D W Ɛ /Ě Ğ Ŷ ƚ ŝ Ĩ ŝ Ğ ƌ EĂ ŵ Ğ Ś Ğ Đ Ŭ  K Ŷ Ğ Ğ Ɛ Đ ƌ ŝ ď Ğ   D W  / ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ă ƚ ŝ Ž Ŷ  K Z ͕ ŝĨ  Ŷ Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͕  Ɛ ƚ Ă ƚ Ğ  ƌ Ğ Ă Ɛ Ž Ŷ /Ŷ Đ ů Ƶ Ě Ğ Ě EŽ ƚ Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ Eϭ Ϭ h Ŷ ŝ Ĩ Ž ƌ ŵ  & ŝ ƌ Ğ   Ž Ě Ğ  / ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ă ƚ ŝ Ž Ŷ Ž ŵ Ɖ ů ŝ Ă Ŷ Đ Ğ  ǁ ŝ ƚ Ś   ƌ ƚ ŝ Đ ů Ğ  ϴ Ϭ  Ž Ĩ  ƚ Ś Ğ  h Ŷ ŝ Ĩ Ž ƌ ŵ  & ŝ ƌ Ğ   Ž Ě Ğ  Ğ Ŷ Ĩ Ž ƌ Đ Ğ Ě  ď LJ ƚ Ś Ğ  Ĩ ŝ ƌ Ğ  Ɖ ƌ Ž ƚ Ğ Đ ƚ ŝ Ž Ŷ ĂŐ Ğ Ŷ Đ LJ ͘ Eϭ ϭ > ŝ ƚ ƚ Ğ ƌ ͬ  Ğ ď ƌ ŝ Ɛ   Ž Ŷ ƚ ƌ Ž ů  W ƌ Ž Ő ƌ Ă ŵ tŝ ů ů  ď Ğ  ƌ Ğ Ɛ Ɖ Ž Ŷ Ɛ ŝ ď ů Ğ  ď LJ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ ƌ  Đ Ž Ŷ ƚ ƌ Ă Đ ƚ Ž ƌ  Ă Ɛ Ɛ ŝ Ő Ŷ Ğ Ě  ď LJ  K ǁ Ŷ Ğ ƌ ͬ , K  ͘  > ŝ ƚ ƚ Ğ ƌ ͬ Ě Ğ ď ƌ ŝ Ɛ ĐŽ Ŷ ƚ ƌ Ž ů  Ž Ŷ Đ Ğ  Ğ ǀ Ğ ƌ LJ  ƚ ǁ Ž  ǁ Ğ Ğ Ŭ Ɛ ͘ Eϭ Ϯ  ŵ Ɖ ů Ž LJ Ğ Ğ  d ƌ Ă ŝ Ŷ ŝ Ŷ Ő ' Ă ƌ Ě Ğ Ŷ Ğ ƌ Ɛ  Ă Ŷ Ě  Ž ƚ Ś Ğ ƌ  ŵ Ă ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ  Ɛ ƚ Ă Ĩ Ĩ  ǁ ŝ ů ů  Ś Ă ǀ Ğ  ƚ ƌ Ă ŝ Ŷ ŝ Ŷ Ő  ƌ Ğ Ő Ă ƌ Ě ŝ Ŷ Ő  ƚ Ś Ğ  ů Ž Đ Ă ƚ ŝ Ž Ŷ  Ă Ŷ Ě ŵĂ ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ  Ž Ĩ  ƚ Ś Ğ   D W Ɛ ͘ Eϭ ϯ , Ž Ƶ Ɛ Ğ Ŭ Ğ Ğ Ɖ ŝ Ŷ Ő  Ž Ĩ  > Ž Ă Ě ŝ Ŷ Ő   Ž Đ Ŭ Ɛ EŽ ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ Eϭ ϰ  Ă ƚ Đ Ś   Ă Ɛ ŝ Ŷ  / Ŷ Ɛ Ɖ Ğ Đ ƚ ŝ Ž Ŷ  W ƌ Ž Ő ƌ Ă ŵ 'ƌ Ă ƚ Ğ  ŝ Ŷ ů Ğ ƚ Ɛ  ǁ ŝ ů ů  ď Ğ  ŝ Ŷ Ɛ Ɖ Ğ Đ ƚ Ğ Ě  Ă  ŵ ŝ Ŷ ŝ ŵ Ƶ ŵ  Ž Ĩ  Ž Ŷ Đ Ğ  Ğ ǀ Ğ ƌ LJ  ƚ Ś ƌ Ğ Ğ  ŵ Ž Ŷƚ Ś Ɛ  Ě Ƶ ƌ ŝ Ŷ Ő  ƚ Ś Ğ  Ě ƌ LJ ƐĞ Ă Ɛ Ž Ŷ  Ă Ŷ Ě  Ă  ŵ ŝ Ŷ ŝ ŵ Ƶ ŵ  Ž Ĩ  Ž Ŷ Đ Ğ  Ğ ǀ Ğ ƌ LJ  ƚ ǁ Ž  ŵ Ž Ŷ ƚ Ś Ɛ  Ě Ƶ ƌ ŝ Ŷ Ő  ƚ Ś Ğ  ƌ Ă ŝ Ŷ LJ  ƐĞ Ă Ɛ Ž Ŷ ͘ Eϭ ϱ sĂ Đ Ƶ Ƶ ŵ  ^ ǁ Ğ Ğ Ɖ ŝ Ŷ Ő  Ž Ĩ  W ƌ ŝ ǀ Ă ƚ Ğ  ^ ƚ ƌ Ğ Ğ ƚ Ɛ  Ă Ŷ Ě WĂ ƌ Ŭ ŝ Ŷ Ő  > Ž ƚ Ɛ ^ƚ ƌ Ğ Ğ ƚ Ɛ  Ă Ŷ Ě  Ě ƌ ŝ ǀ Ğ ǁ Ă LJ Ɛ  ǁ ŝ ů ů  ď Ğ  ǀ Ă Đ Ƶ Ƶ ŵ  Ɛ ǁ Ğ Ğ Ɖ  ď LJ  ƚ Ś Ğ  ď LJ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ ƌ  Đ Ž Ŷ ƚ ƌ Ă Đ ƚ Ž ƌ  Ă Ɛ Ɛ ŝ Ő Ŷ Ğ Ě ďLJ  K ǁ Ŷ Ğ ƌ ͬ , K  ͘  ƚ  Ă  ŵ ŝ Ŷ ŝ ŵ Ƶ ŵ  Ă ů ů  Ɖ Ă ǀ Ğ Ě  Ă ƌ Ğ Ă Ɛ  Ɛ Ś Ă ů ů  ď Ğ  Ɛ ǁ Ğ Ɖ ƚ ͕  ŝ Ŷ  ů Ă ƚ Ğ  Ɛ Ƶ ŵ ŵ Ğ ƌ  Ž ƌ  Ğ Ă ƌ ů LJ  Ĩ Ă ů ů ͘  W ƌ ŝ Ž ƌ  ƚ Ž  ƚ Ś Ğ Ɛƚ Ă ƌ ƚ  Ž Ĩ  ƚ Ś Ğ  ƌ Ă ŝ Ŷ LJ  Ɛ Ğ Ă Ɛ Ž Ŷ ͘ Eϭ ϲ Kƚ Ś Ğ ƌ  E Ž Ŷ Ͳ Ɛ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  D Ğ Ă Ɛ Ƶ ƌ Ğ Ɛ  Ĩ Ž ƌ  W Ƶ ď ů ŝ Đ Ő Ğ Ŷ Đ LJ  W ƌ Ž ũ Ğ Đ ƚ Ɛ EŽ ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ~ □ □ □ ~ □ □ ~ □ ~ ~ ~ □ ~ ~ □ dd D η  Ϯ Ϭ ϳ Ϭ ϰ tĂ ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ů Ă Ŷ  ; t Y D W Ϳ ϰͲ ϭ Ϭ Eϭ ϳ Ž ŵ Ɖ ů LJ  ǁ ŝ ƚ Ś  Ă ů ů  Ž ƚ Ś Ğ ƌ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ  E W   ^ ƉĞ ƌ ŵ ŝ ƚ Ɛ EW   ^  Ɖ Ğ ƌ ŵ ŝ ƚ  Ĩ Ž ƌ  Ɛ ƚ Ž ƌ ŵ ǁ Ă ƚ Ğ ƌ  Ě ŝ Ɛ Đ Ś Ă ƌ Ő Ğ Ɛ  ; K Z   Z  E K х    ^  Ϭ Ϭ Ϭ Ϭ Ϭ Ϯ Ϳ  ǁ ŝů ů  ď Ğ  ƌ Ƌ Ƶ ŝ ƌ Ğ Ě ͘ dd D η  Ϯ Ϭ ϳ Ϭ ϰ tĂ ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ů Ă Ŷ  ; t Y D W Ϳ ϰͲ ϭ ϭ &Ž ƌ ŵ  ϰ ͘ ϭ Ͳ Ϯ  ^ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  ^ Ž Ƶ ƌ Đ Ğ   Ž Ŷ ƚ ƌ Ž ů   D W Ɛ /Ě Ğ Ŷ ƚ ŝ Ĩ ŝ Ğ ƌ EĂ ŵ Ğ Ś Ğ Đ Ŭ  K Ŷ Ğ Ğ Ɛ Đ ƌ ŝ ď Ğ   D W  / ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ă ƚ ŝ Ž Ŷ  K Z ͕ /Ĩ  Ŷ Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͕  Ɛ ƚ Ă ƚ Ğ  ƌ Ğ Ă Ɛ Ž Ŷ /Ŷ Đ ů Ƶ Ě Ğ Ě EŽ ƚ Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ Wƌ Ž ǀ ŝ Ě Ğ  Ɛ ƚ Ž ƌ ŵ  Ě ƌ Ă ŝ Ŷ  Ɛ LJ Ɛ ƚ Ğ ŵ  Ɛ ƚ Ğ Ŷ Đ ŝ ů ů ŝ Ŷ Ő  Ă Ŷ Ě  Ɛ ŝ Ő Ŷ Ă Ő Ğ ;  ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϭ ϯ Ϳ ^ƚ Ž ƌ ŵ  Ě ƌ Ă ŝ Ŷ  Ɛ ƚ Ğ Ŷ Đ ŝ ů Ɛ  Ž ƌ  Ɛ ŝ Ő Ŷ Ă Ő Ğ  Ɖ ƌ Ž Ś ŝ ď ŝ ƚ ŝ Ŷ Ő  Ě Ƶ ŵ Ɖ ŝ Ŷ Ő  Ă Ŷ Ě  Ě ŝ Ɛ Đ Ś Ă ƌ ŐĞ  Ž Ĩ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů Ɛ ;͞ E Ž   Ƶ ŵ Ɖ ŝ Ŷ Ő  ʹ   ƌ Ă ŝ Ŷ Ɛ  ƚ Ž  K Đ Ğ Ă Ŷ ͟ Ϳ  Ɛ Ś Ă ů ů  ď Ğ  Ɖ ƌ Ž ǀ ŝ Ě Ğ Ě  Ă Ě ũ Ă Đ Ğ Ŷ ƚ  ƚ Ž  ĞĂ Đ Ś  Ž Ĩ  ƚ Ś Ğ Ɖƌ Ž ũ Ğ Đ ƚ ͛ Ɛ  Ɖ ƌ Ž Ɖ Ž Ɛ Ğ Ě  ŝ Ŷ ů Ğ ƚ Ɛ ͘  d Ś Ğ  Ɛ ƚ Ğ Ŷ Đ ŝ ů Ɛ  Ɛ Ś Ă ů ů  ď Ğ  ŝ Ŷ Ɛ Ɖ Ğ Đ ƚ Ğ Ě  Ă Ŷ Ě  ƌĞ Ͳ Ɛ ƚ Ğ Ŷ Đ ŝ ů Ğ Ě  Ă Ɛ ŶĞ Ğ Ě Ğ Ě  ƚ Ž  ŵ Ă ŝ Ŷ ƚ Ă ŝ Ŷ  ů Ğ Ő ŝ ď ŝ ů ŝ ƚ LJ ͘ ^Ϯ Ğ Ɛ ŝ Ő Ŷ  Ă Ŷ Ě  Đ Ž Ŷ Ɛ ƚ ƌ Ƶ Đ ƚ  Ž Ƶ ƚ Ě Ž Ž ƌ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů  Ɛ ƚ Ž ƌ Ă Ő Ğ Ăƌ Ğ Ă Ɛ  ƚ Ž  ƌ Ğ Ě Ƶ Đ Ğ  Ɖ Ž ů ů Ƶ ƚ ŝ Ž Ŷ  ŝ Ŷ ƚ ƌ Ž Ě Ƶ Đ ƚ ŝ Ž Ŷ  ;   ^ Y  EĞ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ ϰ Ϳ EŽ  ŵ Ă ƚ Ğ ƌ ŝ Ă ů  Ɛ ƚ Ž ƌ Ă Ő Ğ Ɛ  Ă ƌ Ğ Ă Ɛ  ŝ Ŷ  ƚ Ś Ğ  Ɖ ƌ Ž ũ Ğ Đ ƚ ^ϯ Ğ Ɛ ŝ Ő Ŷ  Ă Ŷ Ě  Đ Ž Ŷ Ɛ ƚ ƌ Ƶ Đ ƚ  ƚ ƌ Ă Ɛ Ś  Ă Ŷ Ě  ǁ Ă Ɛ ƚ Ğ  Ɛ ƚ Ž ƌ Ă Ő Ğ Ăƌ Ğ Ă Ɛ  ƚ Ž  ƌ Ğ Ě Ƶ Đ Ğ  Ɖ Ž ů ů Ƶ ƚ ŝ Ž Ŷ  ŝ Ŷ ƚ ƌ Ž Ě Ƶ Đ ƚ ŝ Ž Ŷ  ;   ^ Y  EĞ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ Ϯ Ϳ EŽ  ƚ ƌ Ă Ɛ Ś  Ă Ŷ Ě  ǁ Ă Ɛ ƚ Ğ  Ɛ ƚ Ž ƌ Ă Ő Ğ  Ă ƌ Ğ Ă Ɛ  Ă ƌ Ğ  Ɖ ƌ Ž Ɖ Ž Ɛ Ğ Ě  Ž Ŷ  ƚ Ś Ğ  Ɖ ƌ Ž ũ Ğ Đ ƚ ͘ ^ϰ hƐ Ğ  Ğ Ĩ Ĩ ŝ Đ ŝ Ğ Ŷ ƚ  ŝ ƌ ƌ ŝ Ő Ă ƚ ŝ Ž Ŷ  Ɛ LJ Ɛ ƚ Ğ ŵ Ɛ  Θ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ ĚĞ Ɛ ŝ Ő Ŷ ͕  ǁ Ă ƚ Ğ ƌ  Đ Ž Ŷ Ɛ Ğ ƌ ǀ Ă ƚ ŝ Ž Ŷ ͕  Ɛ ŵ Ă ƌ ƚ  Đ Ž Ŷ ƚ ƌ Ž ů ů Ğ ƌ Ɛ ͕  Ă Ŷ Ě ƐŽ Ƶ ƌ Đ Ğ  Đ Ž Ŷ ƚ ƌ Ž ů  ; ^ ƚ Ă ƚ Ğ ǁ ŝ Ě Ğ  D Ž Ě Ğ ů  > Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ Kƌ Ě ŝ Ŷ Ă Ŷ Đ Ğ ͖    ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W ,Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϭ Ϯ Ϳ /Ŷ  Đ Ž Ŷ ũ Ƶ Ŷ Đ ƚ ŝ Ž Ŷ  ǁ ŝ ƚ Ś  ƌ Ž Ƶ ƚ ŝ Ŷ Ğ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ ŝ Ŷ Ő  ŵ Ă ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ  Ă Đ ƚ ŝ ǀ ŝ ƚ ŝ Ğ Ɛ ͕ ŝ Ŷ Ɛ Ɖ Ğ Đ ƚ  ŝ ƌ ƌ ŝ Ő Ă ƚ ŝ Ž Ŷ ĨŽ ƌ  Ɛ ŝ Ő Ŷ Ɛ  Ž Ĩ  ů Ğ Ă Ŭ Ɛ ͕  Ž ǀ Ğ ƌ Ɛ Ɖ ƌ Ă LJ  Ă Ŷ Ě  ƌ Ğ Ɖ Ă ŝ ƌ  Ž ƌ  Ă Ě ũ Ƶ Ɛ ƚ  Ă Đ Đ Ž ƌ Ě ŝ Ŷ Ő ů LJ ͘   Ě ũ Ƶ Ɛ ƚ  Ɛ LJ Ɛ ƚ Ğ ŵ  Đ LJ Đ ů Ğ ƚŽ  Ă Đ Đ Ž ŵ ŵ Ž Ě Ă ƚ Ğ  Ɛ Ğ Ă Ɛ Ž Ŷ Ă ů  Ĩ ů Ƶ Đ ƚ Ƶ Ă ƚ ŝ Ž Ŷ Ɛ  ŝ Ŷ  ǁ Ă ƚ Ğ ƌ  Ě Ğ ŵ Ă Ŷ Ě  Ă Ŷ Ě  ƚ Ğ ŵ Ɖ Ğ ƌ Ă ƚ Ƶ ƌ Ğ Ɛ ͘   Ŷ Ɛ Ƶ ƌ Ğ ƵƐ Ğ  Ž Ĩ  Ŷ Ă ƚ ŝ ǀ Ğ  Ž ƌ  Ě ƌ Ž Ƶ Ő Ś ƚ  ƚ Ž ů Ğ ƌ Ă Ŷ ƚ ͬ Ŷ Ž Ŷ Ͳ ŝ Ŷ ǀ Ă Ɛ ŝ ǀ Ğ  Ɖ ů Ă Ŷ ƚ  Ɛ Ɖ Ğ Đ ŝ Ğ Ɛ  ƚ Ž ŵ ŝ Ŷ ŝ ŵ ŝ nj Ğ  ǁ Ă ƚ Ğ ƌ ĐŽ Ŷ Ɛ Ƶ ŵ Ɖ ƚ ŝ Ž Ŷ ͘ ^ϱ &ŝ Ŷ ŝ Ɛ Ś  Ő ƌ Ă Ě Ğ  Ž Ĩ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ Ě  Ă ƌ Ğ Ă Ɛ  Ă ƚ  Ă  ŵ ŝ Ŷ ŝ ŵ Ƶ ŵ  Ž Ĩ ϭͲ Ϯ  ŝ Ŷ Đ Ś Ğ Ɛ  ď Ğ ů Ž ǁ  ƚ Ž Ɖ  Ž Ĩ  Đ Ƶ ƌ ď ͕  Ɛ ŝ Ě Ğ ǁ Ă ů Ŭ ͕  Ž ƌ ƉĂ ǀ Ğ ŵ Ğ Ŷ ƚ EĞ ǁ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ Ğ Ě  Ă ƌ Ğ Ă Ɛ  ǁ ŝ ů ů  ď Ğ  Đ Ž Ŷ Ɛ ƚ ƌ Ƶ Đ ƚ Ğ Ě  Ă ƚ  Ă  ŵ ŝ Ŷ ŝ ŵ Ƶ ŵ  Ž Ĩ  ϭ  ŝ Ŷ Đ Ś ď Ğ ů Ž ǁ  Ğ dž ŝ Ɛ ƚ ŝ Ŷ Ő ƉĂ ǀ Ğ Ě  Ă ƌ Ğ Ă Ɛ ͘  E Ž ƚ Ğ Ɛ  Ă Ŷ Ě  Ě Ğ ƚ Ă ŝ ů Ɛ  ǁ ŝ ů ů  ď Ğ  Ɖ ƌ Ž ǀ ŝ Ě Ğ Ě  ŝ Ŷ  Ő ƌ Ă Ě ŝ Ŷ Ő  Ɖ ů Ă Ŷ Ɛ͘ ^ϲ Wƌ Ž ƚ Ğ Đ ƚ  Ɛ ů Ž Ɖ Ğ Ɛ  Ă Ŷ Ě  Đ Ś Ă Ŷ Ŷ Ğ ů Ɛ  Ă Ŷ Ě  Ɖ ƌ Ž ǀ ŝ Ě Ğ  Ğ Ŷ Ğ ƌ Ő LJ Ěŝ Ɛ Ɛ ŝ Ɖ Ă ƚ ŝ Ž Ŷ  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W ,Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϭ Ϭ Ϳ EŽ ƚ   Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͘  E Ž  ^ ů Ž Ɖ Ğ Ɛ ͬ Đ Ś Ă Ŷ Ŷ Ğ ů  Ž Ŷ Ɛ ŝ ƚ Ğ ^ϳ Ž ǀ Ğ ƌ Ğ Ě  Ě Ž Đ Ŭ  Ă ƌ Ğ Ă Ɛ  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ ϭ Ϳ  ǀ Ž ŝ Ě  Ě ŝ Ɛ ƚ Ƶ ƌ ď Ă Ŷ Đ Ğ  Ž Ĩ  ƚ Ś Ğ  ŝ Ŷ Ĩ ŝ ů ƚ ƌ Ă ƚ ŝ Ž Ŷ ͬ ƌ Ğ ƚ Ğ Ŷ ƚ ŝ Ž Ŷ  ď Ă Ɛ ŝ Ŷ Ɛ ͕  Ă Ŷ Ě  ŝ Ŷ ůĞ ƚ ͬ Ž Ƶ ƚ ů Ğ ƚ  Ɖ ŝ Ɖ Ğ Ɛ  ǁ ŝ ů ů ŚĂ ǀ Ğ  Ğ Ŷ Ğ ƌ Ő LJ  Ě ŝ Ɛ Ɛ ŝ Ɖ Ă ƚ ŝ Ž Ŷ ͘ ^ϴ Ž ǀ Ğ ƌ Ğ Ě  ŵ Ă ŝ Ŷ ƚ Ğ Ŷ Ă Ŷ Đ Ğ  ď Ă LJ Ɛ  ǁ ŝ ƚ Ś  Ɛ Ɖ ŝ ů ů  Đ Ž Ŷ ƚ Ă ŝ Ŷ ŵ Ğ Ŷ ƚ Ɖů Ă Ŷ Ɛ  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ ^ Ͳ ϯ ϭ Ϳ EŽ  Đ Ž ǀ Ğ ƌ Ğ Ě  Ě Ž Đ Ŭ  Ă ƌ Ğ Ă Ɛ ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϵ sĞ Ś ŝ Đ ů Ğ  ǁ Ă Ɛ Ś  Ă ƌ Ğ Ă Ɛ  ǁ ŝ ƚ Ś  Ɛ Ɖ ŝ ů ů  Đ Ž Ŷ ƚ Ă ŝ Ŷ ŵ Ğ Ŷ ƚ  Ɖ ů Ă Ŷ Ɛ ;  ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ ϯ Ϳ EŽ ƚ   Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͕  Z Ğ Ɛ ŝ Ě Ğ Ŷ ƚ ŝ Ă ů  W ƌ Ž Ɖ Ğ ƌ ƚ LJ □ ~ ~ □ □ ~ ~ ~ ~ ~ □ □ ~ ~ □ □ □ □ dd D η  Ϯ Ϭ ϳ Ϭ ϰ tĂ ƚ Ğ ƌ  Y Ƶ Ă ů ŝ ƚ LJ  D Ă Ŷ Ă Ő Ğ ŵ Ğ Ŷ ƚ  W ů Ă Ŷ  ; t Y D W Ϳ ϰͲ ϭ Ϯ ^ϭ Ϭ Ž ǀ Ğ ƌ Ğ Ě  Ž Ƶ ƚ Ě Ž Ž ƌ  Ɖ ƌ Ž Đ Ğ Ɛ Ɛ ŝ Ŷ Ő  Ă ƌ Ğ Ă Ɛ  ;   ^ Y   E Ğ ǁ Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ ϲ Ϳ EŽ  Ž Ƶ ƚ Ě Ž Ž ƌ  W ƌ Ž Đ Ğ Ɛ Ɛ ŝ Ŷ Ő ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ &Ž ƌ ŵ  ϰ ͘ ϭ Ͳ Ϯ  ^ ƚ ƌ Ƶ Đ ƚ Ƶ ƌ Ă ů  ^ Ž Ƶ ƌ Đ Ğ   Ž Ŷ ƚ ƌ Ž ů   D W Ɛ /Ě Ğ Ŷ ƚ ŝ Ĩ ŝ Ğ ƌ EĂ ŵ Ğ Ś Ğ Đ Ŭ  K Ŷ Ğ Ğ Ɛ Đ ƌ ŝ ď Ğ   D W  / ŵ Ɖ ů Ğ ŵ Ğ Ŷ ƚ Ă ƚ ŝ Ž Ŷ  K Z ͕ /Ĩ  Ŷ Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ͕  Ɛ ƚ Ă ƚ Ğ  ƌ Ğ Ă Ɛ Ž Ŷ /Ŷ Đ ů Ƶ Ě Ğ Ě EŽ ƚ Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ ϭ Ƌ Ƶ ŝ Ɖ ŵ Ğ Ŷ ƚ  ǁ Ă Ɛ Ś  Ă ƌ Ğ Ă Ɛ  ǁ ŝ ƚ Ś  Ɛ Ɖ ŝ ů ů  Đ Ž Ŷ ƚ Ă ŝ Ŷ ŵ Ğ Ŷ ƚ Ɖů Ă Ŷ Ɛ  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ ^ Ͳ ϯ ϯ Ϳ EŽ  Ğ Ƌ Ƶ ŝ Ɖ ŵ Ğ Ŷ ƚ  ǁ Ă Ɛ Ś  Ă ƌ Ğ Ă Ɛ ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ Ϯ &Ƶ Ğ ů ŝ Ŷ Ő  Ă ƌ Ğ Ă Ɛ  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W ,Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ Ϭ Ϳ EŽ  & Ƶ Ğ ů ŝ Ŷ Ő   ƌ Ğ Ă Ɛ ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ ϯ ,ŝ ů ů Ɛ ŝ Ě Ğ  ů Ă Ŷ Ě Ɛ Đ Ă Ɖ ŝ Ŷ Ő  ;   ^ Y   E Ğ ǁ   Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϭ Ϭ Ϳ EŽ  , ŝ ů ů Ɛ ŝ Ě Ğ  > Ă Ŷ Ě Ɛ Đ Ă Ɖ ŝ Ŷ Ő ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ ϰ t Ă Ɛ Ś  ǁ Ă ƚ Ğ ƌ  Đ Ž Ŷ ƚ ƌ Ž ů  Ĩ Ž ƌ  Ĩ Ž Ž Ě  Ɖ ƌ Ğ Ɖ Ă ƌ Ă ƚ ŝ Ž Ŷ  Ă ƌ Ğ Ă Ɛ EŽ  Ĩ Ž Ž Ě  W ƌ Ğ Ɖ Ă ƌ Ă ƚ ŝ Ž Ŷ ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ^ϭ ϱ Ž ŵ ŵ Ƶ Ŷ ŝ ƚ LJ  Đ Ă ƌ  ǁ Ă Ɛ Ś  ƌ Ă Đ Ŭ Ɛ  ;   ^ Y   E Ğ ǁ Ğ ǀ Ğ ů Ž Ɖ ŵ Ğ Ŷ ƚ   D W  , Ă Ŷ Ě ď Ž Ž Ŭ  ^  Ͳ ϯ ϯ Ϳ EŽ   Ž ŵ ŵ Ƶ Ŷ ŝ ƚ LJ   Ă ƌ  t Ă Ɛ Ś ͕  E Ž ƚ  Ă Ɖ Ɖ ů ŝ Đ Ă ď ů Ğ ~ ~ ~ ~ ~ ~ □ □ □ □ □ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭϯ ϰ͘ϭ͘Ϯ WƌĞǀĞŶƚĂƚŝǀĞ>/^ŝƚĞĞƐŝŐŶWƌĂĐƚŝĐĞƐ ^ŝƚĞĚĞƐŝŐŶƉƌĂĐƚŝĐĞƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚŶĞǁ>/ƌĞƋƵŝƌĞŵĞŶƚƐŝŶƚŚĞD^ϰWĞƌŵŝƚƐŚŽƵůĚďĞĐŽŶƐŝĚĞƌĞĚŝŶ ƚŚĞĞĂƌůŝĞƐƚƉŚĂƐĞƐŽĨĂƉƌŽũĞĐƚ͘WƌĞǀĞŶƚĂƚŝǀĞƐŝƚĞĚĞƐŝŐŶƉƌĂĐƚŝĐĞƐĐĂŶƌĞƐƵůƚŝŶƐŵĂůůĞƌsĨŽƌ>/DW ĂŶĚŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶĐŽŶƚƌŽůDWďLJƌĞĚƵĐŝŶŐƌƵŶŽĨĨŐĞŶĞƌĂƚŝŽŶ͘ĞƐĐƌŝďĞƐŝƚĞĚĞƐŝŐŶĂŶĚĚƌĂŝŶĂŐĞ ƉůĂŶŝŶĐůƵĚŝŶŐ͗ ZĞĨĞƌƚŽ^ĞĐƚŝŽŶϱ͘ϮŽĨƚŚĞd'ĨŽƌtYDWĨŽƌŵŽƌĞĚĞƚĂŝůƐ͘ &Žƌŵϰ͘ϭͲϯWƌĞǀĞŶƚĂƚŝǀĞ>/^ŝƚĞĞƐŝŐŶWƌĂĐƚŝĐĞƐŚĞĐŬůŝƐƚ ^ŝƚĞĞƐŝŐŶWƌĂĐƚŝĐĞƐ /ĨLJĞƐ͕ĞdžƉůĂŝŶŚŽǁƉƌĞǀĞŶƚĂƚŝǀĞƐŝƚĞĚĞƐŝŐŶƉƌĂĐƚŝĐĞŝƐĂĚĚƌĞƐƐĞĚŝŶƉƌŽũĞĐƚƐŝƚĞƉůĂŶ͘/ĨŶŽ͕ŽƚŚĞƌ>/DWƐŵƵƐƚďĞƐĞůĞĐƚĞĚƚŽŵĞĞƚƚĂƌŐĞƚƐ DŝŶŝŵŝnjĞŝŵƉĞƌǀŝŽƵƐĂƌĞĂƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗tĞǁŝůůďƵŝůĚŵƵůƚŝƉůĞŽƉĞŶƐƉĂĐĞͬůĂŶĚƐĐĂƉĞͬƉůĂŶƚĞƌĂƌĞĂƐŝŶĂĚĚŝƚŝŽŶƚŽŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌ͘ DĂdžŝŵŝnjĞŶĂƚƵƌĂůŝŶĨŝůƚƌĂƚŝŽŶĐĂƉĂĐŝƚLJ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗ŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌǁŝůůďĞŝŵƉůĞŵĞŶƚĞĚŽŶƐŝƚĞ͘^ƵƌĨĂĐĞͬZŽŽĨĚƌĂŝŶƐǁŝůůĚŝƐĐŚĂƌŐĞƌƵŶŽĨĨ ƚŽǁĂƌĚƐůĂŶĚƐĐĂƉĞĂƌĞĂƐ͕ŝŶĚŝƌĞĐƚůLJĐŽŶŶĞĐƚŝŶŐŝŵƉĞƌǀŝŽƵƐĂƌĞĂƐďĞĨŽƌĞƌƵŶŽĨĨƌĞĂĐŚĞƐƚŚĞŽŶƐŝƚĞƐƚŽƌŵĚƌĂŝŶ͘ĞƚĂŝůǁŝůůďĞ ƉƌŽǀŝĚĞĚŝŶŐƌĂĚŝŶŐƉůĂŶƐ͘ WƌĞƐĞƌǀĞĞdžŝƐƚŝŶŐĚƌĂŝŶĂŐĞƉĂƚƚĞƌŶƐĂŶĚƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗dŚĞƐŝƚĞĐƵƌƌĞŶƚůLJĚƌĂŝŶƐƐŽƵƚŚĞĂƐƚƚŽƚŚĞŐƵƚƚĞƌŝŶ&ŽŽƚŚŝůůůǀĚ͘͘WŽƐƚĚĞǀĞůŽƉĞĚĨůŽǁǁŝůůĂůƐŽĚƌĂŝŶƚŽƚŚĞƐƚƌĞĞƚ ĂŶĚƚŽZŝĂůƚŽŚĂŶŶĞůǀŝĂƚŚĞƉƌŽƉŽƐĞĚĚƌĂŝŶĂŐĞƐLJƐƚĞŵŽŶƐŝƚĞĂŶĚĞdžŝƐƚŝŶŐŝƚLJ^ƚŽƌŵƌĂŝŶ^LJƐƚĞŵŝŶ&ŽŽƚŚŝůůůǀĚ͘dŚŝƐŝƐ ĐŽŶƐŝƐƚĞŶƚǁŝƚŚĞdžŝƐƚŝŶŐĨůŽǁƉĂƚƚĞƌŶ͘ ŝƐĐŽŶŶĞĐƚŝŵƉĞƌǀŝŽƵƐĂƌĞĂƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗/ŵƉĞƌǀŝŽƵƐĂƌĞĂƐǁŝůůĚƌĂŝŶŝŶƚŽůĂŶĚƐĐĂƉĞĚĂƌĞĂƐ͘ WƌŽƚĞĐƚĞdžŝƐƚŝŶŐǀĞŐĞƚĂƚŝŽŶĂŶĚƐĞŶƐŝƚŝǀĞĂƌĞĂƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗dŚĞƌĞĂƌĞŶŽĞŶǀŝƌŽŶŵĞŶƚĂůůLJƐĞŶƐŝƚŝǀĞƉŽƌƚŝŽŶƐŽŶƐŝƚĞĂŶĚĞdžŝƐƚŝŶŐǀĞŐĞƚĂƚŝŽŶǁŝůůďĞŬĞƉƚĂƐŵƵĐŚĂƐƉŽƐƐŝďůĞ͘ ZĞͲǀĞŐĞƚĂƚĞĚŝƐƚƵƌďĞĚĂƌĞĂƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗WĂƌƚŽĨƚŚĞĚŝƐƚƵƌďĞĚĂƌĞĂƐǁŝůůďĞƌĞǀĞŐĞĂƚĞĚƉĞƌůĂŶĚƐĐĂƉĞƉůĂŶ͘ DŝŶŝŵŝnjĞƵŶŶĞĐĞƐƐĂƌLJĐŽŵƉĂĐƚŝŽŶŝŶƐƚŽƌŵǁĂƚĞƌƌĞƚĞŶƚŝŽŶͬŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶͬƚƌĞŶĐŚĂƌĞĂƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗EŽĐŽŵƉĂĐƚŝŽŶǁŝůůďĞƉĞƌĨŽƌŵĞĚǁŝƚŚŝŶƚŚĞĂƌĞĂǁŚĞƌĞƚŚĞŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌŝƐƉƌŽƉŽƐĞĚ͘ hƚŝůŝnjĞǀĞŐĞƚĂƚĞĚĚƌĂŝŶĂŐĞƐǁĂůĞƐŝŶƉůĂĐĞŽĨƵŶĚĞƌŐƌŽƵŶĚƉŝƉŝŶŐŽƌŝŵƉĞƌǀŝŽƵƐůLJůŝŶĞĚƐǁĂůĞƐ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗ZƵŶŽĨĨǁŝůůĂůƐŽďĞŝŶƚĞƌĐĞƉƚĞĚďLJƚŚĞŽŶƚĞĐŚŝŶĨŝůƚƌĂƚŝŽŶͬĚĞƚĞŶƚŝŽŶĐŚĂŵďĞƌĂŶĚŵƵůƚŝƉůĞůĂŶĚƐĐĂƉĞĚĂƌĞĂƐ͘ EŽƚĞƐǁŝůůďĞƉƌŽǀŝĚĞĚŝŶŐƌĂĚŝŶŐƉůĂŶ͘ ^ƚĂŬĞŽĨĨĂƌĞĂƐƚŚĂƚǁŝůůďĞƵƐĞĚĨŽƌůĂŶĚƐĐĂƉŝŶŐƚŽŵŝŶŝŵŝnjĞĐŽŵƉĂĐƚŝŽŶĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͗zĞƐ EŽ džƉůĂŶĂƚŝŽŶ͗EŽĐŽŵƉĂĐƚŝŽŶǁŝůůďĞƉĞƌĨŽƌŵĞĚǁŝƚŚŝŶƚŚĞĂƌĞĂǁŚĞƌĞůĂŶĚƐĐĂƉĞĂƌĞĂƐĂƌĞƉƌŽƉŽƐĞĚEŽƚĞƐǁŝůůďĞƉƌŽǀŝĚĞĚŝŶ ŐƌĂĚŝŶŐƉůĂŶ͘ ƒƒ””ƒ–‹˜‡‘ˆ•‹–‡†‡•‹‰’”ƒ…–‹…‡•—–‹Ž‹œ‡†‘””ƒ–‹‘ƒŽ‡ˆ‘”‘–—•‹‰’”ƒ…–‹…‡• ƒƒ””ƒ–‹˜‡‘ˆŠ‘™•‹–‡’Žƒ‹…‘”’‘”ƒ–‡•’”‡˜‡–‹˜‡•‹–‡†‡•‹‰’”ƒ…–‹…‡• ƒ …Ž—†‡ƒƒ––ƒ…Š‡†‹–‡ŽƒŽƒ›‘—–™Š‹…Š•Š‘™•Š‘™’”‡˜‡–ƒ–‹˜‡•‹–‡†‡•‹‰’”ƒ…–‹…‡•ƒ”‡ ‹…Ž—†‡†‹ ~ □ ~ □ ~ □ ~ □ □ ~ ~ □ ~ □ □ ~ ~ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭϰ ϰ͘Ϯ WƌŽũĞĐƚWĞƌĨŽƌŵĂŶĐĞƌŝƚĞƌŝĂ Š‡’—”’‘•‡‘ˆ–Š‹••‡…–‹‘‘ˆ–Š‡”‘Œ‡…–‹•–‘‡•–ƒ„Ž‹•Š–ƒ”‰‡–•ˆ‘”’‘•–Ǧ†‡˜‡Ž‘’‡–Š›†”‘Ž‘‰› „ƒ•‡†‘’‡”ˆ‘”ƒ…‡…”‹–‡”‹ƒ•’‡…‹ˆ‹‡†‹–Š‡͠‡”‹–ǤŠ‡•‡–ƒ”‰‡–•‹…Ž—†‡”—‘ˆˆ˜‘Ž—‡ˆ‘”™ƒ–‡” “—ƒŽ‹–›…‘–”‘Žȋ”‡ˆ‡””‡†–‘ƒ• †‡•‹‰…ƒ’–—”‡˜‘Ž—‡Ȍǡƒ†”—‘ˆˆ˜‘Ž—‡ǡ–‹‡‘ˆ…‘…‡–”ƒ–‹‘ǡƒ† ’‡ƒ”—‘ˆˆˆ‘”’”‘–‡…–‹‘‘ˆƒ›†‘™•–”‡ƒ™ƒ–‡”„‘†›•‡‰‡–•™‹–Šƒ Ǥ ˆ–Š‡’”‘Œ‡…–Šƒ• ‘”‡–Šƒ‘‡‘—–Ž‡–ˆ‘”•–‘”™ƒ–‡””—‘ˆˆǡ–Š‡…‘’Ž‡–‡ƒ††‹–‹‘ƒŽ˜‡”•‹‘•‘ˆ –Š‡•‡ˆ‘”•ˆ‘”‡ƒ…ŠȀ‘—–Ž‡–Ǥ ‡–Š‘†•ƒ’’Ž‹‡†‹–Š‡ˆ‘ŽŽ‘™‹‰ˆ‘”•‹…Ž—†‡ǣ ƒ ‘” ‡•‹‰ƒ’–—”‡‘Ž—‡ȋȌǡ–Š‡ƒ‡”ƒ”†‹‘‘—–›–‘”™ƒ–‡””‘‰”ƒ”‡“—‹”‡• —•‡‘ˆ–Š‡͢‡–Š‘†ȋ͠‡”‹–‡…–‹‘ ǤǤ͢ƒǤ‹‹ȌȂ ‘”͠Ǥ͞Ǧ͝ ƒ ‘” ’”‡Ǧƒ†’‘•–Ǧ†‡˜‡Ž‘’‡–Š›†”‘Ž‘‰‹……ƒŽ…—Žƒ–‹‘ǡ–Š‡ƒ‡”ƒ”†‹‘‘—–›–‘”™ƒ–‡” ”‘‰”ƒ”‡“—‹”‡•–Š‡—•‡‘ˆ–Š‡ƒ–‹‘ƒŽ‡–Š‘†ȋƒ‡”ƒ”†‹‘‘—–› ›†”‘Ž‘‰›ƒ—ƒŽ‡…–‹‘ ȌǤ ‘”•͠Ǥ͞Ǧ͞–Š”‘—‰Š ‘”͠Ǥ͞Ǧ͡…ƒŽ…—Žƒ–‡Š›†”‘Ž‘‰‹…˜ƒ”‹ƒ„Ž‡•‹…Ž—†‹‰”—‘ˆˆ˜‘Ž—‡ǡ–‹‡‘ˆ …‘…‡–”ƒ–‹‘ǡƒ†’‡ƒ”—‘ˆˆˆ”‘–Š‡’”‘Œ‡…–•‹–‡’”‡Ǧƒ†’‘•–Ǧ†‡˜‡Ž‘’‡–—•‹‰–Š‡ ›†”‘Ž‘‰› ƒ—ƒŽƒ–‹‘ƒŽ‡–Š‘†ƒ’’”‘ƒ…ŠǤ ‘”’”‘Œ‡…–•‰”‡ƒ–‡”–Šƒ͢͜͠ƒ…”‡•ȋ͝Ǥ͜‹͞Ȍǡ–Š‡ƒ–‹‘ƒŽ‡–Š‘† ƒ†–Š‡•‡ˆ‘”••Š‘—Ž†‘–„‡—•‡†Ǥ ‘”•—…Š’”‘Œ‡…–•ǡ–Š‡‹– ›†”‘‰”ƒ’Š‡–Š‘†ȋƒ‡”ƒ”†‹‘ ‘—–› ›†”‘Ž‘‰›ƒ—ƒŽ‡…–‹‘Ȍ•ŠƒŽŽ„‡ƒ’’Ž‹‡†ˆ‘”Š›†”‘Ž‘‰‹……ƒŽ…—Žƒ–‹‘•ˆ‘”  ’‡”ˆ‘”ƒ…‡…”‹–‡”‹ƒǤ ZĞĨĞƌƚŽ^ĞĐƚŝŽŶϰŝŶƚŚĞd'ĨŽƌtYDWĨŽƌĚĞƚĂŝůĞĚŐƵŝĚĂŶĐĞĂŶĚŝŶƐƚƌƵĐƚŝŽŶƐ͘ &Žƌŵϰ͘ϮͲϭ>/DWWĞƌĨŽƌŵĂŶĐĞƌŝƚĞƌŝĂĨŽƌĞƐŝŐŶĂƉƚƵƌĞsŽůƵŵĞ ;Ͳϭ͗DϭͿ ϭ WƌŽũĞĐƚĂƌĞĂDϭ ;ĨƚϮͿ͗ ϮϬϰ͕ϳϯϮ Ϯ /ŵƉĞƌǀŝŽƵƐŶĞƐƐĂĨƚĞƌĂƉƉůLJŝŶŐƉƌĞǀĞŶƚĂƚŝǀĞ ƐŝƚĞĚĞƐŝŐŶƉƌĂĐƚŝĐĞƐ;/ŵƉйͿ͗ϵϬй ϯ ZƵŶŽĨĨŽĞĨĨŝĐŝĞŶƚ;ZĐͿ͗Ϭ͘ϳϯ ZĐсϬ͘ϴϱϴ;/ŵƉйͿ ΔϯͲϬ͘ϳϴ;/ŵƉйͿΔϮнϬ͘ϳϳϰ;/ŵƉйͿнϬ͘Ϭϰ ϰ ĞƚĞƌŵŝŶĞϭͲŚŽƵƌƌĂŝŶĨĂůůĚĞƉƚŚĨŽƌĂϮͲLJĞĂƌƌĞƚƵƌŶƉĞƌŝŽĚWϮLJƌͲϭŚƌ;ŝŶͿ͗Ϭ͘ϲϮϲ ŚƚƚƉ͗ͬͬŚĚƐĐ͘ŶǁƐ͘ŶŽĂĂ͘ŐŽǀͬŚĚƐĐͬƉĨĚƐͬƐĂͬƐĐĂͺƉĨĚƐ͘Śƚŵů ϱ ŽŵƉƵƚĞWϲ͕DĞĂŶϲͲŚƌWƌĞĐŝƉŝƚĂƚŝŽŶ;ŝŶĐŚĞƐͿ͗Ϭ͘ϵϮϳϭ Wϲс/ƚĞŵϰΎϭ͕ǁŚĞƌĞϭŝƐĂĨƵŶĐƚŝŽŶŽĨƐŝƚĞĐůŝŵĂƚŝĐƌĞŐŝŽŶƐƉĞĐŝĨŝĞĚŝŶ&ŽƌŵϯͲϭ/ƚĞŵϭ;sĂůůĞLJсϭ͘ϰϴϬϳ͖DŽƵŶƚĂŝŶсϭ͘ϵϬϵ͖ĞƐĞƌƚсϭ͘ϮϯϳϭͿ ϲ ƌĂǁĚŽǁŶZĂƚĞ hƐĞϰϴŚŽƵƌƐĂƐƚŚĞĚĞĨĂƵůƚĐŽŶĚŝƚŝŽŶ͘^ĞůĞĐƚŝŽŶĂŶĚƵƐĞŽĨƚŚĞϮϰŚŽƵƌĚƌĂǁĚŽǁŶƚŝŵĞĐŽŶĚŝƚŝŽŶŝƐƐƵďũĞĐƚƚŽĂƉƉƌŽǀĂů ďLJƚŚĞůŽĐĂůũƵƌŝƐĚŝĐƚŝŽŶ͘dŚĞŶĞĐĞƐƐĂƌLJDWĨŽŽƚƉƌŝŶƚŝƐĂĨƵŶĐƚŝŽŶŽĨĚƌĂǁĚŽǁŶƚŝŵĞ͘tŚŝůĞƐŚŽƌƚĞƌĚƌĂǁĚŽǁŶƚŝŵĞƐ ƌĞĚƵĐĞƚŚĞƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂĨŽƌ>/DWĚĞƐŝŐŶĐĂƉƚƵƌĞǀŽůƵŵĞ͕ƚŚĞĚĞƉƚŚŽĨǁĂƚĞƌƚŚĂƚĐĂŶďĞƐƚŽƌĞĚŝƐĂůƐŽ ƌĞĚƵĐĞĚ͘ ϮϰͲŚƌƐ ϰϴͲŚƌƐ ϳ ŽŵƉƵƚĞĚĞƐŝŐŶĐĂƉƚƵƌĞǀŽůƵŵĞ͕s;ĨƚϯͿ͗ϮϮ͕ϲϳϱ sсϭͬϭϮΎ΀/ƚĞŵϭΎ/ƚĞŵϯΎ/ƚĞŵϱΎϮ΁͕ǁŚĞƌĞϮŝƐĂĨƵŶĐƚŝŽŶŽĨĚƌĂǁĚŽǁŶƌĂƚĞ;ϮϰͲŚƌсϭ͘ϱϴϮ͖ϰϴͲŚƌсϭ͘ϵϲϯͿ 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ϲϭϯ͘ϭϵ &Žƌŵϰ͘ϮͲϱ/ƚĞŵϭϰ ŝĨĨĞƌĞŶĐĞ ϳ ϲϯ͕ϮϱϮ /ƚĞŵϰʹ/ƚĞŵϭ ϴ /ƚĞŵϱʹ/ƚĞŵϮ ϵ ϴ͘ϰϮ /ƚĞŵϲʹ/ƚĞŵϯ ŝĨĨĞƌĞŶĐĞ ;ĂƐйŽĨƉƌĞͲĚĞǀĞůŽƉĞĚͿ ϭϬ ϯϳϰй /ƚĞŵϳͬ/ƚĞŵϭ ϭϭ ͲϰϮй /ƚĞŵϴͬ/ƚĞŵϮ ϭϮ ϭϳϲй /ƚĞŵϵͬ/ƚĞŵϯ ~ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭϳ &Žƌŵϰ͘ϮͲϯ,KƐƐĞƐƐŵĞŶƚĨŽƌZƵŶŽĨĨsŽůƵŵĞ tĞŝŐŚƚĞĚƵƌǀĞEƵŵďĞƌ ĞƚĞƌŵŝŶĂƚŝŽŶĨŽƌ͗ WƌĞͲĚĞǀĞůŽƉĞĚ ϭĂ>ĂŶĚŽǀĞƌƚLJƉĞ ϮĂ,LJĚƌŽůŽŐŝĐ^Žŝů'ƌŽƵƉ;,^'Ϳ ϯĂDƌĞĂ͕ĨƚϮ ƐƵŵŽĨĂƌĞĂƐŽĨ DƐŚŽƵůĚĞƋƵĂůĂƌĞĂŽĨ ϰĂƵƌǀĞEƵŵďĞƌ;EͿ ƵƐĞ/ƚĞŵƐ ϭĂŶĚϮƚŽƐĞůĞĐƚƚŚĞĂƉƉƌŽƉƌŝĂƚĞE ĨƌŽŵƉƉĞŶĚŝdžͲϮŽĨƚŚĞd'ĨŽƌ tYDW tĞŝŐŚƚĞĚƵƌǀĞEƵŵďĞƌ ĞƚĞƌŵŝŶĂƚŝŽŶĨŽƌ͗ WŽƐƚͲĚĞǀĞůŽƉĞĚ D D D D& D' D, ϭď>ĂŶĚŽǀĞƌƚLJƉĞ Ϯď,LJĚƌŽůŽŐŝĐ^Žŝů'ƌŽƵƉ;,^'Ϳ ϯďDƌĞĂ͕ĨƚϮ ƐƵŵŽĨĂƌĞĂƐŽĨ DƐŚŽƵůĚĞƋƵĂůĂƌĞĂŽĨ ϰďƵƌǀĞEƵŵďĞƌ;EͿ ƵƐĞ/ƚĞŵƐ ϱĂŶĚϲƚŽƐĞůĞĐƚƚŚĞĂƉƉƌŽƉƌŝĂƚĞE ĨƌŽŵƉƉĞŶĚŝdžͲϮŽĨƚŚĞd'ĨŽƌ tYDW ϱWƌĞͲĞǀĞůŽƉĞĚĂƌĞĂͲǁĞŝŐŚƚĞĚE͗ϳWƌĞͲĚĞǀĞůŽƉĞĚƐŽŝůƐƚŽƌĂŐĞĐĂƉĂĐŝƚLJ͕^;ŝŶ ^с;ϭϬϬϬͬ/ƚĞŵϱͿʹϭϬ ϵ /ŶŝƚŝĂůĂďƐƚƌĂĐƚŝŽŶ͕/Ă;ŝŶͿ͗ /ĂсϬ͘ϮΎ/ƚĞŵϳ ϲWŽƐƚͲĞǀĞůŽƉĞĚĂƌĞĂͲǁĞŝŐŚƚĞĚE͗ϴWŽƐƚͲĚĞǀĞůŽƉĞĚƐŽŝůƐƚŽƌĂŐĞĐĂƉĂĐŝƚLJ͕^;ŝŶͿ ^с;ϭϬϬϬͬ/ƚĞŵϲͿʹϭϬ ϭϬ /ŶŝƚŝĂůĂďƐƚƌĂĐƚŝŽŶ͕/Ă;ŝŶͿ͗ /ĂсϬ͘ϮΎ/ƚĞŵϴ ϭϭWƌĞĐŝƉŝƚĂƚŝŽŶĨŽƌϮLJƌ͕ϮϰŚƌƐƚŽƌŵ;ŝŶͿ͗ 'ŽƚŽ͗ŚƚƚƉ͗ͬͬŚĚƐĐ͘ŶǁƐ͘ŶŽĂĂ͘ŐŽǀͬŚĚƐĐͬƉĨĚƐͬƐĂͬƐĐĂͺƉĨĚƐ͘Śƚŵů ϭϮ WƌĞͲĚĞǀĞůŽƉĞĚ sŽůƵŵĞ;ĨƚϯͿ͗ sƉƌĞс;ϭͬϭϮͿΎ;/ƚĞŵƐƵŵŽĨ/ƚĞŵϯͿΎ΀;/ƚĞŵϭϭʹ/ƚĞŵϵͿΔϮͬ;;/ƚĞŵϭϭʹ/ƚĞŵϵн/ƚĞŵϳͿ ϭϯ WŽƐƚͲĚĞǀĞůŽƉĞĚ sŽůƵŵĞ;ĨƚϯͿ͗ sƉƌĞс;ϭͬϭϮͿΎ;/ƚĞŵƐƵŵŽĨ/ƚĞŵϯͿΎ΀;/ƚĞŵϭϭʹ/ƚĞŵϭϬͿΔϮͬ;;/ƚĞŵϭϭʹ/ƚĞŵϭϬн/ƚĞŵϴͿ ϭϰ sŽůƵŵĞZĞĚƵĐƚŝŽŶŶĞĞĚĞĚƚŽŵĞĞƚ,KZĞƋƵŝƌĞŵĞŶƚ͕;ĨƚϯͿ͗ s,Kс;/ƚĞŵϭϯΎϬ͘ϵϱͿʹ/ƚĞŵϭϮ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭϴ &Žƌŵϰ͘ϮͲϰ,KƐƐĞƐƐŵĞŶƚĨŽƌdŝŵĞŽĨŽŶĐĞŶƚƌĂƚŝŽŶ ŽŵƉƵƚĞƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶĨŽƌƉƌĞĂŶĚƉŽƐƚĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶƐĨŽƌĞĂĐŚ;&ŽƌƉƌŽũĞĐƚƐƵƐŝŶŐƚŚĞ,LJĚƌŽůŽŐLJDĂŶƵĂůĐŽŵƉůĞƚĞƚŚĞ ĨŽƌŵďĞůŽǁͿ sĂƌŝĂďůĞƐ WƌĞͲĚĞǀĞůŽƉĞĚϭ hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐŝĨƚŚĞƌĞĂƌĞŵŽƌĞƚŚĂŶϰD WŽƐƚͲĚĞǀĞůŽƉĞĚϭ hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐŝĨƚŚĞƌĞĂƌĞŵŽƌĞƚŚĂŶϰD ϭ D D D ϭ D D D ϭ >ĞŶŐƚŚŽĨĨůŽǁƉĂƚŚ;ĨƚͿ hƐĞ&ŽƌŵϯͲϮ /ƚĞŵϱĨŽƌƉƌĞͲĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶ Ϯ ŚĂŶŐĞŝŶĞůĞǀĂƚŝŽŶ;ĨƚͿ ϯ ^ůŽƉĞ;ĨƚͬĨƚͿ͕^Žс/ƚĞŵϮͬ/ƚĞŵϭ ϰ >ĂŶĚĐŽǀĞƌ ϱ /ŶŝƚŝĂůDdŝŵĞŽĨŽŶĐĞŶƚƌĂƚŝŽŶ ;ŵŝŶͿ ƉƉĞŶĚŝdžͲϭŽĨƚŚĞd'ĨŽƌtYDW ϲ >ĞŶŐƚŚŽĨĐŽŶǀĞLJĂŶĐĞĨƌŽŵD ŽƵƚůĞƚƚŽƉƌŽũĞĐƚƐŝƚĞŽƵƚůĞƚ;ĨƚͿ DĂLJďĞnjĞƌŽŝĨDŽƵƚůĞƚŝƐĂƚƉƌŽũĞĐƚ ƐŝƚĞŽƵƚůĞƚ ϳ ƌŽƐƐͲƐĞĐƚŝŽŶĂůĂƌĞĂŽĨĐŚĂŶŶĞů;ĨƚϮͿ ϴ tĞƚƚĞĚƉĞƌŝŵĞƚĞƌŽĨĐŚĂŶŶĞů;ĨƚͿ ϵ DĂŶŶŝŶŐ͛ƐƌŽƵŐŚŶĞƐƐŽĨĐŚĂŶŶĞů;ŶͿ ϭϬ ŚĂŶŶĞůĨůŽǁǀĞůŽĐŝƚLJ;ĨƚͬƐĞĐͿ sĨƉƐс;ϭ͘ϰϵͬ/ƚĞŵϵͿΎ;/ƚĞŵϳͬ/ƚĞŵϴͿΔϬ͘ϲϳ Ύ;/ƚĞŵϯͿΔϬ͘ϱ ϭϭ dƌĂǀĞůƚŝŵĞƚŽŽƵƚůĞƚ;ŵŝŶͿ dƚс/ƚĞŵϲͬ;/ƚĞŵϭϬΎϲϬͿ ϭϮ dŽƚĂůƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶ;ŵŝŶͿ dĐс/ƚĞŵϱн/ƚĞŵϭϭ ϭϯ WƌĞͲĚĞǀĞůŽƉĞĚƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶ;ŵŝŶͿ͗ ϭϰ WŽƐƚͲĚĞǀĞůŽƉĞĚƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶ;ŵŝŶͿ͗ ϭϱ ĚĚŝƚŝŽŶĂůƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶŶĞĞĚĞĚƚŽŵĞĞƚ,KƌĞƋƵŝƌĞŵĞŶƚ;ŵŝŶͿ͗ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϭϵ &Žƌŵϰ͘ϮͲϱ,KƐƐĞƐƐŵĞŶƚĨŽƌWĞĂŬZƵŶŽĨĨ ŽŵƉƵƚĞƉĞĂŬƌƵŶŽĨĨĨŽƌƉƌĞͲĂŶĚƉŽƐƚͲĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶƐ sĂƌŝĂďůĞƐ WƌĞͲĚĞǀĞůŽƉĞĚƚŽWƌŽũĞĐƚ KƵƚůĞƚ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐŝĨ ŵŽƌĞƚŚĂŶϯDͿ WŽƐƚͲĚĞǀĞůŽƉĞĚƚŽWƌŽũĞĐƚ KƵƚůĞƚ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐŝĨ ŵŽƌĞƚŚĂŶϯDͿ D D D D D D ϭ ZĂŝŶĨĂůů/ŶƚĞŶƐŝƚLJĨŽƌƐƚŽƌŵĚƵƌĂƚŝŽŶĞƋƵĂůƚŽƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶ /ƉĞĂŬсϭϬΔ;>K'&Žƌŵϰ͘ϮͲϭ/ƚĞŵϰͲϬ͘ϲ>K'&Žƌŵϰ͘ϮͲϰ/ƚĞŵϱͬϲϬͿ Ϯ ƌĂŝŶĂŐĞƌĞĂŽĨĞĂĐŚD;ĨƚϮͿ &ŽƌDǁŝƚŚŽƵƚůĞƚĂƚƉƌŽũĞĐƚƐŝƚĞŽƵƚůĞƚ͕ŝŶĐůƵĚĞƵƉƐƚƌĞĂŵD;hƐŝŶŐĞdžĂŵƉůĞ ƐĐŚĞŵĂƚŝĐŝŶ&ŽƌŵϯͲϭ͕DǁŝůůŝŶĐůƵĚĞĚƌĂŝŶĂŐĞĨƌŽŵDͿ ϯ ZĂƚŝŽŽĨƉĞƌǀŝŽƵƐĂƌĞĂƚŽƚŽƚĂůĂƌĞĂ &ŽƌDǁŝƚŚŽƵƚůĞƚĂƚƉƌŽũĞĐƚƐŝƚĞŽƵƚůĞƚ͕ŝŶĐůƵĚĞƵƉƐƚƌĞĂŵD;hƐŝŶŐĞdžĂŵƉůĞ ƐĐŚĞŵĂƚŝĐŝŶ&ŽƌŵϯͲϭ͕DǁŝůůŝŶĐůƵĚĞĚƌĂŝŶĂŐĞĨƌŽŵDͿ ϰ WĞƌǀŝŽƵƐĂƌĞĂŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ;ŝŶͬŚƌͿ hƐĞƉĞƌǀŝŽƵƐĂƌĞĂEĂŶĚĂŶƚĞĐĞĚĞŶƚŵŽŝƐƚƵƌĞĐŽŶĚŝƚŝŽŶǁŝƚŚƉƉĞŶĚŝdžͲϯŽĨƚŚĞd' ĨŽƌtYDW ϱ DĂdžŝŵƵŵůŽƐƐƌĂƚĞ;ŝŶͬŚƌͿ &ŵс/ƚĞŵϯΎ/ƚĞŵϰ hƐĞĂƌĞĂͲǁĞŝŐŚƚĞĚ&ŵĨƌŽŵDǁŝƚŚŽƵƚůĞƚĂƚƉƌŽũĞĐƚƐŝƚĞŽƵƚůĞƚ͕ŝŶĐůƵĚĞƵƉƐƚƌĞĂŵ D;hƐŝŶŐĞdžĂŵƉůĞƐĐŚĞŵĂƚŝĐŝŶ&ŽƌŵϯͲϭ͕DǁŝůůŝŶĐůƵĚĞĚƌĂŝŶĂŐĞĨƌŽŵDͿ ϲ WĞĂŬ&ůŽǁĨƌŽŵD;ĐĨƐͿ YƉс/ƚĞŵϮΎϬ͘ϵΎ;/ƚĞŵϭͲ/ƚĞŵϱͿ ϳ dŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶĂĚũƵƐƚŵĞŶƚĨĂĐƚŽƌĨŽƌŽƚŚĞƌDƚŽ ƐŝƚĞĚŝƐĐŚĂƌŐĞƉŽŝŶƚ &Žƌŵϰ͘ϮͲϰ/ƚĞŵϭϮDͬKƚŚĞƌDƵƉƐƚƌĞĂŵŽĨƐŝƚĞĚŝƐĐŚĂƌŐĞ ƉŽŝŶƚ;/ĨƌĂƚŝŽŝƐŐƌĞĂƚĞƌƚŚĂŶϭ͘Ϭ͕ƚŚĞŶƵƐĞŵĂdžŝŵƵŵǀĂůƵĞŽĨϭ͘ϬͿ DŶͬĂ ŶͬĂ DŶͬĂ ŶͬĂ DŶͬĂ ŶͬĂ ϴ WƌĞͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ YƉс/ƚĞŵϲDн΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵ ϱDͿͬ;/ƚĞŵϭDͲ/ƚĞŵϱDͿΎ/ƚĞŵϳDͬϮ΁н ΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵϱDͿͬ;/ƚĞŵϭDͲ /ƚĞŵϱDͿΎ/ƚĞŵϳDͬϯ΁ ϵ WƌĞͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ YƉс/ƚĞŵϲDн΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵ ϱDͿͬ;/ƚĞŵϭDͲ/ƚĞŵϱDͿΎ/ƚĞŵϳDͬϭ΁н ΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵϱDͿͬ;/ƚĞŵϭDͲ /ƚĞŵϱDͿΎ/ƚĞŵϳDͬϯ΁ ϭϬ WƌĞͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ YƉс/ƚĞŵϲDн΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵ ϱDͿͬ;/ƚĞŵϭDͲ/ƚĞŵϱDͿΎ/ƚĞŵϳDͬϭ΁н ΀/ƚĞŵϲDΎ;/ƚĞŵϭDͲ/ƚĞŵϱDͿͬ;/ƚĞŵϭD Ͳ/ƚĞŵϱDͿΎ/ƚĞŵϳDͬϮ΁ ϭϬ WĞĂŬƌƵŶŽĨĨĨƌŽŵƉƌĞͲĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶĐŽŶĨůƵĞŶĐĞĂŶĂůLJƐŝƐ;ĐĨƐͿ͗DĂdžŝŵƵŵŽĨ/ƚĞŵϴ͕ϵ͕ĂŶĚϭϬ;ŝŶĐůƵĚŝŶŐĂĚĚŝƚŝŽŶĂůĨŽƌŵƐĂƐŶĞĞĚĞĚͿ ϭϭ WŽƐƚͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ ^ĂŵĞĂƐ/ƚĞŵϴĨŽƌƉŽƐƚͲĚĞǀĞůŽƉĞĚǀĂůƵĞƐ ϭϮ WŽƐƚͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ ^ĂŵĞĂƐ/ƚĞŵϵĨŽƌƉŽƐƚͲĚĞǀĞůŽƉĞĚǀĂůƵĞƐ ϭϯ WŽƐƚͲĚĞǀĞůŽƉĞĚYƉĂƚdĐĨŽƌD͗ ^ĂŵĞĂƐ/ƚĞŵϭϬĨŽƌƉŽƐƚͲĚĞǀĞůŽƉĞĚ ǀĂůƵĞƐ ϭϰ WĞĂŬƌƵŶŽĨĨĨƌŽŵƉŽƐƚͲĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶĐŽŶĨůƵĞŶĐĞĂŶĂůLJƐŝƐ;ĐĨƐͿ͗DĂdžŝŵƵŵŽĨ/ƚĞŵϭϭ͕ϭϮ͕ĂŶĚϭϯ;ŝŶĐůƵĚŝŶŐĂĚĚŝƚŝŽŶĂůĨŽƌŵƐĂƐ ŶĞĞĚĞĚͿ ϭϱ WĞĂŬƌƵŶŽĨĨƌĞĚƵĐƚŝŽŶŶĞĞĚĞĚƚŽŵĞĞƚ,KZĞƋƵŝƌĞŵĞŶƚ;ĐĨƐͿ͗YƉͲ,Kс;/ƚĞŵϭϰΎϬ͘ϵϱͿʹ/ƚĞŵϭϬ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϬ ϰ͘ϯ WƌŽũĞĐƚŽŶĨŽƌŵĂŶĐĞŶĂůLJƐŝƐ ŽŵƉůĞƚĞƚŚĞĨŽůůŽǁŝŶŐĨŽƌŵƐĨŽƌĞĂĐŚƉƌŽũĞĐƚƐŝƚĞƚŽĚŽĐƵŵĞŶƚƚŚĂƚƚŚĞƉƌŽƉŽƐĞĚ>/DWƐ ĐŽŶĨŽƌŵƚŽƚŚĞƉƌŽũĞĐƚsĚĞǀĞůŽƉĞĚƚŽŵĞĞƚƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂƐƉĞĐŝĨŝĞĚŝŶƚŚĞD^ϰWĞƌŵŝƚ ;tYDWdĞŵƉůĂƚĞ^ĞĐƚŝŽŶϰ͘ϮͿ͘&ŽƌƚŚĞ>/s͕ƚŚĞĨŽƌŵƐĂƌĞŽƌĚĞƌĞĚĂĐĐŽƌĚŝŶŐƚŽŚŝĞƌĂƌĐŚLJŽĨDW ƐĞůĞĐƚŝŽŶĂƐƌĞƋƵŝƌĞĚďLJƚŚĞD^ϰWĞƌŵŝƚ;ƐĞĞ^ĞĐƚŝŽŶϱ͘ϯ͘ϭŝŶƚŚĞd'ĨŽƌtYDWͿ͘dŚĞĨŽƌŵƐĐŽŵƉƵƚĞ ƚŚĞĨŽůůŽǁŝŶŐĨŽƌŽŶͲƐŝƚĞ>/DW͗ ƒ‹–‡‡•‹‰ƒ† ›†”‘Ž‘‰‹…‘—”…‡‘–”‘Ž•ȋ ‘”͠Ǥ͟Ǧ͞Ȍ ƒ‡–‡–‹‘ƒ† ˆ‹Ž–”ƒ–‹‘ȋ ‘”͠Ǥ͟Ǧ͟Ȍ ƒ ƒ”˜‡•–‡†ƒ†•‡ȋ ‘”͠Ǥ͟Ǧ͠Ȍ‘” ƒ‹‘–”‡ƒ–‡–ȋ ‘”͠Ǥ͟Ǧ͡ȌǤ ƚƚŚĞĞŶĚŽĨĞĂĐŚĨŽƌŵ͕ĂĚĚŝƚŝŽŶĂůĨŝĞůĚƐĨĂĐŝůŝƚĂƚĞƚŚĞĚĞƚĞƌŵŝŶĂƚŝŽŶŽĨƚŚĞĞdžƚĞŶƚŽĨŵŝƚŝŐĂƚŝŽŶ ƉƌŽǀŝĚĞĚďLJƚŚĞƐƉĞĐŝĨŝĐDWĐĂƚĞŐŽƌLJ͕ĂůůŽǁŝŶŐĨŽƌƵƐĞŽĨƚŚĞŶĞdžƚĐĂƚĞŐŽƌLJŽĨDWŝŶƚŚĞŚŝĞƌĂƌĐŚLJ͕ŝĨ ŶĞĐĞƐƐĂƌLJ͘ dŚĞĨŝƌƐƚƐƚĞƉŝŶƚŚĞĂŶĂůLJƐŝƐ͕ƵƐŝŶŐ^ĞĐƚŝŽŶϱ͘ϯ͘Ϯ͘ϭŽĨƚŚĞd'ĨŽƌtYDW͕ŝƐƚŽĐŽŵƉůĞƚĞ&ŽƌŵƐϰ͘ϯͲϭĂŶĚ ϰ͘ϯͲϯͿƚŽĚĞƚĞƌŵŝŶĞŝĨƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶDWƐĂƌĞŝŶĨĞĂƐŝďůĞĨŽƌƚŚĞƉƌŽũĞĐƚ͘&ŽƌĞĂĐŚĨĞĂƐŝďŝůŝƚLJ ĐƌŝƚĞƌŝŽŶŝŶ&Žƌŵϰ͘ϯͲϭ͕ŝĨƚŚĞĂŶƐǁĞƌŝƐ͞zĞƐ͕͟ƉƌŽǀŝĚĞĂůůƐƚƵĚLJĨŝŶĚŝŶŐƐƚŚĂƚŝŶĐůƵĚĞƐƌĞůĞǀĂŶƚ ĐĂůĐƵůĂƚŝŽŶƐ͕ŵĂƉƐ͕ĚĂƚĂƐŽƵƌĐĞƐ͕ĞƚĐ͘ƵƐĞĚƚŽŵĂŬĞƚŚĞĚĞƚĞƌŵŝŶĂƚŝŽŶŽĨŝŶĨĞĂƐŝďŝůŝƚLJ͘ EĞdžƚ͕ĐŽŵƉůĞƚĞ&ŽƌŵƐϰ͘ϯͲϮĂŶĚϰ͘ϯͲϰƚŽĚĞƚĞƌŵŝŶĞƚŚĞĨĞĂƐŝďŝůŝƚLJŽĨĂƉƉůŝĐĂďůĞ,^ĂŶĚŚĂƌǀĞƐƚĂŶĚƵƐĞ DWƐ͕ĂŶĚ͕ŝĨƚŚĞŝƌŝŵƉůĞŵĞŶƚĂƚŝŽŶŝƐĨĞĂƐŝďůĞ͕ƚŚĞĞdžƚĞŶƚŽĨŵŝƚŝŐĂƚŝŽŶŽĨƚŚĞs͘ /ĨŶŽƐŝƚĞĐŽŶƐƚƌĂŝŶƚƐĞdžŝƐƚƚŚĂƚǁŽƵůĚůŝŵŝƚƚŚĞƚLJƉĞŽĨDWƚŽďĞŝŵƉůĞŵĞŶƚĞĚŝŶĂ͕ĞǀĂůƵĂƚĞƚŚĞƵƐĞ ŽĨĐŽŵďŝŶĂƚŝŽŶƐŽĨ>/DWƐ͕ŝŶĐůƵĚŝŶŐĂůůĂƉƉůŝĐĂďůĞ,^DWƐƚŽŵĂdžŝŵŝnjĞŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶŽĨƚŚĞ s͘/ĨŶŽĐŽŵďŝŶĂƚŝŽŶŽĨDWĐĂŶŵŝƚŝŐĂƚĞƚŚĞĞŶƚŝƌĞs͕ŝŵƉůĞŵĞŶƚƚŚĞƐŝŶŐůĞDWƚLJƉĞ͕Žƌ ĐŽŵďŝŶĂƚŝŽŶŽĨDWƚLJƉĞƐ͕ƚŚĂƚŵĂdžŝŵŝnjĞƐŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶŽĨƚŚĞsǁŝƚŚŝŶƚŚĞŵŝŶŝŵƵŵĞĨĨĞĐƚŝǀĞ ĂƌĞĂ͘ /ĨƚŚĞĐŽŵďŝŶĂƚŝŽŶŽĨ>/,^͕ƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶ͕ĂŶĚŚĂƌǀĞƐƚĂŶĚƵƐĞDWƐĂƌĞƵŶĂďůĞƚŽ ŵŝƚŝŐĂƚĞƚŚĞĞŶƚŝƌĞs͕ƚŚĞŶďŝŽƚƌĞĂƚŵĞŶƚDWƐŵĂLJďĞŝŵƉůĞŵĞŶƚĞĚďLJƚŚĞƉƌŽũĞĐƚƉƌŽƉŽŶĞŶƚ͘/Ĩ ďŝŽƚƌĞĂƚŵĞŶƚDWƐĂƌĞƵƐĞĚ͕ƚŚĞŶƚŚĞLJŵƵƐƚďĞƐŝnjĞĚƚŽƉƌŽǀŝĚĞƐƵĨĨŝĐŝĞŶƚĐĂƉĂĐŝƚLJĨŽƌĞĨĨĞĐƚŝǀĞ ƚƌĞĂƚŵĞŶƚŽĨƚŚĞƌĞŵĂŝŶĚĞƌŽĨƚŚĞǀŽůƵŵĞͲďĂƐĞĚƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂƚŚĂƚĐĂŶŶŽƚďĞĂĐŚŝĞǀĞĚǁŝƚŚ>/ DWƐ;d'ĨŽƌtYDW^ĞĐƚŝŽŶϱ͘ϰ͘ϰ͘ϮͿ͘hŶĚĞƌŶŽĐŝƌĐƵŵƐƚĂŶĐĞƐƐŚĂůůĂŶLJƉŽƌƚŝŽŶŽĨƚŚĞsďĞ ƌĞůĞĂƐĞĚĨƌŽŵƚŚĞƐŝƚĞǁŝƚŚŽƵƚĞĨĨĞĐƚŝǀĞŵŝƚŝŐĂƚŝŽŶĂŶĚͬŽƌƚƌĞĂƚŵĞŶƚ͘ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϭ &Žƌŵϰ͘ϯͲϭ/ŶĨŝůƚƌĂƚŝŽŶDW&ĞĂƐŝďŝůŝƚLJ;ϭͿ &ĞĂƐŝďŝůŝƚLJƌŝƚĞƌŝŽŶʹŽŵƉůĞƚĞĞǀĂůƵĂƚŝŽŶĨŽƌĞĂĐŚŽŶƚŚĞWƌŽũĞĐƚ^ŝƚĞ ϭ tŽƵůĚŝŶĨŝůƚƌĂƚŝŽŶDWƉŽƐĞƐŝŐŶŝĨŝĐĂŶƚƌŝƐŬĨŽƌŐƌŽƵŶĚǁĂƚĞƌƌĞůĂƚĞĚĐŽŶĐĞƌŶƐ͍zĞƐ EŽ ZĞĨĞƌƚŽ^ĞĐƚŝŽŶϱ͘ϯ͘Ϯ͘ϭŽĨƚŚĞd'ĨŽƌtYDW /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ Ϯ tŽƵůĚŝŶƐƚĂůůĂƚŝŽŶŽĨŝŶĨŝůƚƌĂƚŝŽŶDWƐŝŐŶŝĨŝĐĂŶƚůLJŝŶĐƌĞĂƐĞƚŚĞƌŝƐŬŽĨŐĞŽƚĞĐŚŶŝĐĂůŚĂnjĂƌĚƐ͍zĞƐ EŽ ;zĞƐ͕ŝĨƚŚĞĂŶƐǁĞƌƚŽĂŶLJŽĨƚŚĞĨŽůůŽǁŝŶŐƋƵĞƐƚŝŽŶƐŝƐLJĞƐ͕ĂƐĞƐƚĂďůŝƐŚĞĚďLJĂŐĞŽƚĞĐŚŶŝĐĂůĞdžƉĞƌƚͿ͗ x dŚĞůŽĐĂƚŝŽŶŝƐůĞƐƐƚŚĂŶϱϬĨĞĞƚĂǁĂLJĨƌŽŵƐůŽƉĞƐƐƚĞĞƉĞƌƚŚĂŶϭϱƉĞƌĐĞŶƚ x dŚĞůŽĐĂƚŝŽŶŝƐůĞƐƐƚŚĂŶĞŝŐŚƚĨĞĞƚĨƌŽŵďƵŝůĚŝŶŐĨŽƵŶĚĂƚŝŽŶƐŽƌĂŶĂůƚĞƌŶĂƚŝǀĞƐĞƚďĂĐŬ͘ x ƐƚƵĚLJĐĞƌƚŝĨŝĞĚďLJĂŐĞŽƚĞĐŚŶŝĐĂůƉƌŽĨĞƐƐŝŽŶĂůŽƌĂŶĂǀĂŝůĂďůĞǁĂƚĞƌƐŚĞĚƐƚƵĚLJĚĞƚĞƌŵŝŶĞƐƚŚĂƚƐƚŽƌŵǁĂƚĞƌŝŶĨŝůƚƌĂƚŝŽŶ ǁŽƵůĚƌĞƐƵůƚŝŶƐŝŐŶŝĨŝĐĂŶƚůLJŝŶĐƌĞĂƐĞĚƌŝƐŬƐŽĨŐĞŽƚĞĐŚŶŝĐĂůŚĂnjĂƌĚƐ͘ /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ ϯ tŽƵůĚŝŶĨŝůƚƌĂƚŝŽŶŽĨƌƵŶŽĨĨŽŶĂWƌŽũĞĐƚƐŝƚĞǀŝŽůĂƚĞĚŽǁŶƐƚƌĞĂŵǁĂƚĞƌƌŝŐŚƚƐ͍zĞƐ EŽ /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ ϰ /ƐƉƌŽƉŽƐĞĚŝŶĨŝůƚƌĂƚŝŽŶĨĂĐŝůŝƚLJůŽĐĂƚĞĚŽŶŚLJĚƌŽůŽŐŝĐƐŽŝůŐƌŽƵƉ;,^'ͿƐŽŝůƐŽƌĚŽĞƐƚŚĞƐŝƚĞŐĞŽƚĞĐŚŶŝĐĂůŝŶǀĞƐƚŝŐĂƚŝŽŶ ŝŶĚŝĐĂƚĞƉƌĞƐĞŶĐĞŽĨƐŽŝůĐŚĂƌĂĐƚĞƌŝƐƚŝĐƐ͕ǁŚŝĐŚƐƵƉƉŽƌƚĐĂƚĞŐŽƌŝnjĂƚŝŽŶĂƐƐŽŝůƐ͍ zĞƐ EŽ /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ ϱ /ƐƚŚĞĚĞƐŝŐŶŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ͕ĂĨƚĞƌĂĐĐŽƵŶƚŝŶŐĨŽƌƐĂĨĞƚLJĨĂĐƚŽƌŽĨϮ͘Ϭ͕ďĞůŽǁƉƌŽƉŽƐĞĚĨĂĐŝůŝƚLJůĞƐƐƚŚĂŶϬ͘ϯŝŶͬŚƌ;ĂĐĐŽƵŶƚŝŶŐ ĨŽƌƐŽŝůĂŵĞŶĚŵĞŶƚƐͿ͍zĞƐ EŽ /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ ϲ tŽƵůĚŽŶͲƐŝƚĞŝŶĨŝůƚƌĂƚŝŽŶŽƌƌĞĚƵĐƚŝŽŶŽĨƌƵŶŽĨĨŽǀĞƌƉƌĞͲĚĞǀĞůŽƉĞĚĐŽŶĚŝƚŝŽŶƐďĞƉĂƌƚŝĂůůLJŽƌĨƵůůLJŝŶĐŽŶƐŝƐƚĞŶƚǁŝƚŚ ǁĂƚĞƌƐŚĞĚŵĂŶĂŐĞŵĞŶƚƐƚƌĂƚĞŐŝĞƐĂƐĚĞĨŝŶĞĚŝŶƚŚĞtW͕ŽƌŝŵƉĂŝƌďĞŶĞĨŝĐŝĂůƵƐĞƐ͍zĞƐ EŽ ^ĞĞ^ĞĐƚŝŽŶϯ͘ϱŽĨƚŚĞd'ĨŽƌtYDWĂŶĚtW /ĨzĞƐ͕WƌŽǀŝĚĞďĂƐŝƐ͗;ĂƚƚĂĐŚͿ ϳ ŶLJĂŶƐǁĞƌĨƌŽŵ/ƚĞŵϭƚŚƌŽƵŐŚ/ƚĞŵϯŝƐ͞zĞƐ͗͟zĞƐ EŽ /ĨLJĞƐ͕ŝŶĨŝůƚƌĂƚŝŽŶŽĨĂŶLJǀŽůƵŵĞŝƐŶŽƚĨĞĂƐŝďůĞŽŶƐŝƚĞ͘WƌŽĐĞĞĚƚŽ&Žƌŵϰ͘ϯͲϰ͕,ĂƌǀĞƐƚĂŶĚhƐĞDW͘/ĨŶŽ͕ƚŚĞŶƉƌŽĐĞĞĚƚŽ/ƚĞŵϵďĞůŽǁ͘ ϴŶLJĂŶƐǁĞƌĨƌŽŵ/ƚĞŵϰƚŚƌŽƵŐŚ/ƚĞŵϲŝƐ͞zĞƐ͗͟zĞƐ EŽ /ĨLJĞƐ͕ŝŶĨŝůƚƌĂƚŝŽŶŝƐƉĞƌŵŝƐƐŝďůĞďƵƚŝƐŶŽƚƌĞƋƵŝƌĞĚƚŽďĞĐŽŶƐŝĚĞƌĞĚ͘WƌŽĐĞĞĚƚŽ&Žƌŵϰ͘ϯͲϮ͕,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDW͘ /ĨŶŽ͕ƚŚĞŶƉƌŽĐĞĞĚƚŽ/ƚĞŵϵ͕ďĞůŽǁ͘ ϵůůĂŶƐǁĞƌƐƚŽ/ƚĞŵϭƚŚƌŽƵŐŚ/ƚĞŵϲĂƌĞ͞EŽ͗͟ /ŶĨŝůƚƌĂƚŝŽŶŽĨƚŚĞĨƵůůsŝƐƉŽƚĞŶƚŝĂůůLJĨĞĂƐŝďůĞ͕>/ŝŶĨŝůƚƌĂƚŝŽŶDWŵƵƐƚďĞĚĞƐŝŐŶĞĚƚŽŝŶĨŝůƚƌĂƚĞƚŚĞĨƵůůsƚŽƚŚĞDW͘ WƌŽĐĞĞĚƚŽ&Žƌŵϰ͘ϯͲϮ͕,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDW͘ □ ~ □ ~ □ ~ □ ~ □ ~ □ ~ □ ~ □ ~ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϮ ϰ͘ϯ͘ϭ ^ŝƚĞĞƐŝŐŶ,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDW ^ĞĐƚŝŽŶy/͘͘ŽĨƚŚĞWĞƌŵŝƚĞŵƉŚĂƐŝnjĞƐƚŚĞƵƐĞŽĨ>/ƉƌĞǀĞŶƚĂƚŝǀĞŵĞĂƐƵƌĞƐ͖ĂŶĚƚŚĞƵƐĞŽĨ>/,^ DWƐƌĞĚƵĐĞƐƚŚĞƉŽƌƚŝŽŶŽĨƚŚĞsƚŚĂƚŵƵƐƚďĞĂĚĚƌĞƐƐĞĚŝŶĚŽǁŶƐƚƌĞĂŵDWƐ͘dŚĞƌĞĨŽƌĞ͕Ăůů ĂƉƉůŝĐĂďůĞ,^ƐŚĂůůďĞƉƌŽǀŝĚĞĚĞdžĐĞƉƚǁŚĞƌĞƚŚĞLJĂƌĞŵƵƚƵĂůůLJĞdžĐůƵƐŝǀĞǁŝƚŚĞĂĐŚŽƚŚĞƌ͕ŽƌǁŝƚŚ ŽƚŚĞƌDWƐ͘DƵƚƵĂůĞdžĐůƵƐŝǀŝƚLJŵĂLJƌĞƐƵůƚĨƌŽŵŽǀĞƌůĂƉƉŝŶŐDWĨŽŽƚƉƌŝŶƚƐƐƵĐŚƚŚĂƚĞŝƚŚĞƌǁŽƵůĚďĞ ƉŽƚĞŶƚŝĂůůLJĨĞĂƐŝďůĞďLJŝƚƐĞůĨ͕ďƵƚďŽƚŚĐŽƵůĚŶŽƚďĞŝŵƉůĞŵĞŶƚĞĚ͘WůĞĂƐĞŶŽƚĞƚŚĂƚǁŚŝůĞƚŚĞƌĞĂƌĞŶŽ ŶƵŵĞƌŝĐƐƚĂŶĚĂƌĚƐƌĞŐĂƌĚŝŶŐƚŚĞƵƐĞŽĨ,^͕ŝĨĂƉƌŽũĞĐƚĐĂŶŶŽƚĨĞĂƐŝďůLJŵĞĞƚDWƐŝnjŝŶŐƌĞƋƵŝƌĞŵĞŶƚƐ ŽƌĐĂŶŶŽƚĨƵůůLJĂĚĚƌĞƐƐ,KƐ͕ĨĞĂƐŝďŝůŝƚLJŽĨĂůůĂƉƉůŝĐĂďůĞ,^ŵƵƐƚďĞƉĂƌƚŽĨĚĞŵŽŶƐƚƌĂƚŝŶŐƚŚĂƚƚŚĞ DWƐLJƐƚĞŵŚĂƐďĞĞŶĚĞƐŝŐŶĞĚƚŽƌĞƚĂŝŶƚŚĞŵĂdžŝŵƵŵĨĞĂƐŝďůĞƉŽƌƚŝŽŶŽĨƚŚĞs͘ŽŵƉůĞƚĞ&Žƌŵϰ͘ϯͲ ϮƚŽŝĚĞŶƚŝĨLJĂŶĚĐĂůĐƵůĂƚĞĞƐƚŝŵĂƚĞĚƌĞƚĞŶƚŝŽŶǀŽůƵŵĞĨƌŽŵŝŵƉůĞŵĞŶƚŝŶŐƐŝƚĞĚĞƐŝŐŶ,^DW͘ZĞĨĞƌƚŽ ^ĞĐƚŝŽŶϱ͘ϰ͘ϭŝŶƚŚĞd'ĨŽƌŵŽƌĞĚĞƚĂŝůĞĚŐƵŝĚĂŶĐĞ͘ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϯ &Žƌŵϰ͘ϯͲϮ^ŝƚĞĞƐŝŐŶ,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDWƐ;ϭͿ ϭ /ŵƉůĞŵĞŶƚĂƚŝŽŶŽĨ/ŵƉĞƌǀŝŽƵƐƌĞĂŝƐƉĞƌƐŝŽŶDW;ŝ͘Ğ͘ ƌŽƵƚŝŶŐƌƵŶŽĨĨĨƌŽŵŝŵƉĞƌǀŝŽƵƐƚŽƉĞƌǀŝŽƵƐĂƌĞĂƐͿ͕ĞdžĐůƵĚŝŶŐ ŝŵƉĞƌǀŝŽƵƐĂƌĞĂƐƉůĂŶŶĞĚĨŽƌƌŽƵƚŝŶŐƚŽŽŶͲůŽƚŝŶĨŝůƚƌĂƚŝŽŶ DW͗zĞƐ EŽ /ĨLJĞƐ͕ĐŽŵƉůĞƚĞ/ƚĞŵƐϮͲϱ͖/ĨŶŽ͕ ƉƌŽĐĞĞĚƚŽ/ƚĞŵϲ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ Ϯ dŽƚĂůŝŵƉĞƌǀŝŽƵƐĂƌĞĂĚƌĂŝŶŝŶŐƚŽƉĞƌǀŝŽƵƐĂƌĞĂ;ĨƚϮͿ ϯ ZĂƚŝŽŽĨƉĞƌǀŝŽƵƐĂƌĞĂƌĞĐĞŝǀŝŶŐƌƵŶŽĨĨƚŽŝŵƉĞƌǀŝŽƵƐĂƌĞĂ ϰ ZĞƚĞŶƚŝŽŶǀŽůƵŵĞĂĐŚŝĞǀĞĚĨƌŽŵŝŵƉĞƌǀŝŽƵƐĂƌĞĂ ĚŝƐƉĞƌƐŝŽŶ;ĨƚϯͿ sс/ƚĞŵϮΎ/ƚĞŵϯΎ;Ϭ͘ϱͬϭϮͿ͕ĂƐƐƵŵŝŶŐƌĞƚĞŶƚŝŽŶ ŽĨϬ͘ϱŝŶĐŚĞƐŽĨƌƵŶŽĨĨ ϱ ^ƵŵŽĨƌĞƚĞŶƚŝŽŶǀŽůƵŵĞĂĐŚŝĞǀĞĚĨƌŽŵŝŵƉĞƌǀŝŽƵƐĂƌĞĂĚŝƐƉĞƌƐŝŽŶ;ĨƚϯͿ͗sƌĞƚĞŶƚŝŽŶс^ƵŵŽĨ/ƚĞŵϰĨŽƌĂůůDWƐ ϲ /ŵƉůĞŵĞŶƚĂƚŝŽŶŽĨ>ŽĐĂůŝnjĞĚKŶͲůŽƚ/ŶĨŝůƚƌĂƚŝŽŶDWƐ;Ğ͘Ő͘ ŽŶͲůŽƚƌĂŝŶŐĂƌĚĞŶƐͿ͗zĞƐ EŽ /ĨLJĞƐ͕ĐŽŵƉůĞƚĞ/ƚĞŵƐϳͲ ϭϯĨŽƌĂŐŐƌĞŐĂƚĞŽĨĂůůŽŶͲůŽƚŝŶĨŝůƚƌĂƚŝŽŶDWŝŶĞĂĐŚ͖/ĨŶŽ͕ ƉƌŽĐĞĞĚƚŽ/ƚĞŵϭϰ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ ϳ WŽŶĚŝŶŐƐƵƌĨĂĐĞĂƌĞĂ;ĨƚϮͿ ϴ WŽŶĚŝŶŐĚĞƉƚŚ;ĨƚͿ ϵ ^ƵƌĨĂĐĞĂƌĞĂŽĨĂŵĞŶĚĞĚƐŽŝůͬŐƌĂǀĞů;ĨƚϮͿ ϭϬ ǀĞƌĂŐĞĚĞƉƚŚŽĨĂŵĞŶĚĞĚƐŽŝůͬŐƌĂǀĞů;ĨƚͿ ϭϭ ǀĞƌĂŐĞƉŽƌŽƐŝƚLJŽĨĂŵĞŶĚĞĚƐŽŝůͬŐƌĂǀĞů ϭϮ ZĞƚĞŶƚŝŽŶǀŽůƵŵĞĂĐŚŝĞǀĞĚĨƌŽŵŽŶͲůŽƚŝŶĨŝůƚƌĂƚŝŽŶ;ĨƚϯͿ sƌĞƚĞŶƚŝŽŶс;/ƚĞŵϳΎ/ƚĞŵϴͿн;/ƚĞŵϵΎ/ƚĞŵϭϬΎ/ƚĞŵϭϭͿ ϭϯ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵŽŶͲůŽƚŝŶĨŝůƚƌĂƚŝŽŶ;ĨƚϯͿ͗sƌĞƚĞŶƚŝŽŶс^ƵŵŽĨ/ƚĞŵϭϮĨŽƌĂůůDWƐ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϰ &Žƌŵϰ͘ϯͲϮĐŽŶƚ͘^ŝƚĞĞƐŝŐŶ,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDWƐ;ϭͿ ϭϰ /ŵƉůĞŵĞŶƚĂƚŝŽŶŽĨĞǀĂƉŽƚƌĂŶƐƉŝƌĂƚŝŽŶDW;ŐƌĞĞŶ͕ ďƌŽǁŶ͕ŽƌďůƵĞƌŽŽĨƐͿ͗zĞƐ EŽ /ĨLJĞƐ͕ĐŽŵƉůĞƚĞ/ƚĞŵƐϭϱͲϮϬ͘/ĨŶŽ͕ƉƌŽĐĞĞĚƚŽ/ƚĞŵϮϭ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ ϭϱ ZŽŽĨƚŽƉĂƌĞĂƉůĂŶŶĞĚĨŽƌdDW;ĨƚϮͿ ϭϲ ǀĞƌĂŐĞǁĞƚƐĞĂƐŽŶdĚĞŵĂŶĚ;ŝŶͬĚĂLJͿ hƐĞůŽĐĂůǀĂůƵĞƐ͕ƚLJƉŝĐĂůΕϬ͘ϭ ϭϳ ĂŝůLJdĚĞŵĂŶĚ;ĨƚϯͬĚĂLJͿ /ƚĞŵϭϱΎ;/ƚĞŵϭϲͬϭϮͿ ϭϴ ƌĂǁĚŽǁŶƚŝŵĞ;ŚƌƐͿ ŽƉLJ/ƚĞŵϲŝŶ&Žƌŵϰ͘ϮͲϭ ϭϵ ZĞƚĞŶƚŝŽŶsŽůƵŵĞ;ĨƚϯͿ sƌĞƚĞŶƚŝŽŶс/ƚĞŵϭϳΎ;/ƚĞŵϭϴͬϮϰͿ ϮϬ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵĞǀĂƉŽƚƌĂŶƐƉŝƌĂƚŝŽŶDWƐ;ĨƚϯͿ͗ϬĨƚϯ sƌĞƚĞŶƚŝŽŶс^ƵŵŽĨ/ƚĞŵϭϵĨŽƌĂůůDWƐ Ϯϭ /ŵƉůĞŵĞŶƚĂƚŝŽŶŽĨ^ƚƌĞĞƚdƌĞĞƐ͗zĞƐ EŽ /ĨLJĞƐ͕ĐŽŵƉůĞƚĞ/ƚĞŵƐϮϬͲϮ͘/ĨŶŽ͕ƉƌŽĐĞĞĚƚŽ/ƚĞŵϮϰ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ ϮϮ EƵŵďĞƌŽĨ^ƚƌĞĞƚdƌĞĞƐ Ϯϯ ǀĞƌĂŐĞĐĂŶŽƉLJĐŽǀĞƌŽǀĞƌŝŵƉĞƌǀŝŽƵƐĂƌĞĂ;ĨƚϮͿ Ϯϰ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵƐƚƌĞĞƚƚƌĞĞƐ;ĨƚϯͿ sƌĞƚĞŶƚŝŽŶс/ƚĞŵϮϮΎ/ƚĞŵϮϯΎ;Ϭ͘ϬϱͬϭϮͿĂƐƐƵŵĞƌƵŶŽĨĨƌĞƚĞŶƚŝŽŶŽĨ Ϭ͘ϬϱŝŶĐŚĞƐ Ϯϱ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵƐƚƌĞĞƚƚƌĞĞDWƐ;ĨƚϯͿ͗ϬĨƚϯ sƌĞƚĞŶƚŝŽŶс^ƵŵŽĨ/ƚĞŵϮϰĨŽƌĂůůDWƐ Ϯϲ /ŵƉůĞŵĞŶƚĂƚŝŽŶŽĨƌĞƐŝĚĞŶƚŝĂůƌĂŝŶďĂƌƌĞůƐͬĐŝƐƚĞƌŶƐ͗zĞƐ EŽ /ĨLJĞƐ͕ĐŽŵƉůĞƚĞ/ƚĞŵƐϮϳͲϮϴ͖/ĨŶŽ͕ƉƌŽĐĞĞĚƚŽ /ƚĞŵϮϵ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ Ϯϳ EƵŵďĞƌŽĨƌĂŝŶďĂƌƌĞůƐͬĐŝƐƚĞƌŶƐ Ϯϴ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵƌĂŝŶďĂƌƌĞůƐͬĐŝƐƚĞƌŶƐ;ĨƚϯͿ sƌĞƚĞŶƚŝŽŶс/ƚĞŵϮϳΎϯ Ϯϵ ZƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶĨƌŽŵƌĞƐŝĚĞŶƚŝĂůƌĂŝŶďĂƌƌĞůƐͬŝƐƚĞƌŶƐ;ĨƚϯͿ͗ ϬĨƚϯ s ƌĞƚĞŶƚŝŽŶ с^ƵŵŽĨ/ƚĞŵϮϴĨŽƌĂůůDWƐ ϯϬ dŽƚĂůZĞƚĞŶƚŝŽŶsŽůƵŵĞĨƌŽŵ^ŝƚĞĞƐŝŐŶ,LJĚƌŽůŽŐŝĐ^ŽƵƌĐĞŽŶƚƌŽůDWƐ͗ϬĨƚϯ ^ƵŵŽĨ/ƚĞŵƐϱ͕ϭϯ͕ϮϬ͕ϮϱĂŶĚϮϵ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϱ ϰ͘ϯ͘Ϯ /ŶĨŝůƚƌĂƚŝŽŶDWƐ hƐĞ&Žƌŵϰ͘ϯͲϯƚŽĐŽŵƉƵƚĞŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶŽĨƌƵŶŽĨĨĨƌŽŵƉƌŽƉŽƐĞĚƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶDWƐ͘ sŽůƵŵĞƌĞƚĞŶƚŝŽŶĞƐƚŝŵĂƚĞƐĂƌĞƐĞŶƐŝƚŝǀĞƚŽƚŚĞƉĞƌĐŽůĂƚŝŽŶƌĂƚĞƵƐĞĚ͕ǁŚŝĐŚĚĞƚĞƌŵŝŶĞƐƚŚĞĂŵŽƵŶƚŽĨ ƌƵŶŽĨĨƚŚĂƚĐĂŶďĞŝŶĨŝůƚƌĂƚĞĚǁŝƚŚŝŶƚŚĞƐƉĞĐŝĨŝĞĚĚƌĂǁĚŽǁŶƚŝŵĞ͘dŚĞŝŶĨŝůƚƌĂƚŝŽŶƐĂĨĞƚLJĨĂĐƚŽƌƌĞĚƵĐĞƐ ĨŝĞůĚŵĞĂƐƵƌĞĚƉĞƌĐŽůĂƚŝŽŶƚŽĂĐĐŽƵŶƚĨŽƌƉŽƚĞŶƚŝĂůŝŶĂĐĐƵƌĂĐLJĂƐƐŽĐŝĂƚĞĚǁŝƚŚĨŝĞůĚŵĞĂƐƵƌĞŵĞŶƚƐ͕ ĚĞĐůŝŶŝŶŐDWƉĞƌĨŽƌŵĂŶĐĞŽǀĞƌƚŝŵĞ͕ĂŶĚĐŽŵƉĂĐƚŝŽŶĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘ƉƉĞŶĚŝdžŽĨƚŚĞd'ĨŽƌ tYDWƉƌŽǀŝĚĞƐŐƵŝĚĂŶĐĞŽŶĞƐƚŝŵĂƚŝŶŐĂŶĂƉƉƌŽƉƌŝĂƚĞƐĂĨĞƚLJĨĂĐƚŽƌƚŽƵƐĞŝŶ&Žƌŵϰ͘ϯͲϯ͘ /ĨƐŝƚĞĐŽŶƐƚƌĂŝŶƚƐůŝŵŝƚƚŚĞƵƐĞŽĨDWƐƚŽĂƐŝŶŐůĞƚLJƉĞĂŶĚŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶ DWƐŵŝƚŝŐĂƚĞŶŽŵŽƌĞƚŚĂŶϰϬйŽĨƚŚĞs͕ƚŚĞŶƚŚĞLJĂƌĞĐŽŶƐŝĚĞƌĞĚŝŶĨĞĂƐŝďůĞĂŶĚƚŚĞWƌŽũĞĐƚ WƌŽƉŽŶĞŶƚŵĂLJĞǀĂůƵĂƚĞƚŚĞĞĨĨĞĐƚŝǀĞŶĞƐƐŽĨDWƐůŽǁĞƌŝŶƚŚĞ>/ŚŝĞƌĂƌĐŚLJŽĨƵƐĞ;^ĞĐƚŝŽŶϱ͘ϱ͘ϭŽĨ ƚŚĞd'ĨŽƌtYDWͿ /ĨŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨŝŶĨŝůƚƌĂƚŝŽŶƐDWƐŝƐĨĞĂƐŝďůĞĂƐĚĞƚĞƌŵŝŶĞĚƵƐŝŶŐ&Žƌŵϰ͘ϯͲϭ͕ƚŚĞŶ>/ŝŶĨŝůƚƌĂƚŝŽŶ DWƐƐŚĂůůďĞŝŵƉůĞŵĞŶƚĞĚƚŽƚŚĞDW;ƐĞĐƚŝŽŶϰ͘ϭŽĨƚŚĞd'ĨŽƌtYDWͿ͘ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϲ &Žƌŵϰ͘ϯͲϯ/ŶĨŝůƚƌĂƚŝŽŶ>/DW Ͳ hŶĚĞƌŐƌŽƵŶĚDWƐ ;ϭͿ ϭ ZĞŵĂŝŶŝŶŐ>/sŶŽƚŵĞƚďLJƐŝƚĞĚĞƐŝŐŶ,^DW;ĨƚϯͿ͗ϯϵ͕ϱϲϭĨƚϯ sƵŶŵĞƚс&Žƌŵϰ͘ϮͲϭ/ƚĞŵϳͲ&Žƌŵϰ͘ϯͲϮ/ƚĞŵϯϬ DWdLJƉĞ hƐĞĐŽůƵŵŶƐƚŽƚŚĞƌŝŐŚƚƚŽĐŽŵƉƵƚĞƌƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶ ĨƌŽŵƉƌŽƉŽƐĞĚŝŶĨŝůƚƌĂƚŝŽŶDW;ƐĞůĞĐƚDWĨƌŽŵdĂďůĞϱͲϰŝŶd'ĨŽƌ tYDWͿͲhƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐĨŽƌŵŽƌĞDWƐ Ͳϭ;Dϭ͕ DϮͿ ϭͲŽŶƚĞĐŚDWͲϭ Ϯ /ŶĨŝůƚƌĂƚŝŽŶƌĂƚĞŽĨƵŶĚĞƌůLJŝŶŐƐŽŝůƐ;ŝŶͬŚƌͿ ^ĞĞ^ĞĐƚŝŽŶϱ͘ϰ͘ϮĂŶĚ ƉƉĞŶĚŝdžŽĨƚŚĞd'ĨŽƌtYDWĨŽƌŵŝŶŝŵƵŵƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌ ĂƐƐĞƐƐŵĞŶƚŵĞƚŚŽĚƐ ϵ͘ϭϬ ϯ /ŶĨŝůƚƌĂƚŝŽŶƐĂĨĞƚLJĨĂĐƚŽƌ ^ĞĞd'^ĞĐƚŝŽŶϱ͘ϰ͘ϮĂŶĚƉƉĞŶĚŝdžϮ͘Ϭ ϰ ĞƐŝŐŶƉĞƌĐŽůĂƚŝŽŶƌĂƚĞ;ŝŶͬŚƌͿ WĚĞƐŝŐŶс/ƚĞŵϮͬ/ƚĞŵϯ ϰ͘ϱϱ ϱ WŽŶĚĞĚǁĂƚĞƌĚƌĂǁĚŽǁŶƚŝŵĞ;ŚƌͿ ŽƉLJ/ƚĞŵϲŝŶ&Žƌŵϰ͘ϮͲϭ ϰϴ ϲ DĂdžŝŵƵŵƉŽŶĚŝŶŐĚĞƉƚŚ;ĨƚͿ DWƐƉĞĐŝĨŝĐ͕ƐĞĞdĂďůĞϱͲϰŽĨƚŚĞd' ĨŽƌtYDWĨŽƌDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϳ͘ϱĨƚ ϳ WŽŶĚŝŶŐĞƉƚŚ;ĨƚͿ ĚDWсDŝŶŝŵƵŵŽĨ;ϭͬϭϮΎ/ƚĞŵϰΎ/ƚĞŵϱͿŽƌ/ƚĞŵϲ ϳ͘ϱĨƚ ϴ /ŶĨŝůƚƌĂƚŝŶŐƐƵƌĨĂĐĞĂƌĞĂ͕^DW;ĨƚϮͿ ƚŚĞůĞƐƐĞƌŽĨƚŚĞĂƌĞĂŶĞĞĚĞĚĨŽƌ ŝŶĨŝůƚƌĂƚŝŽŶŽĨĨƵůůsŽƌŵŝŶŝŵƵŵƐƉĂĐĞƌĞƋƵŝƌĞŵĞŶƚƐĨƌŽŵdĂďůĞϱ͘ϳŽĨ ƚŚĞd'ĨŽƌtYDW ΎϮϲ͕ϯϮϮƐƋͲĨƚ ΎDϭΘDϮĚƌĂŝŶ ƚŽĂƐŝŶŐůĞDW /ŶĨͬĞƚŚĂŵďĞƌ ;ďŽƚƚŽŵϮ͘ϳ͛ĨŽƌtY ZĞƚĞŶƚŝŽŶͿ ϵ ŵĞŶĚĞĚƐŽŝůĚĞƉƚŚ͕ĚŵĞĚŝĂ;ĨƚͿ KŶůLJŝŶĐůƵĚĞĚŝŶĐĞƌƚĂŝŶDWƚLJƉĞƐ͕ ƐĞĞdĂďůĞϱͲϰŝŶƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϬĨƚ ϭϬ ŵĞŶĚĞĚƐŽŝůƉŽƌŽƐŝƚLJ Ϭ ϭϭ 'ƌĂǀĞůĚĞƉƚŚ͕ĚŵĞĚŝĂ;ĨƚͿ KŶůLJŝŶĐůƵĚĞĚŝŶĐĞƌƚĂŝŶDWƚLJƉĞƐ͕ƐĞĞ dĂďůĞϱͲϰŽĨƚŚĞd'ĨŽƌtYDWĨŽƌDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϬĨƚ ϭϮ 'ƌĂǀĞůƉŽƌŽƐŝƚLJ Ϭ͘ϰϬ ϭϯ ƵƌĂƚŝŽŶŽĨƐƚŽƌŵĂƐďĂƐŝŶŝƐĨŝůůŝŶŐ;ŚƌƐͿ dLJƉŝĐĂůΕϯŚƌƐ ϯŚƌƐ ϭϰ ďŽǀĞ'ƌŽƵŶĚZĞƚĞŶƚŝŽŶsŽůƵŵĞ;ĨƚϯͿ sƌĞƚĞŶƚŝŽŶс/ƚĞŵϴΎ΀/ƚĞŵϳн ;/ƚĞŵϵΎ/ƚĞŵϭϬͿн;/ƚĞŵϭϭΎ/ƚĞŵϭϮͿ н;/ƚĞŵϭϯΎ;/ƚĞŵϰͬϭϮͿͿ΁ ϬĨƚϯ ϭϱ hŶĚĞƌŐƌŽƵŶĚZĞƚĞŶƚŝŽŶsŽůƵŵĞ;ĨƚϯͿ sŽůƵŵĞĚĞƚĞƌŵŝŶĞĚƵƐŝŶŐ ŵĂŶƵĨĂĐƚƵƌĞƌ͛ƐƐƉĞĐŝĨŝĐĂƚŝŽŶƐĂŶĚĐĂůĐƵůĂƚŝŽŶƐ ϰϬ͕ϬϵϱĨƚϯ ϭϲ dŽƚĂůZĞƚĞŶƚŝŽŶsŽůƵŵĞĨƌŽŵ>//ŶĨŝůƚƌĂƚŝŽŶDWƐ͗ϰϬ͕Ϭϵϱ ;^ƵŵŽĨ/ƚĞŵƐϭϰĂŶĚϭϱĨŽƌĂůůŝŶĨŝůƚƌĂƚŝŽŶDWŝŶĐůƵĚĞĚŝŶƉůĂŶͿ ϭϳ &ƌĂĐƚŝŽŶŽĨsĂĐŚŝĞǀĞĚǁŝƚŚŝŶĨŝůƚƌĂƚŝŽŶDW͗ϭϬϭй ZĞƚĞŶƚŝŽŶйс/ƚĞŵϭϲͬ&Žƌŵϰ͘ϮͲϭ/ƚĞŵϳ ϭϴ /ƐĨƵůů>/sƌĞƚĂŝŶĞĚŽŶͲƐŝƚĞǁŝƚŚĐŽŵďŝŶĂƚŝŽŶŽĨŚLJĚƌŽůŽŐŝĐƐŽƵƌĐĞĐŽŶƚƌŽůĂŶĚ>/ƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶDWƐ͍zĞƐ EŽ /ĨLJĞƐ͕ĚĞŵŽŶƐƚƌĂƚĞĐŽŶĨŽƌŵĂŶĐĞƵƐŝŶŐ&Žƌŵϰ͘ϯͲϭϬ͖/ĨŶŽ͕ƚŚĞŶƌĞĚƵĐĞ/ƚĞŵϯ͕&ĂĐƚŽƌŽĨ^ĂĨĞƚLJƚŽϮ͘ϬĂŶĚŝŶĐƌĞĂƐĞ/ƚĞŵϴ͕/ŶĨŝůƚƌĂƚŝŶŐ^ƵƌĨĂĐĞƌĞĂ͕ƐƵĐŚƚŚĂƚƚŚĞ ƉŽƌƚŝŽŶŽĨƚŚĞƐŝƚĞĂƌĞĂƵƐĞĚĨŽƌƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶDWƐĞƋƵĂůƐŽƌĞdžĐĞĞĚƐƚŚĞŵŝŶŝŵƵŵĞĨĨĞĐƚŝǀĞĂƌĞĂƚŚƌĞƐŚŽůĚƐ;dĂďůĞϱͲϳŽĨƚŚĞd'ĨŽƌtYDWͿĨŽƌƚŚĞ ĂƉƉůŝĐĂďůĞĐĂƚĞŐŽƌLJŽĨĚĞǀĞůŽƉŵĞŶƚĂŶĚƌĞƉĞĂƚĂůůĂďŽǀĞĐĂůĐƵůĂƚŝŽŶƐ͘ PROJECT SUMMARY CALCULATION DETAILS • LOADING = HS20/HS25 •APPROX.LINEAR FOOTAGE= 2,961 LF STORAGE SUMMARY • STORAGE VOLUME REQUIRED= 129,000 CF • PIPE STORAGE VOLUME= 83,720 CF • BACKFILL STORAGE VOLUME= 45,478 CF • TOTAL STORAGE PROVIDED= 129,198 CF • STONE VOID= 40% PIPE DETAILS • DIAMETER = 72" ■ CORRUGATION = 5x1 •GAGE=16 • COATING = AL T2 • WALL TYPE = PERFORATED • BARREL SPACING = 36" BACKFILL DETAILS • WIDTH AT ENDS= 12" • ABOVE PIPE = 6" • WIDTH AT SIDES= 12" • BELOW PIPE= 12" NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BV THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTMA998. • ALL RISERS AND STUBS ARE i½,• x ½" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE ;I IS NEEDED IT IS THE RESPONSIBILITY OF THE ! •~~~~~~~BE DETERMINED UPON FINAL DESIGN. ~ • THE PROJECT SUMMARY IS REFLECTIVE OF THE i DYODS DESIGN, QUANTITIES ARE APPROX. AND i ~~~~~!~ ~g:l~~~~~T~~,c_L ~i~:T~~ DOES !1 ~6 ~~;~~66~~;~~:~~:~: :~~~~~; I ESTIMATED EXCAVATION FOOTPRINT. • THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR !l! REGULATIONS. 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VII-35 May19,2011 FONT ANA INVESTMENT 2023, LLC District. Property 2 I Fontana INFILTRATION TEST RESULTS September 6, 2023 J .N. 23-203 Page 27 Plans for development of the s ubj ect property were not availab le at the time of our initial fiel d work; however, conceptual plans were subsequently provided with te ntative locatio n for buried water quality chambers by the design civil eng ineer. A total of four percolation tests were cond ucted to assess infiltration rates of the near-surface onsite soi ls for pre liminary design of detention basins to manage storm water runoff. The test locations are presented in F igu re 2 . The initial infiltration test ho le (P-1 A) was e xcavated on J uly 25 , 2023 using a conventional backhoe. A one-foot square hole was hand excavated from 4 to 5 feet bgs and l foot of perforated pipe embedded in 1 foot pea gravel was placed in the hand excavation. Solid pipe was added to the s urface a nd the test pit was backfilled with native soils. Pre-soaking and testing was conducted at a depth of 4 to 5 feet using the Falling Head Test Method (RCFCD , 201 1 ). The infiltration test was conducted in th e lower one foot of the test pit. The hole was pre-soaked inunediately after drilling. The infiltration rate was then calculated using the Porchet Method (RCFCD, 2011), commonly called the "inversed auger-hole method ." Three additiona l percolation test borings (P-1 A tlu·ough P-3) were drilled on August 24, 2023 to depths of 10 to 12 feet, using a holl ow-stem-auger drill rig. Following the installation of 3-inch PVC perforated casing and grave l pack, the test boles presoaked. T hese tests used the Falling Head Test Method (RCFC D , 2011). Infiltration rates were then calculated u sing the Porchet M ethod (RCFCD, 2011), commonly called the "inversed auger-hole method ." The infiltration tests were conduc ted in the lower 5 feet of the borings. Soils encountered in test lo cations consisted of medium-to course-gra ined gravelly sand . The test locatio ns are shown in Figure 2. Test pit and boring logs are provided in Appendix A. The un-factored infiltration rate resu lts are summarized below in Table 4 , and test data are provided in Appendix D. TABLE4 Summary oflnfiltration Rates Percolation Test Depth of Test Percolation Rate Infiltration Rate (feet below surface) (gallons/day/ft2) (inches/hour) P-lA 4 to 5 308 47 P-1 5 to IO L03 ~ 9.1 P-2 7 to 12 45 / 3.9 P -3 5 to 10 153 V 13.4 / ✓ & l lnf Rate at th e location of the Inf. 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ŝŽƚƌĞĂƚŵĞŶƚDWƐŵĂLJďĞĐŽŶƐŝĚĞƌĞĚŝĨƚŚĞĨƵůů>/sĐĂŶŶŽƚďĞŵĞƚďLJŵĂdžŝŵŝnjŝŶŐƌĞƚĞŶƚŝŽŶĂŶĚ ŝŶĨŝůƚƌĂƚŝŽŶ͕ĂŶĚŚĂƌǀĞƐƚĂŶĚƵƐĞDWƐ͘ŬĞLJĐŽŶƐŝĚĞƌĂƚŝŽŶǁŚĞŶƵƐŝŶŐďŝŽƚƌĞĂƚŵĞŶƚDWŝƐƚŚĞ ĞĨĨĞĐƚŝǀĞŶĞƐƐŽĨƚŚĞƉƌŽƉŽƐĞĚDWŝŶĂĚĚƌĞƐƐŝŶŐƚŚĞƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶĨŽƌƚŚĞƉƌŽũĞĐƚ;ƐĞĞdĂďůĞϱͲϱ ŽĨƚŚĞd'ĨŽƌtYDWͿ͘ hƐĞ&Žƌŵϰ͘ϯͲϱƚŽƐƵŵŵĂƌŝnjĞƚŚĞƉŽƚĞŶƚŝĂůĨŽƌǀŽůƵŵĞďĂƐĞĚĂŶĚͬŽƌĨůŽǁďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚŽƉƚŝŽŶƐƚŽ ďŝŽƚƌĞĂƚƚŚĞƌĞŵĂŝŶŝŶŐƵŶŵĞƚ>/sǁ͘ŝŽƚƌĞĂƚŵĞŶƚĐŽŵƉƵƚĂƚŝŽŶƐĂƌĞŝŶĐůƵĚĞĚĂƐĨŽůůŽǁƐ͗ x hƐĞ&Žƌŵϰ͘ϯͲϲƚŽĐŽŵƉƵƚĞďŝŽƚƌĞĂƚŵĞŶƚŝŶƐŵĂůůǀŽůƵŵĞďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW;Ğ͘Ő͘ďŝŽƌĞƚĞŶƚŝŽŶǁͬƵŶĚĞƌĚƌĂŝŶƐͿ͖ x hƐĞ&Žƌŵϰ͘ϯͲϳƚŽĐŽŵƉƵƚĞďŝŽƚƌĞĂƚŵĞŶƚŝŶůĂƌŐĞǀŽůƵŵĞďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW;Ğ͘Ő͘ĐŽŶƐƚƌƵĐƚĞĚǁĞƚůĂŶĚƐͿ͖ x hƐĞ&Žƌŵϰ͘ϯͲϴƚŽĐŽŵƉƵƚĞƐŝnjŝŶŐĐƌŝƚĞƌŝĂĨŽƌĨůŽǁͲďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW;Ğ͘Ő͘ďŝŽƐǁĂůĞƐͿ &Žƌŵϰ͘ϯͲϱEŽƚƉƉůŝĐĂďůĞ͘dŚĞ^ŝƚĞŝƐƵƐŝŶŐ/ŶĨŝůƚƌĂƚŝŽŶDWƐĨŽƌƚŚĞĨƵůůsŵŝƚŝŐĂƚŝŽŶ͘ &Žƌŵϰ͘ϯͲϱ^ĞůĞĐƚŝŽŶĂŶĚǀĂůƵĂƚŝŽŶŽĨŝŽƚƌĞĂƚŵĞŶƚDW ϭ ZĞŵĂŝŶŝŶŐ>/sŶŽƚŵĞƚďLJƐŝƚĞĚĞƐŝŐŶ,^͕ ŝŶĨŝůƚƌĂƚŝŽŶ͕ŽƌŚĂƌǀĞƐƚĂŶĚƵƐĞDWĨŽƌƉŽƚĞŶƚŝĂů ďŝŽƚƌĞĂƚŵĞŶƚ;ĨƚϯͿ͗Ϭ &Žƌŵϰ͘ϮͲϭ/ƚĞŵϳͲ&Žƌŵϰ͘ϯͲϮ/ƚĞŵ ϯϬʹ&Žƌŵϰ͘ϯͲϯ/ƚĞŵϭϲͲ&Žƌŵϰ͘ϯͲϰ/ƚĞŵϵ >ŝƐƚƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶ ŽƉLJĨƌŽŵ&ŽƌŵϮ͘ϯͲϭ͘ EŽŶĞ Ϯ ŝŽƚƌĞĂƚŵĞŶƚDW^ĞůĞĐƚĞĚ ;^ĞůĞĐƚďŝŽƚƌĞĂƚŵĞŶƚDW;ƐͿ ŶĞĐĞƐƐĂƌLJƚŽĞŶƐƵƌĞĂůůƉŽůůƵƚĂŶƚƐŽĨ ĐŽŶĐĞƌŶĂƌĞĂĚĚƌĞƐƐĞĚƚŚƌŽƵŐŚhŶŝƚ KƉĞƌĂƚŝŽŶƐĂŶĚWƌŽĐĞƐƐĞƐ͕ĚĞƐĐƌŝďĞĚ ŝŶdĂďůĞϱͲϱŽĨƚŚĞd'ĨŽƌtYDWͿ sŽůƵŵĞͲďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚ hƐĞ&ŽƌŵƐϰ͘ϯͲϲĂŶĚϰ͘ϯͲϳƚŽĐŽŵƉƵƚĞƚƌĞĂƚĞĚǀŽůƵŵĞ &ůŽǁͲďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚ hƐĞ&Žƌŵϰ͘ϯͲϴƚŽĐŽŵƉƵƚĞƚƌĞĂƚĞĚǀŽůƵŵĞ ŝŽƌĞƚĞŶƚŝŽŶǁŝƚŚƵŶĚĞƌĚƌĂŝŶ WůĂŶƚĞƌďŽdžǁŝƚŚƵŶĚĞƌĚƌĂŝŶ ŽŶƐƚƌƵĐƚĞĚǁĞƚůĂŶĚƐ tĞƚĞdžƚĞŶĚĞĚĚĞƚĞŶƚŝŽŶ ƌLJĞdžƚĞŶĚĞĚĚĞƚĞŶƚŝŽŶ sĞŐĞƚĂƚĞĚƐǁĂůĞ sĞŐĞƚĂƚĞĚĨŝůƚĞƌƐƚƌŝƉ WƌŽƉƌŝĞƚĂƌLJďŝŽƚƌĞĂƚŵĞŶƚ ϯ sŽůƵŵĞďŝŽƚƌĞĂƚĞĚŝŶǀŽůƵŵĞďĂƐĞĚ ďŝŽƚƌĞĂƚŵĞŶƚDW;ĨƚϯͿ͗&Žƌŵϰ͘ϯͲ ϲ/ƚĞŵϭϱн&Žƌŵϰ͘ϯͲϳ/ƚĞŵϭϯ ϰ ŽŵƉƵƚĞƌĞŵĂŝŶŝŶŐ>/sǁŝƚŚ ŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨǀŽůƵŵĞďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚ DW;ĨƚϯͿ͗/ƚĞŵϭʹ/ƚĞŵϯ ϱ ZĞŵĂŝŶŝŶŐĨƌĂĐƚŝŽŶŽĨ>/sĨŽƌ ƐŝnjŝŶŐĨůŽǁďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW͗      й /ƚĞŵϰͬ/ƚĞŵϭ ϲ &ůŽǁͲďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDWĐĂƉĂĐŝƚLJƉƌŽǀŝĚĞĚ;ĐĨƐͿ͗hƐĞ&ŝŐƵƌĞϱͲϮŽĨƚŚĞd'ĨŽƌtYDWƚŽĚĞƚĞƌŵŝŶĞĨůŽǁĐĂƉĂĐŝƚLJƌĞƋƵŝƌĞĚƚŽ ƉƌŽǀŝĚĞďŝŽƚƌĞĂƚŵĞŶƚŽĨƌĞŵĂŝŶŝŶŐƉĞƌĐĞŶƚĂŐĞŽĨƵŶŵĞƚ>/s;/ƚĞŵϱͿ͕ĨŽƌƚŚĞƉƌŽũĞĐƚ͛ƐƉƌĞĐŝƉŝƚĂƚŝŽŶnjŽŶĞ;&ŽƌŵϯͲϭ/ƚĞŵϭͿ ϳ DĞƚƌŝĐƐĨŽƌDWĚĞƚĞƌŵŝŶĂƚŝŽŶ͗ x WƌŽǀŝĚĞĚĂtYDWǁŝƚŚƚŚĞƉŽƌƚŝŽŶŽĨƐŝƚĞĂƌĞĂƵƐĞĚĨŽƌƐƵŝƚĞŽĨ>/DWĞƋƵĂůƚŽŵŝŶŝŵƵŵƚŚƌĞƐŚŽůĚƐŝŶdĂďůĞϱͲϳŽĨƚŚĞ d'ĨŽƌtYDWĨŽƌƚŚĞƉƌŽƉŽƐĞĚĐĂƚĞŐŽƌLJŽĨĚĞǀĞůŽƉŵĞŶƚ͗/ĨŵĂdžŝŵŝnjĞĚŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶDWƐŝƐĨĞĂƐŝďůĞĨŽƌƉĂƌƚŝĂůĐĂƉƚƵƌĞ͕ ƚŚĞŶ>/DWŝŵƉůĞŵĞŶƚĂƚŝŽŶŵƵƐƚďĞŽƉƚŝŵŝnjĞĚƚŽƌĞƚĂŝŶĂŶĚŝŶĨŝůƚƌĂƚĞƚŚĞŵĂdžŝŵƵŵƉŽƌƚŝŽŶŽĨƚŚĞsƉŽƐƐŝďůĞǁŝƚŚŝŶƚŚĞƉƌĞƐĐƌŝďĞĚ ŵŝŶŝŵƵŵĞĨĨĞĐƚŝǀĞĂƌĞĂ͘dŚĞƌĞŵĂŝŶŝŶŐƉŽƌƚŝŽŶŽĨƚŚĞsƐŚĂůůƚŚĞŶďĞŵŝƚŝŐĂƚĞĚƵƐŝŶŐďŝŽƚƌĞĂƚŵĞŶƚDW͘ □ □ □ □ □ □ □ □ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϮϵ &Žƌŵϰ͘ϯͲϲsŽůƵŵĞĂƐĞĚŝŽƚƌĞĂƚŵĞŶƚʹ ŝŽƌĞƚĞŶƚŝŽŶĂŶĚWůĂŶƚĞƌŽdžĞƐǁŝƚŚhŶĚĞƌĚƌĂŝŶƐ ŝŽƚƌĞĂƚŵĞŶƚDWdLJƉĞ ;ŝŽƌĞƚĞŶƚŝŽŶǁͬƵŶĚĞƌĚƌĂŝŶ͕ƉůĂŶƚĞƌďŽdžǁͬƵŶĚĞƌĚƌĂŝŶ͕ŽƚŚĞƌ ĐŽŵƉĂƌĂďůĞDWͿ    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ ϭ WŽůůƵƚĂŶƚƐĂĚĚƌĞƐƐĞĚǁŝƚŚDW >ŝƐƚĂůůƉŽůůƵƚĂŶƚŽĨĐŽŶĐĞƌŶƚŚĂƚ ǁŝůůďĞĞĨĨĞĐƚŝǀĞůLJƌĞĚƵĐĞĚƚŚƌŽƵŐŚƐƉĞĐŝĨŝĐhŶŝƚKƉĞƌĂƚŝŽŶƐĂŶĚ WƌŽĐĞƐƐĞƐĚĞƐĐƌŝďĞĚŝŶdĂďůĞϱͲϱŽĨƚŚĞd'ĨŽƌtYDW Ϯ ŵĞŶĚĞĚƐŽŝůŝŶĨŝůƚƌĂƚŝŽŶƌĂƚĞ dLJƉŝĐĂůΕϱ͘Ϭ ϯ ŵĞŶĚĞĚƐŽŝůŝŶĨŝůƚƌĂƚŝŽŶƐĂĨĞƚLJĨĂĐƚŽƌ dLJƉŝĐĂůΕϮ͘Ϭ ϰ ŵĞŶĚĞĚƐŽŝůĚĞƐŝŐŶƉĞƌĐŽůĂƚŝŽŶƌĂƚĞ;ŝŶͬŚƌͿ WĚĞƐŝŐŶс/ƚĞŵϮͬ /ƚĞŵϯ ϱ WŽŶĚĞĚǁĂƚĞƌĚƌĂǁĚŽǁŶƚŝŵĞ;ŚƌͿ ŽƉLJ/ƚĞŵϲĨƌŽŵ&Žƌŵϰ͘ϮͲϭ ϲ DĂdžŝŵƵŵƉŽŶĚŝŶŐĚĞƉƚŚ;ĨƚͿ ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDW ĨŽƌƌĞĨĞƌĞŶĐĞƚŽDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϳ WŽŶĚŝŶŐĞƉƚŚ;ĨƚͿ ĚDWсDŝŶŝŵƵŵŽĨ;ϭͬϭϮΎ/ƚĞŵϰΎ/ƚĞŵϱͿŽƌ /ƚĞŵϲ ϴ ŵĞŶĚĞĚƐŽŝůƐƵƌĨĂĐĞĂƌĞĂ;ĨƚϮͿ ϵ ŵĞŶĚĞĚƐŽŝůĚĞƉƚŚ;ĨƚͿ ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌ ƌĞĨĞƌĞŶĐĞƚŽDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϭϬ ŵĞŶĚĞĚƐŽŝůƉŽƌŽƐŝƚLJ͕Ŷ ϭϭ 'ƌĂǀĞůĚĞƉƚŚ;ĨƚͿ ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞ ƚŽDWĚĞƐŝŐŶĚĞƚĂŝůƐ ϭϮ 'ƌĂǀĞůƉŽƌŽƐŝƚLJ͕Ŷ ϭϯ ƵƌĂƚŝŽŶŽĨƐƚŽƌŵĂƐďĂƐŝŶŝƐĨŝůůŝŶŐ;ŚƌƐͿ dLJƉŝĐĂůΕϯŚƌƐ ϭϰ ŝŽƚƌĞĂƚĞĚsŽůƵŵĞ;ĨƚϯͿ sďŝŽƚƌĞĂƚĞĚс/ƚĞŵϴΎ΀;/ƚĞŵϳͬϮͿн;/ƚĞŵϵ Ύ/ƚĞŵϭϬͿн;/ƚĞŵϭϭΎ/ƚĞŵϭϮͿ н;/ƚĞŵϭϯΎ;/ƚĞŵϰͬϭϮͿͿ΁ ϭϱ dŽƚĂůďŝŽƚƌĞĂƚĞĚǀŽůƵŵĞĨƌŽŵďŝŽƌĞƚĞŶƚŝŽŶĂŶĚͬŽƌƉůĂŶƚĞƌďŽdžǁŝƚŚƵŶĚĞƌĚƌĂŝŶƐDW͗ ^ƵŵŽĨ/ƚĞŵϭϰĨŽƌĂůůǀŽůƵŵĞͲďĂƐĞĚDWƐŝŶĐůƵĚĞĚŝŶƚŚŝƐĨŽƌŵ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯϬ &Žƌŵϰ͘ϯͲϳsŽůƵŵĞĂƐĞĚŝŽƚƌĞĂƚŵĞŶƚʹ ŽŶƐƚƌƵĐƚĞĚtĞƚůĂŶĚƐĂŶĚdžƚĞŶĚĞĚĞƚĞŶƚŝŽŶ ŝŽƚƌĞĂƚŵĞŶƚDWdLJƉĞ ŽŶƐƚƌƵĐƚĞĚǁĞƚůĂŶĚƐ͕ĞdžƚĞŶĚĞĚǁĞƚĚĞƚĞŶƚŝŽŶ͕ĞdžƚĞŶĚĞĚĚƌLJĚĞƚĞŶƚŝŽŶ͕ ŽƌŽƚŚĞƌĐŽŵƉĂƌĂďůĞƉƌŽƉƌŝĞƚĂƌLJDW͘/ĨDWŝŶĐůƵĚĞƐŵƵůƚŝƉůĞŵŽĚƵůĞƐ ;Ğ͘Ő͘ĨŽƌĞďĂLJĂŶĚŵĂŝŶďĂƐŝŶͿ͕ƉƌŽǀŝĚĞƐĞƉĂƌĂƚĞĞƐƚŝŵĂƚĞƐĨŽƌƐƚŽƌĂŐĞ ĂŶĚƉŽůůƵƚĂŶƚƐƚƌĞĂƚĞĚŝŶĞĂĐŚŵŽĚƵůĞ͘    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ &ŽƌĞďĂLJ ĂƐŝŶ &ŽƌĞďĂLJ ĂƐŝŶ ϭ WŽůůƵƚĂŶƚƐĂĚĚƌĞƐƐĞĚǁŝƚŚDWĨŽƌĞďĂLJĂŶĚďĂƐŝŶ >ŝƐƚĂůůƉŽůůƵƚĂŶƚŽĨĐŽŶĐĞƌŶƚŚĂƚǁŝůůďĞĞĨĨĞĐƚŝǀĞůLJƌĞĚƵĐĞĚƚŚƌŽƵŐŚ ƐƉĞĐŝĨŝĐhŶŝƚKƉĞƌĂƚŝŽŶƐĂŶĚWƌŽĐĞƐƐĞƐĚĞƐĐƌŝďĞĚŝŶdĂďůĞϱͲϱŽĨƚŚĞd' ĨŽƌtYDW Ϯ ŽƚƚŽŵǁŝĚƚŚ;ĨƚͿ ϯ ŽƚƚŽŵůĞŶŐƚŚ;ĨƚͿ ϰ ŽƚƚŽŵĂƌĞĂ;ĨƚϮͿ ďŽƚƚŽŵс/ƚĞŵϮΎ/ƚĞŵϯ ϱ ^ŝĚĞƐůŽƉĞ;ĨƚͬĨƚͿ ϲ ĞƉƚŚŽĨƐƚŽƌĂŐĞ;ĨƚͿ ϳ tĂƚĞƌƐƵƌĨĂĐĞĂƌĞĂ;ĨƚϮͿ ƐƵƌĨĂĐĞс;/ƚĞŵϮн;ϮΎ/ƚĞŵϱΎ/ƚĞŵϲͿͿΎ;/ƚĞŵϯн;ϮΎ/ƚĞŵϱΎ/ƚĞŵϲͿͿ ϴ ^ƚŽƌĂŐĞǀŽůƵŵĞ;ĨƚϯͿ &ŽƌDWǁŝƚŚĂĨŽƌĞďĂLJ͕ĞŶƐƵƌĞĨƌĂĐƚŝŽŶŽĨ ƚŽƚĂůƐƚŽƌĂŐĞŝƐǁŝƚŚŝŶƌĂŶŐĞƐƐƉĞĐŝĨŝĞĚŝŶDWƐƉĞĐŝĨŝĐĨĂĐƚƐŚĞĞƚƐ͕ƐĞĞ dĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽDWĚĞƐŝŐŶĚĞƚĂŝůƐ sс/ƚĞŵϲͬϯΎ΀/ƚĞŵϰн/ƚĞŵϳн;/ƚĞŵϰΎ/ƚĞŵϳͿΔϬ͘ϱ΁ ϵ ƌĂǁĚŽǁŶdŝŵĞ;ŚƌƐͿ ŽƉLJ/ƚĞŵϲĨƌŽŵ&ŽƌŵϮ͘ϭ ϭϬ KƵƚĨůŽǁƌĂƚĞ;ĐĨƐͿYDWс;/ƚĞŵϴĨŽƌĞďĂLJн/ƚĞŵϴďĂƐŝŶͿͬ;/ƚĞŵϵΎϯϲϬϬͿ ϭϭ ƵƌĂƚŝŽŶŽĨĚĞƐŝŐŶƐƚŽƌŵĞǀĞŶƚ;ŚƌƐͿ ϭϮ ŝŽƚƌĞĂƚĞĚsŽůƵŵĞ;ĨƚϯͿ sďŝŽƚƌĞĂƚĞĚс;/ƚĞŵϴĨŽƌĞďĂLJн/ƚĞŵϴďĂƐŝŶͿн;/ƚĞŵϭϬΎ/ƚĞŵϭϭΎϯϲϬϬͿ ϭϯ dŽƚĂůďŝŽƚƌĞĂƚĞĚǀŽůƵŵĞĨƌŽŵĐŽŶƐƚƌƵĐƚĞĚǁĞƚůĂŶĚƐ͕ĞdžƚĞŶĚĞĚĚƌLJĚĞƚĞŶƚŝŽŶ͕ŽƌĞdžƚĞŶĚĞĚǁĞƚĚĞƚĞŶƚŝŽŶ͗ ;^ƵŵŽĨ/ƚĞŵϭϮĨŽƌĂůůDWŝŶĐůƵĚĞĚŝŶƉůĂŶͿ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯϭ &Žƌŵϰ͘ϯͲϴ&ůŽǁĂƐĞĚŝŽƚƌĞĂƚŵĞŶƚ ŝŽƚƌĞĂƚŵĞŶƚDWdLJƉĞ sĞŐĞƚĂƚĞĚƐǁĂůĞ͕ǀĞŐĞƚĂƚĞĚĨŝůƚĞƌƐƚƌŝƉ͕ŽƌŽƚŚĞƌĐŽŵƉĂƌĂďůĞƉƌŽƉƌŝĞƚĂƌLJ DW    D DWdLJƉĞ    D DWdLJƉĞ    D DWdLJƉĞ ;hƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐ ĨŽƌŵŽƌĞDWƐͿ ϭ WŽůůƵƚĂŶƚƐĂĚĚƌĞƐƐĞĚǁŝƚŚDW >ŝƐƚĂůůƉŽůůƵƚĂŶƚŽĨĐŽŶĐĞƌŶƚŚĂƚǁŝůůďĞĞĨĨĞĐƚŝǀĞůLJƌĞĚƵĐĞĚƚŚƌŽƵŐŚ ƐƉĞĐŝĨŝĐhŶŝƚKƉĞƌĂƚŝŽŶƐĂŶĚWƌŽĐĞƐƐĞƐĚĞƐĐƌŝďĞĚŝŶd'dĂďůĞϱͲϱ Ϯ &ůŽǁĚĞƉƚŚĨŽƌǁĂƚĞƌƋƵĂůŝƚLJƚƌĞĂƚŵĞŶƚ;ĨƚͿ DWƐƉĞĐŝĨŝĐ͕ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽDW ĚĞƐŝŐŶĚĞƚĂŝůƐ ϯ ĞĚƐůŽƉĞ;ĨƚͬĨƚͿ DWƐƉĞĐŝĨŝĐ͕ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽDW ĚĞƐŝŐŶĚĞƚĂŝůƐ ϰ DĂŶŶŝŶŐΖƐƌŽƵŐŚŶĞƐƐĐŽĞĨĨŝĐŝĞŶƚ ϱ ŽƚƚŽŵǁŝĚƚŚ;ĨƚͿ ďǁс;&Žƌŵϰ͘ϯͲϱ/ƚĞŵϲΎ/ƚĞŵϰͿͬ;ϭ͘ϰϵΎ/ƚĞŵϮΔϭ͘ϲϳΎ/ƚĞŵϯΔϬ͘ϱͿ ϲ ^ŝĚĞ^ůŽƉĞ;ĨƚͬĨƚͿ DWƐƉĞĐŝĨŝĐ͕ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽDW ĚĞƐŝŐŶĚĞƚĂŝůƐ ϳ ƌŽƐƐƐĞĐƚŝŽŶĂůĂƌĞĂ;ĨƚϮͿ с;/ƚĞŵϱΎ/ƚĞŵϮͿн;/ƚĞŵϲΎ/ƚĞŵϮΔϮͿ ϴ tĂƚĞƌƋƵĂůŝƚLJĨůŽǁǀĞůŽĐŝƚLJ;ĨƚͬƐĞĐͿ sс&Žƌŵϰ͘ϯͲϱ/ƚĞŵϲͬ/ƚĞŵϳ ϵ ,LJĚƌĂƵůŝĐƌĞƐŝĚĞŶĐĞƚŝŵĞ;ŵŝŶͿ WŽůůƵƚĂŶƚƐƉĞĐŝĨŝĐ͕ƐĞĞdĂďůĞϱͲϲŽĨƚŚĞd'ĨŽƌtYDWĨŽƌƌĞĨĞƌĞŶĐĞƚŽ DWĚĞƐŝŐŶĚĞƚĂŝůƐ ϭϬ >ĞŶŐƚŚŽĨĨůŽǁďĂƐĞĚDW;ĨƚͿ >с/ƚĞŵϴΎ/ƚĞŵϵΎϲϬ ϭϭ tĂƚĞƌƐƵƌĨĂĐĞĂƌĞĂĂƚǁĂƚĞƌƋƵĂůŝƚLJĨůŽǁĚĞƉƚŚ;ĨƚϮͿ ^ƚŽƉс;/ƚĞŵϱн;ϮΎ/ƚĞŵϮΎ/ƚĞŵϲͿͿΎ/ƚĞŵϭϬ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯϮ ϰ͘ϯ͘ϱ ŽŶĨŽƌŵĂŶĐĞ^ƵŵŵĂƌLJ ŽŵƉůĞƚĞ&Žƌŵϰ͘ϯͲϵƚŽĚĞŵŽŶƐƚƌĂƚĞŚŽǁŽŶͲƐŝƚĞ>/sŝƐŵĞƚǁŝƚŚƉƌŽƉŽƐĞĚƐŝƚĞĚĞƐŝŐŶŚLJĚƌŽůŽŐŝĐ ƐŽƵƌĐĞĐŽŶƚƌŽů͕ŝŶĨŝůƚƌĂƚŝŽŶ͕ŚĂƌǀĞƐƚĂŶĚƵƐĞ͕ĂŶĚͬŽƌďŝŽƚƌĞĂƚŵĞŶƚDW͘dŚĞďŽƚƚŽŵůŝŶĞŽĨƚŚĞĨŽƌŵŝƐƵƐĞĚ ƚŽĚĞƐĐƌŝďĞƚŚĞďĂƐŝƐĨŽƌŝŶĨĞĂƐŝďŝůŝƚLJĚĞƚĞƌŵŝŶĂƚŝŽŶĨŽƌŽŶͲƐŝƚĞ>/DWƚŽĂĐŚŝĞǀĞĨƵůů>/s͕ĂŶĚƉƌŽǀŝĚĞƐ ŵĞƚŚŽĚƐĨŽƌĐŽŵƉƵƚŝŶŐƌĞŵĂŝŶŝŶŐǀŽůƵŵĞƚŽďĞĂĚĚƌĞƐƐĞĚŝŶĂŶĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉůĂŶ͘/ĨƚŚĞƉƌŽũĞĐƚ ŚĂƐŵŽƌĞƚŚĂŶŽŶĞŽƵƚůĞƚ͕ƚŚĞŶĐŽŵƉůĞƚĞĂĚĚŝƚŝŽŶĂůǀĞƌƐŝŽŶƐŽĨƚŚŝƐĨŽƌŵĨŽƌĞĂĐŚŽƵƚůĞƚ͘ &Žƌŵϰ͘ϯͲϵŽŶĨŽƌŵĂŶĐĞ^ƵŵŵĂƌLJĂŶĚůƚĞƌŶĂƚŝǀĞ ŽŵƉůŝĂŶĐĞsŽůƵŵĞƐƚŝŵĂƚĞ;ϭͿ ϭ dŽƚĂů>/sĨŽƌƚŚĞWƌŽũĞĐƚͲϭ;ĨƚϯͿ͗ϯϵ͕ϱϲϭĨƚϯ ŽƉLJ/ƚĞŵϳŝŶ&Žƌŵϰ͘ϮͲϭ Ϯ KŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶǁŝƚŚƐŝƚĞĚĞƐŝŐŶŚLJĚƌŽůŽŐŝĐƐŽƵƌĐĞĐŽŶƚƌŽů>/DW;ĨƚϯͿ͗ϬĨƚϯ ŽƉLJ/ƚĞŵϯϬŝŶ&Žƌŵϰ͘ϯͲϮ ϯ KŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶǁŝƚŚ>/ŝŶĨŝůƚƌĂƚŝŽŶDW;ĨƚϯͿ͗ϰϬ͕ϬϵϱĨƚϯ ŽƉLJ/ƚĞŵϭϲŝŶ&Žƌŵϰ͘ϯͲϯ ϰ KŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶǁŝƚŚ>/ŚĂƌǀĞƐƚĂŶĚƵƐĞDW;ĨƚϯͿ͗ϬĨƚϯ ŽƉLJ/ƚĞŵϵŝŶ&Žƌŵϰ͘ϯͲϰ ϱ KŶͲƐŝƚĞďŝŽƚƌĞĂƚŵĞŶƚǁŝƚŚǀŽůƵŵĞďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW;ĨƚϯͿ͗ϬĨƚϯ ŽƉLJ/ƚĞŵϯŝŶ&Žƌŵϰ͘ϯͲϱ ϲ &ůŽǁĐĂƉĂĐŝƚLJƉƌŽǀŝĚĞĚďLJĨůŽǁďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDW;ĐĨƐͿ͗ϬĨƚϯ ŽƉLJ/ƚĞŵϲŝŶ&Žƌŵϰ͘ϯͲϱ ϳ >/DWƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂĂƌĞĂĐŚŝĞǀĞĚŝĨĂŶƐǁĞƌƚŽĂŶLJŽĨƚŚĞĨŽůůŽǁŝŶŐŝƐ͞zĞƐ͗͟ x &ƵůůƌĞƚĞŶƚŝŽŶŽĨ>/sǁŝƚŚƐŝƚĞĚĞƐŝŐŶ,^͕ŝŶĨŝůƚƌĂƚŝŽŶ͕ŽƌŚĂƌǀĞƐƚĂŶĚƵƐĞDW͗zĞƐ EŽ /ĨLJĞƐ͕ƐƵŵŽĨ/ƚĞŵƐϮ͕ϯ͕ĂŶĚϰŝƐŐƌĞĂƚĞƌƚŚĂŶ/ƚĞŵϭ x ŽŵďŝŶĂƚŝŽŶŽĨŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶDWƐĨŽƌĂƉŽƌƚŝŽŶŽĨƚŚĞ>/sĂŶĚǀŽůƵŵĞͲďĂƐĞĚďŝŽƚƌĞĂƚŵĞŶƚDWƚŚĂƚ ĂĚĚƌĞƐƐĂůůƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶĨŽƌƚŚĞƌĞŵĂŝŶŝŶŐ>/s͗zĞƐ EŽ /ĨLJĞƐ͕ĂͿƐƵŵŽĨ/ƚĞŵƐϮ͕ϯ͕ϰ͕ĂŶĚϱŝƐŐƌĞĂƚĞƌƚŚĂŶ/ƚĞŵϭ͕ĂŶĚ/ƚĞŵƐϮ͕ϯĂŶĚϰĂƌĞŵĂdžŝŵŝnjĞĚ͖ŽƌďͿ/ƚĞŵϲŝƐŐƌĞĂƚĞƌƚŚĂŶ&Žƌŵ ϰ͘ϯͲͲϱ/ƚĞŵϲĂŶĚ/ƚĞŵƐϮ͕ϯĂŶĚϰĂƌĞŵĂdžŝŵŝnjĞĚ ƒKŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶŝƐĚĞƚĞƌŵŝŶĞĚƚŽďĞŝŶĨĞĂƐŝďůĞĂŶĚďŝŽƚƌĞĂƚŵĞŶƚDWƉƌŽǀŝĚĞďŝŽƚƌĞĂƚŵĞŶƚĨŽƌĂůů ƉŽůůƵƚĂŶƚƐŽĨĐŽŶĐĞƌŶĨŽƌĨƵůů>/s͗zĞƐ EŽ /ĨLJĞƐ͕&Žƌŵϰ͘ϯͲϭ/ƚĞŵƐϳĂŶĚϴǁĞƌĞďŽƚŚĐŚĞĐŬĞĚLJĞƐ ϴ /ĨƚŚĞ>/sŝƐŶŽƚĂĐŚŝĞǀĞĚďLJĂŶLJŽĨƚŚĞƐĞŵĞĂŶƐ͕ƚŚĞŶƚŚĞƉƌŽũĞĐƚŵĂLJďĞĂůůŽǁĞĚƚŽĚĞǀĞůŽƉĂŶĂůƚĞƌŶĂƚŝǀĞ ĐŽŵƉůŝĂŶĐĞƉůĂŶ͘ŚĞĐŬďŽdžƚŚĂƚĚĞƐĐƌŝďĞƐƚŚĞƐĐĞŶĂƌŝŽǁŚŝĐŚĐĂƵƐĞĚƚŚĞŶĞĞĚĨŽƌĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞ͗ x ŽŵďŝŶĂƚŝŽŶŽĨ,^͕ƌĞƚĞŶƚŝŽŶĂŶĚŝŶĨŝůƚƌĂƚŝŽŶ͕ŚĂƌǀĞƐƚĂŶĚƵƐĞ͕ĂŶĚďŝŽƚƌĞĂƚŵĞŶƚDWƐƉƌŽǀŝĚĞůĞƐƐƚŚĂŶĨƵůů>/s ĐĂƉƚƵƌĞ͗ ŚĞĐŬĞĚLJĞƐĨŽƌ&Žƌŵϰ͘ϯͲϱ/ƚĞŵϳ͕/ƚĞŵϲŝƐnjĞƌŽ͕ĂŶĚƐƵŵŽĨ/ƚĞŵƐϮ͕ϯ͕ϰ͕ĂŶĚϱŝƐůĞƐƐƚŚĂŶ/ƚĞŵϭ͘/ĨƐŽ͕ĂƉƉůLJǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƐ ĂŶĚĐĂůĐƵůĂƚĞǀŽůƵŵĞĨŽƌĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞ͕sĂůƚс;/ƚĞŵϭʹ/ƚĞŵϮʹ/ƚĞŵϯʹ/ƚĞŵϰʹ/ƚĞŵϱͿΎ;ϭϬϬͲ&ŽƌŵϮ͘ϰͲϭ/ƚĞŵϮͿй x ŶĂƉƉƌŽǀĞĚtĂƚĞƌƐŚĞĚĐƚŝŽŶWůĂŶ;tWͿĚĞŵŽŶƐƚƌĂƚĞƐƚŚĂƚǁĂƚĞƌƋƵĂůŝƚLJĂŶĚŚLJĚƌŽůŽŐŝĐŝŵƉĂĐƚƐŽĨƵƌďĂŶŝnjĂƚŝŽŶ ĂƌĞŵŽƌĞĞĨĨĞĐƚŝǀĞǁŚĞŶŵĂŶĂŐĞĚŝŶĂƚĂŶŽĨĨͲƐŝƚĞĨĂĐŝůŝƚLJ͗ ƚƚĂĐŚĂƉƉƌŽƉƌŝĂƚĞtWƐĞĐƚŝŽŶ͕ŝŶĐůƵĚŝŶŐƚĞĐŚŶŝĐĂůĚŽĐƵŵĞŶƚĂƚŝŽŶ͕ƐŚŽǁŝŶŐĞĨĨĞĐƚŝǀĞŶĞƐƐĐŽŵƉĂƌŝƐŽŶƐĨŽƌƚŚĞƉƌŽũĞĐƚƐŝƚĞĂŶĚ ƌĞŐŝŽŶĂůǁĂƚĞƌƐŚĞĚ ~ □ □ □ □ □ □ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯϯ ϰ͘ϯ͘ϲ ,LJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶŽŶƚƌŽůDW hƐĞ&Žƌŵϰ͘ϯͲϭϬƚŽĐŽŵƉƵƚĞƚŚĞƌĞŵĂŝŶŝŶŐƌƵŶŽĨĨǀŽůƵŵĞƌĞƚĞŶƚŝŽŶ͕ĂĨƚĞƌ>/DWĂƌĞŝŵƉůĞŵĞŶƚĞĚ͕ ŶĞĞĚĞĚƚŽĂĚĚƌĞƐƐ,K͕ĂŶĚƚŚĞŝŶĐƌĞĂƐĞŝŶƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶĂŶĚĚĞĐƌĞĂƐĞŝŶƉĞĂŬƌƵŶŽĨĨŶĞĐĞƐƐĂƌLJ ƚŽŵĞĞƚƚĂƌŐĞƚƐĨŽƌƉƌŽƚĞĐƚŝŽŶŽĨǁĂƚĞƌďŽĚŝĞƐǁŝƚŚĂƉŽƚĞŶƚŝĂů,K͘ĞƐĐƌŝďĞŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶĐŽŶƚƌŽů DWƚŚĂƚĂĚĚƌĞƐƐ,K͕ǁŚŝĐŚŵĂLJŝŶĐůƵĚĞŽĨĨͲƐŝƚĞDWĂŶĚͬŽƌŝŶͲƐƚƌĞĂŵĐŽŶƚƌŽůƐ͘^ĞĐƚŝŽŶϱ͘ϲŽĨƚŚĞd' ĨŽƌtYDWƉƌŽǀŝĚĞƐĂĚĚŝƚŝŽŶĂůĚĞƚĂŝůƐŽŶƐĞůĞĐƚŝŽŶĂŶĚĞǀĂůƵĂƚŝŽŶŽĨŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶĐŽŶƚƌŽůDW͘ &Žƌŵϰ͘ϯͲϭϬ,LJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶŽŶƚƌŽůDWƐ ϭ sŽůƵŵĞƌĞĚƵĐƚŝŽŶŶĞĞĚĞĚĨŽƌ,K ƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂ;ĨƚϯͿ͗ϲϯ͕ϮϱϮ ;&Žƌŵϰ͘ϮͲϮ/ƚĞŵϰΎϬ͘ϵϱͿʹ&Žƌŵϰ͘ϮͲϮ/ƚĞŵϭ Ϯ KŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶǁŝƚŚƐŝƚĞĚĞƐŝŐŶŚLJĚƌŽůŽŐŝĐƐŽƵƌĐĞĐŽŶƚƌŽů͕ŝŶĨŝůƚƌĂƚŝŽŶ͕ĂŶĚ ŚĂƌǀĞƐƚĂŶĚƵƐĞ>/DW;ĨƚϯͿ͗ϵϵ͕Ϯϱϯ ^ƵŵŽĨ&Žƌŵϰ͘ϯͲϵ/ƚĞŵƐϮ͕ϯ͕ĂŶĚϰǀĂůƵĂƚĞ ŽƉƚŝŽŶƚŽŝŶĐƌĞĂƐĞŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨŽŶͲƐŝƚĞƌĞƚĞŶƚŝŽŶŝŶ&ŽƌŵƐϰ͘ϯͲϮ͕ϰ͘ϯͲϯ͕ĂŶĚϰ͘ϯͲϰŝŶ ĞdžĐĞƐƐŽĨ>/sƚŽǁĂƌĚĂĐŚŝĞǀŝŶŐ,KǀŽůƵŵĞƌĞĚƵĐƚŝŽŶ ϯ ZĞŵĂŝŶŝŶŐǀŽůƵŵĞĨŽƌ,K ǀŽůƵŵĞĐĂƉƚƵƌĞ;ĨƚϯͿ͗Ϭ /ƚĞŵϭʹ/ƚĞŵϮ ϰ sŽůƵŵĞĐĂƉƚƵƌĞƉƌŽǀŝĚĞĚďLJŝŶĐŽƌƉŽƌĂƚŝŶŐĂĚĚŝƚŝŽŶĂůŽŶͲƐŝƚĞŽƌŽĨĨͲƐŝƚĞƌĞƚĞŶƚŝŽŶDWƐ ;ĨƚϯͿ͗Ϭ džŝƐƚŝŶŐĚŽǁŶƐƚƌĞĂŵDWŵĂLJďĞƵƐĞĚƚŽĚĞŵŽŶƐƚƌĂƚĞĂĚĚŝƚŝŽŶĂůǀŽůƵŵĞĐĂƉƚƵƌĞ;ŝĨƐŽ͕ ĂƚƚĂĐŚƚŽƚŚŝƐtYDWĂŚLJĚƌŽůŽŐŝĐĂŶĂůLJƐŝƐƐŚŽǁŝŶŐŚŽǁƚŚĞĂĚĚŝƚŝŽŶĂůǀŽůƵŵĞǁŽƵůĚďĞƌĞƚĂŝŶĞĚ ĚƵƌŝŶŐĂϮͲLJƌƐƚŽƌŵĞǀĞŶƚĨŽƌƚŚĞƌĞŐŝŽŶĂůǁĂƚĞƌƐŚĞĚͿ ϱ /Ĩ/ƚĞŵϰŝƐůĞƐƐƚŚĂŶ/ƚĞŵϯ͕ŝŶĐŽƌƉŽƌĂƚĞŝŶͲƐƚƌĞĂŵĐŽŶƚƌŽůƐŽŶĚŽǁŶƐƚƌĞĂŵǁĂƚĞƌďŽĚLJƐĞŐŵĞŶƚƚŽƉƌĞǀĞŶƚŝŵƉĂĐƚƐĚƵĞƚŽ ŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶ ƚƚĂĐŚŝŶͲƐƚƌĞĂŵĐŽŶƚƌŽůDWƐĞůĞĐƚŝŽŶĂŶĚĞǀĂůƵĂƚŝŽŶƚŽƚŚŝƐtYDW ϲ /Ɛ&Žƌŵϰ͘ϮͲϮ/ƚĞŵϭϭůĞƐƐƚŚĂŶŽƌĞƋƵĂůƚŽϱй͗zĞƐ EŽ /ĨLJĞƐ͕,KƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂŝƐĂĐŚŝĞǀĞĚ͘/ĨŶŽ͕ƐĞůĞĐƚŽŶĞŽƌŵŽƌĞŵŝƚŝŐĂƚŝŽŶŽƉƚŝŽŶƐďĞůŽǁ͗ x ĞŵŽŶƐƚƌĂƚĞŝŶĐƌĞĂƐĞŝŶƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶĂĐŚŝĞǀĞĚďLJƉƌŽƉŽƐĞĚ>/ƐŝƚĞĚĞƐŝŐŶ͕>/DW͕ĂŶĚĂĚĚŝƚŝŽŶĂůŽŶͲƐŝƚĞŽƌ ŽĨĨͲƐŝƚĞƌĞƚĞŶƚŝŽŶDW ^ŝƚĞŝƐƉƌŽƉŽƐŝŶŐ/ŶĨͬĞƚĐŚĂŵďĞƌƐLJƐƚĞŵ;>/DWͿƚŽƐůŽǁĚŽǁŶƚŚĞĨůŽǁΘŝŶĐƌĞĂƐĞdĐ͘ DWƵƉƐƚƌĞĂŵŽĨĂǁĂƚĞƌďŽĚLJƐĞŐŵĞŶƚǁŝƚŚĂƉŽƚĞŶƚŝĂů,KŵĂLJďĞƵƐĞĚƚŽĚĞŵŽŶƐƚƌĂƚĞŝŶĐƌĞĂƐĞĚƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶƚŚƌŽƵŐŚ ŚLJĚƌŽŐƌĂƉŚĂƚƚĞŶƵĂƚŝŽŶ;ŝĨƐŽ͕ƐŚŽǁƚŚĂƚƚŚĞŚLJĚƌĂƵůŝĐƌĞƐŝĚĞŶĐĞƚŝŵĞƉƌŽǀŝĚĞĚŝŶDWĨŽƌĂϮͲLJĞĂƌƐƚŽƌŵĞǀĞŶƚŝƐĞƋƵĂůŽƌŐƌĞĂƚĞƌ ƚŚĂŶƚŚĞĂĚĚŝƚŝŽŶƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶƌĞƋƵŝƌĞŵĞŶƚŝŶ&Žƌŵϰ͘ϮͲϰ/ƚĞŵϭϱͿ x /ŶĐƌĞĂƐĞƚŝŵĞŽĨĐŽŶĐĞŶƚƌĂƚŝŽŶďLJƉƌĞƐĞƌǀŝŶŐƉƌĞͲĚĞǀĞůŽƉĞĚĨůŽǁƉĂƚŚĂŶĚͬŽƌŝŶĐƌĞĂƐĞƚƌĂǀĞůƚŝŵĞďLJƌĞĚƵĐŝŶŐƐůŽƉĞĂŶĚ ŝŶĐƌĞĂƐŝŶŐĐƌŽƐƐͲƐĞĐƚŝŽŶĂůĂƌĞĂĂŶĚƌŽƵŐŚŶĞƐƐĨŽƌƉƌŽƉŽƐĞĚŽŶͲƐŝƚĞĐŽŶǀĞLJĂŶĐĞĨĂĐŝůŝƚŝĞƐ x /ŶĐŽƌƉŽƌĂƚĞĂƉƉƌŽƉƌŝĂƚĞŝŶͲƐƚƌĞĂŵĐŽŶƚƌŽůƐĨŽƌĚŽǁŶƐƚƌĞĂŵǁĂƚĞƌďŽĚLJƐĞŐŵĞŶƚƚŽƉƌĞǀĞŶƚŝŵƉĂĐƚƐĚƵĞƚŽ ŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶ͕ŝŶĂƉůĂŶĂƉƉƌŽǀĞĚĂŶĚƐŝŐŶĞĚďLJĂůŝĐĞŶƐĞĚĞŶŐŝŶĞĞƌŝŶƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂ ϳ &Žƌŵϰ͘ϮͲϮ/ƚĞŵϭϮůĞƐƐƚŚĂŶŽƌĞƋƵĂůƚŽϱй͗zĞƐ EŽ /ĨLJĞƐ͕,KƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂŝƐĂĐŚŝĞǀĞĚ͘/ĨŶŽ͕ƐĞůĞĐƚŽŶĞŽƌŵŽƌĞŵŝƚŝŐĂƚŝŽŶŽƉƚŝŽŶƐďĞůŽǁ͗ x ĞŵŽŶƐƚƌĂƚĞƌĞĚƵĐƚŝŽŶŝŶƉĞĂŬƌƵŶŽĨĨĂĐŚŝĞǀĞĚďLJƉƌŽƉŽƐĞĚ>/ƐŝƚĞĚĞƐŝŐŶ͕>/DWƐ͕ĂŶĚĂĚĚŝƚŝŽŶĂůŽŶͲƐŝƚĞŽƌŽĨĨͲƐŝƚĞ ƌĞƚĞŶƚŝŽŶDWƐ ^ŝƚĞŝƐƉƌŽƉŽƐŝŶŐ/ŶĨͬĞƚĐŚĂŵďĞƌƐLJƐƚĞŵ;>/DWͿƚŽŵĞƚĞƌĨůŽǁƌĂƚĞƚŽĞdžŝƐƚŝŶŐĨůŽǁ͘ DWƐƵƉƐƚƌĞĂŵŽĨĂǁĂƚĞƌďŽĚLJƐĞŐŵĞŶƚǁŝƚŚĂƉŽƚĞŶƚŝĂů,KŵĂLJďĞƵƐĞĚƚŽĚĞŵŽŶƐƚƌĂƚĞĂĚĚŝƚŝŽŶĂůƉĞĂŬƌƵŶŽĨĨƌĞĚƵĐƚŝŽŶ ƚŚƌŽƵŐŚŚLJĚƌŽŐƌĂƉŚĂƚƚĞŶƵĂƚŝŽŶ;ŝĨƐŽ͕ĂƚƚĂĐŚƚŽƚŚŝƐtYDW͕ĂŚLJĚƌŽŐƌĂƉŚĂŶĂůLJƐŝƐƐŚŽǁŝŶŐŚŽǁƚŚĞƉĞĂŬƌƵŶŽĨĨǁŽƵůĚďĞƌĞĚƵĐĞĚ ĚƵƌŝŶŐĂϮͲLJƌƐƚŽƌŵĞǀĞŶƚͿ x /ŶĐŽƌƉŽƌĂƚĞĂƉƉƌŽƉƌŝĂƚĞŝŶͲƐƚƌĞĂŵĐŽŶƚƌŽůƐĨŽƌĚŽǁŶƐƚƌĞĂŵǁĂƚĞƌďŽĚLJƐĞŐŵĞŶƚƚŽƉƌĞǀĞŶƚŝŵƉĂĐƚƐĚƵĞƚŽ ŚLJĚƌŽŵŽĚŝĨŝĐĂƚŝŽŶ͕ŝŶĂƉůĂŶĂƉƉƌŽǀĞĚĂŶĚƐŝŐŶĞĚďLJĂůŝĐĞŶƐĞĚĞŶŐŝŶĞĞƌŝŶƚŚĞ^ƚĂƚĞŽĨĂůŝĨŽƌŶŝĂ I I □ □ ~ ~ □ □ ' □ ~ ~ □ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϰͲϯϰ ϰ͘ϰ ůƚĞƌŶĂƚŝǀĞŽŵƉůŝĂŶĐĞWůĂŶ;ŝĨĂƉƉůŝĐĂďůĞͿ ĞƐĐƌŝďĞĂŶĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉůĂŶ;ŝĨĂƉƉůŝĐĂďůĞͿĨŽƌƉƌŽũĞĐƚƐŶŽƚĨƵůůLJĂďůĞƚŽŝŶĨŝůƚƌĂƚĞ͕ŚĂƌǀĞƐƚĂŶĚ ƵƐĞ͕ŽƌďŝŽƚƌĞĂƚƚŚĞsǀŝĂŽŶͲƐŝƚĞ>/ƉƌĂĐƚŝĐĞƐ͘ƉƌŽũĞĐƚƉƌŽƉŽŶĞŶƚŵƵƐƚĚĞǀĞůŽƉĂŶĂůƚĞƌŶĂƚŝǀĞ ĐŽŵƉůŝĂŶĐĞƉůĂŶƚŽĂĚĚƌĞƐƐƚŚĞƌĞŵĂŝŶĚĞƌŽĨƚŚĞ>/s͘ĞƉĞŶĚŝŶŐŽŶƉƌŽũĞĐƚƚLJƉĞƐŽŵĞƉƌŽũĞĐƚƐŵĂLJ ƋƵĂůŝĨLJĨŽƌǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƐƚŚĂƚĐĂŶďĞĂƉƉůŝĞĚƚŽƌĞĚƵĐĞƚŚĞsƚŚĂƚŵƵƐƚďĞƚƌĞĂƚĞĚƉƌŝŽƌƚŽ ĚĞǀĞůŽƉŵĞŶƚŽĨĂŶĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉůĂŶ;ƐĞĞ&ŽƌŵϮ͘ϰͲϭ͕tĂƚĞƌYƵĂůŝƚLJƌĞĚŝƚƐͿ͘&Žƌŵϰ͘ϯͲϵ/ƚĞŵϴ ŝŶĐůƵĚĞƐŝŶƐƚƌƵĐƚŝŽŶƐŽŶŚŽǁƚŽĂƉƉůLJǁĂƚĞƌƋƵĂůŝƚLJĐƌĞĚŝƚƐǁŚĞŶĐŽŵƉƵƚŝŶŐƚŚĞsƚŚĂƚŵƵƐƚďĞŵĞƚ ƚŚƌŽƵŐŚĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞ͘ůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉůĂŶƐŵĂLJŝŶĐůƵĚĞŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐ ĞůĞŵĞŶƚƐ͗ x KŶͲƐŝƚĞƐƚƌƵĐƚƵƌĂůƚƌĞĂƚŵĞŶƚĐŽŶƚƌŽůDWͲůůƚƌĞĂƚŵĞŶƚĐŽŶƚƌŽůDWƐŚŽƵůĚďĞůŽĐĂƚĞĚĂƐĐůŽƐĞƚŽ ƉŽƐƐŝďůĞƚŽƚŚĞƉŽůůƵƚĂŶƚƐŽƵƌĐĞƐĂŶĚƐŚŽƵůĚŶŽƚďĞůŽĐĂƚĞĚǁŝƚŚŝŶƌĞĐĞŝǀŝŶŐǁĂƚĞƌƐ͖ x KĨĨͲƐŝƚĞƐƚƌƵĐƚƵƌĂůƚƌĞĂƚŵĞŶƚĐŽŶƚƌŽůDWͲWŽůůƵƚĂŶƚƌĞŵŽǀĂůƐŚŽƵůĚŽĐĐƵƌƉƌŝŽƌƚŽĚŝƐĐŚĂƌŐĞŽĨƌƵŶŽĨĨ ƚŽƌĞĐĞŝǀŝŶŐǁĂƚĞƌƐ͖ x hƌďĂŶƌƵŶŽĨĨĨƵŶĚŽƌ/ŶͲůŝĞƵƉƌŽŐƌĂŵ͕ŝĨĂǀĂŝůĂďůĞ ĞƉĞŶĚŝŶŐƵƉŽŶƚŚĞƉƌŽƉŽƐĞĚĂůƚĞƌŶĂƚŝǀĞĐŽŵƉůŝĂŶĐĞƉůĂŶ͕ĂƉƉƌŽǀĂůďLJƚŚĞĞdžĞĐƵƚŝǀĞŽĨĨŝĐĞƌŵĂLJŽƌŵĂLJ ŶŽƚďĞƌĞƋƵŝƌĞĚ;ƐĞĞ^ĞĐƚŝŽŶϲŽĨƚŚĞd'ĨŽƌtYDWͿ͘ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϲͲϯϱ ^ĞĐƚŝŽŶϱ/ŶƐƉĞĐƚŝŽŶĂŶĚDĂŝŶƚĞŶĂŶĐĞZĞƐƉŽŶƐŝďŝůŝƚLJ ĨŽƌWŽƐƚŽŶƐƚƌƵĐƚŝŽŶDW ůůDWŝŶĐůƵĚĞĚĂƐƉĂƌƚŽĨƚŚĞƉƌŽũĞĐƚtYDWĂƌĞƌĞƋƵŝƌĞĚƚŽďĞŵĂŝŶƚĂŝŶĞĚƚŚƌŽƵŐŚƌĞŐƵůĂƌƐĐŚĞĚƵůĞĚ ŝŶƐƉĞĐƚŝŽŶĂŶĚŵĂŝŶƚĞŶĂŶĐĞ;ƌĞĨĞƌƚŽ^ĞĐƚŝŽŶϴ͕WŽƐƚŽŶƐƚƌƵĐƚŝŽŶDWZĞƋƵŝƌĞŵĞŶƚƐ͕ŝŶƚŚĞd'ĨŽƌ tYDWͿ͘&ƵůůLJĐŽŵƉůĞƚĞ&ŽƌŵϱͲϭƐƵŵŵĂƌŝnjŝŶŐĂůůDWŝŶĐůƵĚĞĚŝŶƚŚĞtYDW͘ƚƚĂĐŚĂĚĚŝƚŝŽŶĂůĨŽƌŵƐĂƐ ŶĞĞĚĞĚ͘dŚĞtYDWƐŚĂůůĂůƐŽŝŶĐůƵĚĞĂĚĞƚĂŝůĞĚKƉĞƌĂƚŝŽŶĂŶĚDĂŝŶƚĞŶĂŶĐĞWůĂŶĨŽƌĂůůDWĂŶĚŵĂLJ ƌĞƋƵŝƌĞĂDĂŝŶƚĞŶĂŶĐĞŐƌĞĞŵĞŶƚ;ĐŽŶƐƵůƚƚŚĞũƵƌŝƐĚŝĐƚŝŽŶ͛Ɛ>/WͿ͘/ĨĂDĂŝŶƚĞŶĂŶĐĞŐƌĞĞŵĞŶƚŝƐƌĞƋƵŝƌĞĚ͕ŝƚ ŵƵƐƚĂůƐŽďĞĂƚƚĂĐŚĞĚƚŽƚŚĞtYDW͘ &ŽƌŵϱͲϭDW/ŶƐƉĞĐƚŝŽŶĂŶĚDĂŝŶƚĞŶĂŶĐĞ ;ƵƐĞĂĚĚŝƚŝŽŶĂůĨŽƌŵƐĂƐŶĞĐĞƐƐĂƌLJͿ 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ĂĐĐŽŵƉůŝƐŚĞĚƚŚƌŽƵŐŚĂŶŝŶĨŝůƚƌĂƚŝŽŶďĂƐŝŶ͕ĂŶĚůĂŶĚƐĐĂƉĞ ĂƌĞĂƐ͘ DŽŶƚŚůLJ ddDηϮϬϳϬϰ tĂƚĞƌYƵĂůŝƚLJDĂŶĂŐĞŵĞŶƚWůĂŶ;tYDWͿ ϲͲϯϲ DW ŵĂŝŶƚĞŶĂŶĐĞ ;EϰͿ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ ŽŵŵƵŶŝƚŝĞƐ ^ĞĞDWĨĂĐƚƐŚĞĞƚƐĂŶĚdĂďůĞϱͲϭĚĞƚĂŝůƐŚĞƌĞŽŶ KŶŐŽŝŶŐǁŝƚŚĞǀĞƌLJ ǀŝƐŝƚ >ŝƚƚĞƌĚĞďƌŝƐ ĐŽŶƚƌŽůƉƌŽŐƌĂŵ ;EϭϭͿ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ ŽŵŵƵŶŝƚŝĞƐ >ŝƚƚĞƌĚĞďƌŝƐĐŽŶƚƌŽůƉƌŽŐƌĂŵŵĂLJďĞĚĞǀĞůŽƉĞĚďLJŝƚLJŽĨ hƉůĂŶĚ KŶŐŽŝŶŐǁŝƚŚĞǀĞƌLJ ǀŝƐŝƚ ŵƉůŽLJĞĞ ƚƌĂŝŶŝŶŐ;EϭϮͿ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ ŽŵŵƵŶŝƚŝĞƐ ŵƉůŽLJĞĞƚƌĂŝŶŝŶŐŵĂLJďĞĚĞǀĞůŽƉĞĚďLJƚŚĞŽǁŶĞƌͬ,KƐƐƚĂƚĞĚ ĂƚĐŚďĂƐŝŶ ŝŶƐƉĞĐƚŝŽŶ ƉƌŽŐƌĂŵ;EϭϰͿ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ ŽŵŵƵŶŝƚŝĞƐ ĂƚĐŚďĂƐŝŶƐǁŝůůďĞŝŶƐƉĞĐƚĞĚĂŵŝŶŝŵƵŵŽĨŽŶĐĞĞǀĞƌLJ ƚŚƌĞĞŵŽŶƚŚƐĚƵƌŝŶŐƚŚĞĚƌLJƐĞĂƐŽŶĂŶĚĂŵŝŶŝŵƵŵŽĨ ŽŶĐĞĞǀĞƌLJǁĞĞŬŽƌĂƚĞĂĐŚƌĂŝŶĞǀĞŶƚĚƵƌŝŶŐƚŚĞƌĂŝŶLJ ƐĞĂƐŽŶ͘ WůĂĐĞĂƚŐƌĂƚĞ ŝŶƐƚĂůůĂƚŝŽŶĂŶĚ ŝŶƐƉĞĐƚŽŶĐĞĂLJĞĂƌ WƌŽǀŝĚĞƐƚŽƌŵ ĚƌĂŝŶƐLJƐƚĞŵ ƐƚĞŶĐŝůůŝŶŐĂŶĚ ƐŝŐŶĂŐĞ;^ϭͿ ŝǀĞƌƐŝĨŝĞĚWĂĐŝĨŝĐ ŽŵŵƵŶŝƚŝĞƐ ^ŝŐŶƐǁŝůůďĞƉůĂĐĞĚĂďŽǀĞƐƚŽƌŵĚƌĂŝŶŝŶůĞƚƐƚŽǁĂƌŶƚŚĞ ƉƵďůŝĐŽĨƉƌŽŚŝďŝƚŝŽŶƐĂŐĂŝŶƐƚǁĂƐƚĞĚŝƐƉŽƐĂů /ŶƐƉĞĐƚŽŶĐĞĂLJĞĂƌ hƐĞĞĨĨŝĐŝĞŶƚ ŝƌƌŝŐĂƚŝŽŶ ƐLJƐƚĞŵƐΘ ůĂŶĚƐĐĂƉĞ ĚĞƐŝŐŶ͕ǁĂƚĞƌ ĐŽŶƐĞƌǀĂƚŝŽŶ͕ ƐŵĂƌƚ 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&RXQW\&DOLIRUQLDDQG,QFRUSRUDWHG$UHDV0DS1XPEHU&+DQG&+UHYLVHG$XJXVW   *RRJOH(DUWKŒE\*RRJOH(DUWK,QFKWWSZZZJRRJOHFRPHDUWKLQGH[KWPODFFHVVHG-XQH  *UHHQERRN 6WDQGDUG 6SHFLILFDWLRQV IRU 3XEOLF :RUNV &RQVWUXFWLRQ E\ 3XEOLF :RUNV 6WDQGDUGV ,QF %1, 3XEOLVKHUV  ,QWHUQDWLRQDO&RQIHUHQFHRI%XLOGLQJ2IILFLDOV³0DSVRI.QRZQ$FWLYH)DXOW1HDU6RXUFH=RQHVLQ&DOLIRUQLD DQG$GMDFHQW3RUWLRQVRI1HYDGD´&DOLIRUQLD'LYLVLRQRI0LQHVDQG*HRORJ\  -HQQLQJV&:DQG%U\DQW:$)DXOW$FWLYLW\0DSRI&DOLIRUQLD&DOLIRUQLD*HRORJLFDO6XUYH\*HRORJLF 'DWD0DS1R  0RUWRQ '0  *HRORJLF 0DS RI WKH )RQWDQD ¶ 4XDGUDQJOH 6DQ %HUQDUGLQR DQG 5LYHUVLGH &RXQWLHV &DOLIRUQLD86*62SHQ)LOH5HSRUW9HUVLRQ    SOLID AS A ROCK )217$1$,19(670(17//&6HSWHPEHU 'LVWULFW3URSHUW\)RQWDQD-1 3DJH    5()(5(1&(6  2IILFHRI6WDWHZLGH+HDOWK3ODQQLQJDQG'HYHORSPHQW 26+3' 6HLVPLF'HVLJQ0DSV866HLVPLF'HVLJQ 0DSV VHLVPLFPDSVRUJ   5LYHUVLGH&RXQW\)ORRG&RQWURO/RZ,PSDFW'HYHORSPHQW%03'HVLJQ+DQGERRN$SSHQGL[$,QILOWUDWLRQ 7HVWLQJGDWHG6HSWHPEHU  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BBBBBB(DUWKTXDNH*URXQG0RWLRQ3DUDPHWHUV9HUVLRQXWLOL]LQJ$6&(6WDQGDUG$QDO\VLV2SWLRQ GDWHG)HEUXDU\  BBBBBB8QLILHG+D]DUG7RRO&DOFXODWRU8QLILHG+D]DUG7RRO XVJVJRY   :LUH5HLQIRUFHPHQW,QVWLWXWH :5, 'HVLJQRI6ODEVRQ*URXQG  SOLID AS A ROCK   ),*85(6   SOLID AS A ROCK • PETRA H ·,, ,1'•, •' .. • ... • .. ,. NATIVE SOIL BACKFILL / ~ ~ 2 Sloped= g: surtace . . . ' ~ . -. ..... :·.("·: .. ••• ..... :···•·.:_. •. ,.·:.·.·.···.:.J :·~·/.· •. : •. :.:.1·.· .•. •• .•. •.•• •. • •..•.. ···• .. ·.·:·•·· .. •·:··· > •.•• ·:.:.Wate. r.pro. o. fing compound i··iot:i;f;:• {F;{ : ,:··•·•···.·'.·••.: •• ,: ... ·• • ,' · ,.: , ~ il0 °0 <; I°),>·:·>:-:: :)}::;;;:.ln~ta!l_sub.drai~ ~y~tem i :::Ofao /._'.~/~:' :.hy~:~ ·-. .. :.::/{··_:'.~i~:;~u~ 1;-i~~h~~ide column of 3/4" -i 1/2" § gi:Mtl: I>>.· :z -/. · ·. ::,. /··_•open graded gravel wrapped in filter fabric. ~ o-.;gooio" .. .-· , .. •.•• • .. , .·,,.·.··,,·.·.·, .. '. • .. ' ,··,,.' ~ J:li::,,i :.>·::::;?;.·::-:--:: ·<~fi!ter.fabric (shout~ consist of ~ gJ{;"0 ~~ > ·G -::-:,: .·_:_M1r~_f1 .1~~~ ?r equivalent) ~ {#df0i)o I :: :, ,· .. ··: .• .. • '.· ' ,' ' • " :4 inch perforated pipe. Perforated pipe should § 0 0 1 -·. -· ~1 · .. . .· ·consist of 4" diameter ABS SDR-35 or PVC s : . .-: . . . /./-.:: \Schedu~e 40 o: approved _equivalent with the .::._ .,.--. -.. -· .· . -'.,, .. perforat1o~s laid down. Pipe should be laid on :· .. • , . ·_s_ . .'.·.at least 2 mches of open-graded gravel. ;,,: . '/ ... -.. : • • , ,. ,' ,,•.· '• ·.,· • '. ..._,,.•,.,. * Vertical height (h) and slope angle of backcut per soils report. Based on geologic conditions, configuration of backcut may require revisions (i.e. reduced vertical height, revised slope angle, etc.) RETAINING WALL BACKFILL AND SUBDRAIN DETAILS FIGURE RW-1 •,· .' •• ,, •, ,• ,_ .e" '· ., •, -,,,, ... ,.\. ,,,•,. -. ·~;·.:· -·/', ,• ·\ ( • •. • PETRA H IMPORTED SAND BACKFILL * At base of wall, the non-expansive backfill materials should extend to a min. distance of 2' or to a horizontal distance equal to the heel width of the footing, whichever is greater. RETAINING WALL BACKFILL AND SUBDRAIN DETAILS FIGURE RW-2 IMPORTED GRAVEL OR CRUSHED ROCK BACKFILL '~. '• '• .-.. , ,, . ,. ., ~ < ,,_ , .. ~-.-• .•• •. ,, •' ,, ., ... ,_ .... , .. .,. .. _.,' .. , ... ,.•.,• ·, .. ·,· ,.J• •• .-.. ,, • .. ,..., .. · . --.-­ ', J •. •, ,, • PETRA H filter fabric (Mirafi 140N equal) to prevent migration fines into backfill . pipe. Perforated pipe should of 4" diameter ABS SDR-35 or PVC 40 or approved equivalent with the :·· .\perforations laid down . If pea gravel used, ·:.,. -•pipe should be encased in 1 cubic foot per .•.. : • :-•.foot min. of 3/4" - 1 1/2" open-graded gravel :·.:·;· \··.· .•.• ... · .. :·. :·.· .. ·-.wrapped in filter fabric (Mirafi 140N or equal) :, · .. · ' :-· . ~r ·:.. :·. . ·.· ~:·.··.·Pipe should be laid on at least 2 inches of ._:.:::_·t .m1.n:\:.:':.:::··-· •. ••••• .. :: / ;-· gravel. * At base of wall, the non-expansive backfill materials should extend to a min. distance of 2' or to a horizontal distance equal to the heel width of the footing, whichever is greater . RETAINING WALL BACKFILL AND SUBDRAIN DETAILS FIGURE RW-3 6LWH/RFDWLRQ0DS 6LWH /RLFDQ0LSQLD)/0SQJ QFDW  /XLDXUHH0LW 6X/(LDLH W DSW  /QH0W  )LJXUH*JSJ1 DQL1 //SWD ( WL1 (4R/OV 1 Z22/QFUSWV /QLSWLH/(H0,L)/DU0WL/X WLXLQU)/Q0&FHS0 //8P8 • • • • • •••• • • ••• • • •• • • •••••••••••••••••••••••• • •• •••• ••• •• • • ••• •• ••• ••• • • •••••••••••••••••••••••••••••••••• • • • •••••••• • • • •• • •• • •• •• • •• • • • ••••• • •••• •• •• • • • • • • • • • • • /• • • •• • •• • •• •• ••• •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • /(*(1' 1 PL ••• • • •• • • • • • •••• • ••• • • • ••• • • • ••• • • •• • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 6HSW/%%% 3$I I C: I ~v EASTON sr rt ... e • 6LWH/LRFHDHQH0SH)FHRQJXUSHXDQJ)(*(QS1'7HS7UQH3%3JJ71'$$6$IX4O/LR$H(IH (RLQ7H07W3J07L0L3V (3XL7HX(UZUW724 6L W H  /R L F D Q 0L S Q L D )/0S Q J ,&&VJU078VH07HQPQ'IH3U'7H/ • • • • • •• ••• • •••• •• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •*• • •••• • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • V *• •(/• • (••••• • • • • •/• •V • • • •(• •(• • • • • •V ••(• •(• •/ P• •• •F • •••••••V *F *• •( W XU/6(/*1'/73(1/%3*(31/$*I • •• •••• ••• •• • • ••• •• •••• ••• • • •• •• ••• ••••••••••••••••••••••••••• J07L0L3L06HQ0LQX'0JVJU0783VL$'DJQ0'L P(• • •• • • •• • • • •••••••••••••3% • •• •••• • •• • • • • • • • • • • • • • •4(OX/V R L F D Q 0L S Q L D S %L R L S & ••• • • •• • •• • •• •• • • • ••• • •• ••• • • •• •• •• •• •• • • ••• ••••••••••••••••••••••••••••••••••••••••••••••••• • •• • • • • 6Z2W 6Z2 W 6ZV W 6•• • • W 6•• • • W 6Z, W 6•• • • W 6Z8 W 6•• • • 6Z2••• • • •• • •• • •• •• • • • ••• • •• ••• • •• • •• ••• • •• • • ••• •••••••••••••••••••••••••••••••••••••••••••••••• 6Z2 6ZV • •• • • • ••• • • •• • •• • •• •• • • • ••• • •• ••• • •• • •• ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •HW76JQ'0Z• •• • • • Foothill Blvd & Maple Ave Apartments Fontana.C A Diversified I I • 0 PROJECT SUMMARY: ,1 4 -STORY HyTUCK : 1. 1 BR (675 S.F.): 2 BR (1030 S.F.): 3 BR (1200 S.F.): TOTAL: 3-STORY GARDEN: 1.1 BR : 2 BR : 3BR : TOTAL: TOTAL UNITS: 1.1 BR : 2 BR : 3 BR: TOTAL: 2 . TOTAL AC RES: 3. DENSITY: 92 UNITS 66 UNITS 12 UNITS 170 UNITS 12X4= 48 UNITS 6X4=24 UN ITS 6X4=24 UNITS 96 UNITS 140 UNITS (53%) 90 UNITS (34%) 36 UNI TS {14%) 266 UNITS 4. PARKING PROVIDED : +/- 8.2 ACRES 32.4 DU /AC 478 STALLS 355 STALLS OPEN STALLS : (5 EXTRA STAL.L S ALLOCATEDFOR TRASH HC ) SINGLE GARAGES: 51 STALLS TANDEM GARAGES: 72 STALLS 5. PARKING RATIO : 1.8 S/DU 66 OPT ION TWO Concept ual Si t e -· so· mo· AO Architecture D11,ign. , Relationships. 01 • PET~ 1-----------1   $33(1',;$    (;3/25$7,21/2*6 SOL/0 AS A nocK Key to Soil and Bedrock Symbols and Terms .PETRA ' Unified Soil Classification System -S GRAVELS Clean Gravels GW Well-graded gravels, gravel-sand mixtures, little or no fines _ ~ more than half of coarse µf.::le:::!ss:!...!:.th:::an~5~%~fin~es:::!;L+. )~G~P-4....:P;,.;o:;:or::;l~y--gra=,d:;:c:::d~smi:;a:.:v:,::e:::ls:!.,_;z:; vra~•ve;::1....:-sao=d:;.-=Illl:::· x::.:tur;:::.;ei;::s,c..:_l:;;itt::.le::....::;or....:n:.:o:..,;fi:,:m:::es:::.... ___ --1 _g ~ fraction is larger than #4 Gravels GM Siltv Gravels, ooorlv-..-raded !!'ravel-sand-silt mixtures _; ~1----_..;;.si;.;;e.:..ve'------ll--w=ith;.;...;.;fm=es'-----I-G=--=C'--'"_C_l_,ay:....e.._y_G_ra_v_e_ls....:,..,_p_oo_r_,ly,._--"'gr_a_d_ed__..gra_ve,...l_:s_ao_d_-_cl_a.:;.y_m_ix_tur_es ______ -f ~ !; SANDS Clean Sands SW Well-graded sands, gravelly sands, little or no fmes -~ -S more than half of coarse µfl:.:es:,:s:..;th=ao~5•c.:Y•:..:fi.::ID:.:CS::,S )4 .:::S.:..P----1_P;.,oo;..:.:.r::;ly~-gr~ad:.;ed:..:;.,:sanc;:;:;:.ds;;.:.:., .,.gra.;,.....v,...el_,ly:....san.;,....._ds..,_,_li,...tt_le,...o:..cr...:;n:..co...;fi.c:n.:..e.:..s ---------1 ~ B fraction is smaller than #4 Sands SM Silty Sands, poorly-graded sand-gravel-silt mixtures ~ 2 sieve with fmes SC Clayey Sands, poorly-graded sand-gravel-clay mixtures 11~--~=~--~--~~='---+M=L➔~In-o~rg~ao...:;ic~si~l~~&-v_e_,ry~fi~o-e -san~ds,...,-s~il~ty-o_r_c~la"""'y~ey~fi,...n-e -sao~ds,...,-----~ C1J ., SILTS & CLAYS clayey si l~ with slight plasticity ~ j Liquid Limit CL Inorganic clays oflow to medium plasticity, gravelly clays, 0 ii Less Than 50 sandy clays, silty c lays, lean clays o-~]1-----------------~O=L'--4-_0_r~g_=_·c_si_lt_s _&_c_la_,y:....s_o_f_lo_w~p-~_t_ic_ity~-----------~ z --;. SILTS & CLAYS MH Inomaoic sil~. micaceous or diatomaceous fine sand or silt ;i ~ Liquid Limit CH Inorganic clays ofbigb plasticity, fat clavs f-' Greater Thao 50 OH Organic s il~ and clays of medium-to-high plasticity Ri2hly 01'1!anic Soils PT Peat, humus swamp soils with high organic content . .. ' G rain Size Modifiers Trace <I ¾ Description Sieve Size Grain Size Approximate Size Few 1-5¾ Some 5-12% Boulders >12" > 12" Lar~er than basketball-sized Numerous 12-20% Cobbles 3 -12" 3 -I 2" Fist-sized to basketball-sized coarse 3/4 -3" 3/4 -3" Thumb-sized to fist-sized Gravel fine #4 -3/4" 0.19 -0, 75" Pea-sized to thumb-sized coarse #10 -#4 0.079 -0.19" Rock salt-sized to oea-sized Sand medium #40 -#10 0.0 I 7 -0.079" Sugar-sized to rock salt-sized fine #200-#40 0.0029 -0.017" Flour-sized to sugar-sized to Fines Passmg#200 <0.UU29" Flour-sized and smaller Lab oratory Te.st Abbreviatio ns ,, Bedrock Hardness Can be crushed and gra1WJlated by MAX Maximum Dry Density MA Mechanical (Particle Size) Analysis Soft hand; ·soil like· and structureless EXP Expansion Potential Ju Atterberg Limits SO4 Soluble Sulfate Content #200 #200 Screen Wash RES Resistivity DSU Direct Shear (Undisturbed Sample) Moderately can be grooved with fingernails; gouged easily with butter knWe; Hard crumbles under ighl hammer blows pH Acidity DSR Direct Shear (Remolded Sample) CON Consolidation HYD Hydrometer Analysis SW Swell SE Sand Equivalent Cannot break by hand; can be Hard grooved with a sharp knife; b reaks with a moderate hammer t>'ow CL Chloride Content oc Organic Content RV R-Value COMP Mortar Cylinder Compression Very Hard Sharp knKe leaves scratch; chips with repeated hammer blows Sampler and Sym bol Des criptions ~ Approximate Depth of '" ~ • J'. Approximate Depth of Standing Groundwater I Modified California Split Spoon Sample ~ Standard Penetration Test I Bulk Sample Notes: Blows Per Foot; Number of blows required to advance sampler I foot (unless a lesser distance is specified). Samplers in geoeral were driven into the soil or bedrock at the bottom of the bole with a standard (140 lb.) hammer dropping a standard 30 inches unless noted otherwise in Log Notes. Drive samples collected in bucket auger borings may be obtained by dropping non-standard weight from variable beigb~. 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Correction (% Voids): 40 Pre-soak depth (ft): 5 Soil Description*: medium Gravelly Sand * predominant materials within test zone Percolation Rate: 0.43 min/in 308 gal/day/ft2 (Porchet Method) r = D / 2 Ho = Dt - Do Hf = Dt - Df 'H = ΔD = Ho - Hf Havg = (Ho + Hf) / 2 Reference: RCFCWCD, Design Handbook for LIDBMP, dated September, 2011 August 2023 J.N.: 23-203 Test Number: P-1A 40880 County Center Drive, Suite M Temecula, CA 92591 PHONE: (951) 600-9271 Perc. Rate (gal/day/ft^2) Time Interval (min) Dw (ft) Change in Head (in) Perc. Rate (min/in) where Infiltration Rate, It ='H (60r) / 't (r + 2Havg ) Figure 2 Diversified Pacific / W. 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I ,,-•' ", ~· ', -,·,.: ... • COM;a'ENT NA·;,~~·J;;L -•..... -.. :· .-~ ·-.OFi'BEDRd¢r•~~ [ER/AL$.~-. >:· .. ~<< . .. ·, • :: AS DETERMINE[) ?t.TI-JE • .: .-·. ·' •. GEOTECHNICAU ·. -· ·, • ·. _. · .. •. • .. '. •,. ~ . ~, .• -·:.· ···.··:---: c~N~ __ (!_L_TANT ·-:-_:'.·_:::-_::• . -.•'•,.'·, MINIMUM 6-INCH DIAMETER PVC SCHEDULE 40, OR ABS SDR-35 WITH A MINIMUM OF EIGHT 1/4-INCH DIAMETER PERFORATIONS PER LINEAL FOOT IN BOTTOM HALF OF PIPE. PIPE TO BE LAID WITH PERFORATIONS FACING DOWN . .NQIES: 1-. FOR CONTINUOUS RUNS IN EXCESS OF 500 FEET USE 8-INCH DIAMETER PIPE. 2. FINAL 20 FEET OF PIPE AT OUTLET SHALL BE NON-PERFORATED AND BACKFILLED WITH FINE-GRAINED MATERIAL. -~ETRA CANYON ·sue-ORA1N ·oETA1L PLATESG-1 EXTEND 12" BEYOND FACE OF SLOPE AT TIME OF ROUGH GRADING CONSTRUCTION . PROVIDE GRATES TO PREVENT RODENT NESTING. PROPOSED GRADE OVEREXCAVATE PAD AS RECOMMENDED BY GEOTECHNICAL CONSULT ANT OUTLETS TO BE SPACED AT 100' MAX. INTERVALS.\ ·-------+--~-------..,,...,..,---.,.......,. ..... '•.·' ,'-· . . /:{)::\:::,•::-:.:: •..... :·:.--·· ::-· .>.: •, .. ,·.,,·­ ' ., . ·~ ,.' . ·, 1·, .• •• • ...• ·',.-. .--~ .·_:· .• .. _ ... _ .. • •• -. , .. · . -· -. . .. .' -~ ' ·' . ., ' . . '. --. . _ .• _ :· .. _: '· ·.: ___ : ,:· .. :·: __ /. ··., :/::·::::..· ~-E:_ ~ID~~ ,. :· -:·-:i::•::•:::::::::::-::::-//-::•:::-::-. _. •. . .:•.:.:·.: ·• ; .:·: .. -·.:·; ..._ .. : .: .: : .. ·.: -•.-.:: -.:--:-·.:<<--::-:::/:/· ··._-••• IN: ·i<-~~·bi~+/4·1~t6' dd·~~~i-~y ··.'::-::-.··.:· ,• •, ,' ·, • .. • ·-,· · ,' ', •' · .• •, .-'• ,, . ·' ..• -..• ·, ··._-.. ·.: -· •, ,' ', ,• · .• '. · .:· ··;·__✓..:<:-:: :·, ., ·-. ,•·•,• BEDROCK OR COMPETENT SOIL . MATERIALS AS DETERMINED BY THE ·• GEOTECHNICAL CONSULT ANT . : •. ·• ·· · ·• -·• HQIES: 1~ 30' MAXIMUM VERTICAL SPACING BETWEEN SUBDRAIN SYSTEMS. 2:· t00'MAXIMUM HORIZONTAL DISTANCE BETWEEN NON-PERFORATED OUTLET PIPES. (See Below) 3. MINIMUM GRADIENT OF 2% FOR ALL PERFORATED AND NON-PERFORATED PIPE. SECTION A-A (PERFORATED PIPE PROFILE) --------iOO' max.-------~ 0PETRA BUTTRESS OR STABILIZATION FILL DETAIL SLOPE FACE : ;-·/, .··· ... :·:· ·, .. .-}:··~ .· .: :,' .. i :: : ,/.,'. . __ APPROVED FILTER MATERIAL (OPEN­ FIL TER FABRIC SHOULD CONSIST OF MIRAFI 140N OR EQUIVALENT, AND SHOULD BE LAPPED A MINIMUM OF 12 INCHES •,.::··.~·-.:,:• ·•· ... ,,~·-·</;:·_r>}.\ --~-.-;;.~,-:f~\-~.! .. "/'~:\.-=\·~:.4-INCH NON-PERFORATED PIPE. 4-INCH PERFORATED PIPE WITH • • • • • • MINIMUM 2% GRADE TO OUTLET. PERFORATIONS DOWN. MINIMUM 2% GRADE TO OUTLET PIPE. 12n min. l :~~S~~{1·$~~APPROVED ON-SITE MATERIAL PER SOILS ENGINEER :~}~~{I' COMPACTED TO A MINIMUM OF 90% MAXIMUM DENSITY. lHf~~~~\ ' 4-fNCH NON-PERFORATED PIPE ::g - . ··~ . , 1<-12" min .~ SECTION B~B (OUTLET PIPE) PIPE SPECIFICATIONS: 1. 4-INCH MINIMUM DIAMETER, PVC SCHEDULE 40 OR ABS SDR -35. 2. FOR PERFORATED PIPE, MINIMUM 8 PERFORATIONS PER FOOT ON BOTTOM HALF OF PIPE. FILTER MATERIAL/FABRIC SPECIFICATIONS: OPEN-GRADED GRAVEL ENCASED IN FILTER FABRIC. {MIRAFf 140N OR' EOUIVALENl) OPEN-GRADED GRAVEL SIEVE SIZE 1112-iNCH 1-INCH 3/4.;,JNCH 3/8-INCH No. 200 PERCENT PASSING 88-100 5-40 0-17 0-7 0-3 ALTERNATE: CLASS 2 PERMEABLE FILTER MATERIAL PER CALTRANS STANDARD SPECfFiCATION 68-1 .025. CLASS 2 FILTER MATERIAL SIE~E SIZE PEBCENT PASSING 1-iNCH 100 3/4-INCH 90-100 3/8-INCH 40-100 No.4 ·25 -40 No.8 18 -33 No. -30 5-15 No. -50 0-7 No.200 0-3 4)PETRA BUTTRESS OR STABILIZATION FILL Sl)BDRAIN PLA·TE SG-3 10' l FINISHED GRADE CLEAR AREA FOR FOUNDATIONS, UTILITIES AND SWIMMING POOLS SLOPE FACE STREET WINDROW COMPACTED FILL ----:~\')~_- ~ .·• TYPICAL WINDROW DETAIL (END VIEW) 5' OR MIN, OF 2' BELOW DEPTH OF DEEPEST UTILITY TRENCH, WHICHEVER IS GREATER TYPICAL WINDROW DETAIL (PROFILE VIEW) OR FLOODED GRANULAR SOIL HQ.IE: OVERSIZE ROCK IS DEFINED AS CLASTS HAVING A MAXIMUM DIMENSION OF 12" OR LARGER 0PETRA TYPICAL ROCK DISPOSAL DETAIL PLATESG-4 REMOVE MATERIAL ·/4' i"YPICAL·: _. :·-._: -~""·"•·•." _,,,,.-, _,c_·.~~-;'"'~'-""·\.. __ ...... _,, ••. _ .•. , ... ,_,,,.._., .. ,._,·,·• •.. ,,._. • .. _..-. .. ·._.<.•·.· .. • •• ·-.• :::::f :::::<:::::/::_: .. _:.·::<):_ ·,c•· ··•·• I • •• Y • • .'v •... ', •1 •, •' •, f ', •• •, •' ---..... -----------~.-c._-....• , -,.c _,._ -·-c-~ •• ·-""--... -_ ••• •· • ··•·--·· -·-·· ----" .-w.::::::-/+vi·it·Ac-~-~j;-~-i:~-~::·::·_-_.-::::_::-·.::) -~~~~~2:Z:::;:::::.~~::=::;::~~~~r-i'."_-.,~-/_"1-'x:~/'c~.:':: ... ~---/~>:-~~<~:,:~:;-., {:::::::::}:.:_i/::-·'.i::::\~::·:::\::?::/::::·\:<·:~·::_: :··:::·::.:: :· •. _--__ :: :~_--xo~~~;}//~~b~~&~bii6l~ir£Ri~{~-_. .• • .• ·_.• .. /:·.: .. •. .• ASDETERMJNED .BYTHE .:.:·:_· . .--· .-· •• • _ _-_-• .-,__-_ • GEOTECHNICALCONSULTANT ' .. ·.·~-•• ~ •• : • •• -~ ~ •• .' •• • ... -~..-,-_. ,." "", .. , ", .• , .•..• , •.• ,., ·•, .• , •. . ,, • .. c , .. ,, .... :;:. :•::·, :;, .'_. ;:. , • ·:·•: ..•.•. , "···" ·,. ,,., •• , •. _,,. ~ .. "'., ,• .. : ,·~._ ,: ... ,• ·~·-... -.~·,.' '• .: ~ .. • ·~~ ,. ~ .. : ... • .. : •• " .• ·.:· .. • •. , ... • ... ~-_ _. •, 0 w' • .... ~.·· •• • •• \.-:·.:-:.-:·.:·:.·:·.:-:.-. ;>·.:'. ,··,;·;-,".'.;··_.',',,,·:·:·::··.':: ... '.,~·.:'.'.•-' __ ", .. ;.;:.''.,<.•-'."/.';: .. •.•... .,,._ .. , .. '." ... ·_·.:,· _ .• _".,· ~-,,·: ... -_',, .,·, .: •• ,._.. iN~ HOR1i6Ntfi.L'w1ot,~.-•• ·.:·::-·.·._-•• •. : _,. ~.~.«:-~:·:~:_.··~.~-.. ·-•. ~.·-• ~-',·:··. '"' __ · ~:;_;:·,:·:::·./::.·:: .. ·\;··•·-'"·-··--"·"-·_;.• .. ·" .. ··.,"--··'··,,, .••...•. , ... ,, -.,, ... ,_,. •• _.,. ... ,._.,.,... CE TO BENCH1 BACKCUT '·>>>: •• ••• :::<(·:_/:_\· -__ • ii;J$.~;~~$i ~~;f:~~~;:~~S;ii J:i::.L•;1··r~t':.;;.·:,.';;.:;;;.~ -<::-:/:<· .:::\):::_· •• :::::.-::-:::.:: ·:/::\:.:::-· .. y _.. __ ,:_.·_:·::-_:·::-:~:,/:~.<--/.~:· KEY WIDTH _-·:. _ _-·.. • ., •• ::-.::.:>::·-.·<-:· •• • • ,• • .... •• ,> ._ •' • ., ~· 1, •• ,, •• "· .-· •• ~ • •• • ·.-,• ·~ .-'• .,, • ·, ~ • • ••• • ,_ ,. • •••• · ,::~ ·:--z' M'iN~ KEY o·eprf'.:i"1NTO co~iPETENr-.-:--::---:-:: . _ • ••• • ;'BEDROCK OR SOIL MATERIALS AS • • ••. •.• • _ _.: ·.:: ·' _: •• ·.;· :·::· • DETERMINED BY THE GEOTECHNICAL·/;·_:·:· • • • • • CONSULT ANT • •• N.QIES: 1. WHERE NATURAL SLOPE GRADIENT IS 5:1 OR LESS, BENCHING IS NOT NECESSARY; HOWEVER, FILL IS NOT TO BE PLACED ON COMPRESSIBLE OR UNSUITABLE MATERIAL. 2. SOILS ENGINEER TO DETERMINE IF SUBDRAIN IS REQUIRED. -l'ETRA FILL SLOPE ABOVE NATURAL SLOPE PLATE SG-5 CUT I FILL CONTACT SHOWN ON GRADING PLAN SHOWN ON AS-BUil T PROPOSED REMOVE UNSUITABLE "f,,':,'.i ;;~-,-c·;,,?;:",.--,_,_,wr;;",;'.\,:;';~-----· ,,•·,......-:,·,, __ --,--/,·::</v~~-;ABL~--:,::·:·':A:':)·:::::::--,>-:: MATERIAL A;~:;::::+~~~~~~~~~~ ,,-'JO' _T_:~'-~AL :-:r:--::-::-:•-_ ;._·, --_ NATURAL GROUND ._·-:.coMPETENT BEDR06k6k~61( i/itiRiAii:::-<:-: -. · -.. _ · --AS DETERMINED BY THE -> ,·.-·--<-.: SURFACE ~~:...;;.;..;.:.;;;;;:;;,:;,..;;,*~l:X.:1 /\-:/-::.-::-::GEqTECHN/CAL CONSULTANr :,_:;--::--\···,:·_·. -• ·, •' •, .•· •·, r •• .• ~, .• ·.• --~ '· .• ', •• •• •-· '• .• ·, ,· •·• ,,-'. -' •• .• ·, -• ··. •• •. •• ', ,• ', . , . _ INTAIN 15' MIN. HORIZONTAL WIDTH ,-.\ .: ...;'-:'.-\··· -,· ,·-_,, FROM SLOPE FACE TO BENCH/ BACKCur·--·,:· CUT A I · "--• • _ • t"i~Ui.TibN ·ai= ~lJBb-RAIN fo· ~E '6iTE·R~iN~6 - - - ---A ·:.:--:\-:: , YTHE GEOTECHNICAL CONSULTANT. . • -,, _:._::·,._,.,,_,._,. ,·:,·,.': .. • .. -·::.. IFREQUIRED,SEEPLATESSG-2ANDSG-3 -:.--•. :._, -_-·._· ·, .: ··: • ·, •• ·:--·--:,-:, · .:/.'.', .. :. _ (?~ 1!Pl(?AL Sl:)B_Df:lAI~ DETAI •• •. . -: • • ·.:_--. .. ·:··.·· •. :-:·-··:--:,\:/::-/·.,: .... · •, .-· .. · .·. :.: · . .-.. .-, :·; .\\.:_-·· '. • . .._:.-,::::._··--··.:·, ·:_::_·:: -/·/.-·-·:·-\THE CUT PORTION OFTHE SLOP•E ,SHOULD BE .EXCAVATEo''•.:· ·: :·. -: _-AND EVALUATED BY THE ENGINEERING GEOLOGIST PRIOR •• , • -·: ):-(··/,-·.To CONSTRUCTING THE FILL PORTION OF THE SLOPE. .,--;-·_·_. ·, :-·. -· ·, ,, '· . ·. ,.• -·. ~-·, .• .... ; -. ~· ·-.. .. ,• ·--.. '• .. ,.•._,' 0PETRA RLLSLOPEABOVECUTSLOPE PLATE SG-6 C.UTLOT UNSUITABLE MATERIAL EXPOSED IN PORTION OF CUT PAD --------ORIGINAL GROUND SURFACE --------- REMOVE UNSUITABLE MATERIAL 0PETRA CUT-FILL TRANSITION LOT -----------_.- MAXIMUM FILL THICKNESS (F} DEPTH OF OVEREXCAYATION (P) FOOTING DEPTH TO 3 FEET . . . . . . . . . EQUAL DEPTH 3 TO 6 FEET . . . . . . . . . . . . . . . . . . . . . . 3 FEET GREATER THAN 6 FEET.. . . . . . . . . . . . 1/2 THE THICKNESS OF DEEPEST FILL PLACED WITHIN THE "FILL" PORTION (F) TO 15 FEET MAXIMUM CUT LOTS AND CUT-FILL TRANSITION LOTS PLATE SG-7 PROPOSED 2:1 FILL SLOPE EXISTING GROUND SURFACE .. , . . , • ·--.:i=IEM6VE . •.<UNSUITABLE .>· <:.:--~~!-~~1~L .. ., (::<\vP1c~~ BEf\JCHING 1Nro • • •• ··.:coMPETENT BEDROCK OR ... · • ·-.-· . .-.,--._ ' . . '_SOIL MATERIALS AS .. • - • • •• r ··~ .~_:·.:/:·DETERMINED BY THE ->/-. . -.. \··:-:·':· ·,.-EMBEDDED A MINIMUM OF 2' ·._ • •• \:· .. :.:· :·.-_GEOTECHNICAL CONSUL TANT ·._-. ' .·:'.INTO COMPETENT BEDROCK ·-,· • • • • • .• •. ·-. -· •. :_.._QR SOIL MATERIALS AS ,-. • ·-,• . •. ·-.. :-.··-DETERMINED BY THE • .. -:: • \GEOTECHNICAL CONSULT ANT . ,.' ... · •" A •• A. •· ., .,, ' ... ·~ •• A •• , D = RECOMMENDED DEPTH OF REMOVAL PER GEOTECHNICAL REPORT -PETRA TYPICAL REMOVALS BEYOND TOE OF PROPOSED FILL SLOPE PLATE SG-8 NOTE: 1. "D" SHALL BE 10 FEET MINIMUM OR AS DETERMINED BY SOILS ENGINEER. $PETRA SHEAR KEY ON DAYLIGHT CUT LOTS PLATE SG-9    ĚƵĐĂƚŝŽŶĂůDĂƚĞƌŝĂů                     FO N T A N A C I T Y O F PUBLIC SERVICES Pick up after your pooch-to curb pollution. Maybe you weren't aware, but dog waste left on the groun d gets into storm dra ins, poll uting rivers , lakes and beaches. The bacte ria and risk of disease threatens the hea lth of our kids and commun iti es. Wherever you live in San Bernardino County, this pollut ion is a problem . The answer? Pic k up after your dog , to he lp prevent pollution and protect ou r health . It's in your hands. 0 Printed on recycled pap er FO N T A N A C I T Y O F PUBLIC SERVICES Pollution Piiiiiition PAINTING Water-Based Paints Use water-based paints whenever possible. They are less toxic than oil-based paints and easier to clean up. Look for products labeled "latex" or '\:leans with water:• Paints, solvents, adhesives and other toxic chemicals used in painting often make their way into the San Bernardino County storm drain system and do not get treated before reaching the Santa Ana River. This pollutes our drinking water and contaminates waterways, making them unsafe for people and wil dlife. Follow these simple tips to prevent pollution and protect our health. Paint Removal Sweep up paint stripping residue, chips and dust instead of hosing into the street and dispose of them safely at a household hazardous waste collection facility. Call [800) CLEANUP for the facility in your area. Exterior Paint Removal When stripping or cleaning building exteriors with high­ pressure water, block nearby storm drains and divert washwater onto a designated dirt area. Ask your local wastewater treatment authority if you can collect building cleaning water and discharge it to the sewer. Painting Cleanup Never clean brushes or ri nse paint containers in the street gutter or near a storm drain. Clean water­ based paints in the sink. Clean oil-based paints with thinner, which can be reused by putting it in a jar to settle out the paint particles and then pouring off the clear liquid for future use. Wrap dried paint residue in newspaper and dispose of it in the trash. Recycling Paint Recycle leftover paint at a household hazardous waste collection facility, save it for touch ups or give it to someone who can use it, like a theatre group, school, city or community organization. To report illegal dumping or for more informa on stormwater pollution prevention, call: 1 (800) CLEANUP w w w.18 0 0c lea nup.or g FO N T A N A C I T Y O F PUBLIC SERVICES Pollution Pliiiiition HOME REPAIR & REMODELING Const ruction Project s Keep construction debris away from the street, gutter and storm drains. Schedule grading and excavation projects for dry weather. Cover excavated material and stockpiles of soil, sand or gravel, protected from rain, wind and runoff. Prevent erosion by planting fast-growing annual and perennial grass, which can shield and bind soil. Recycle Household Hazardous Waste Household cleaners, paint and other home ir11Jrovement products like wallpaper and tile adhesives are too toxic to trash. Recycle them instead, at a convenient household hazardous waste collection facility. Call (800) CLEANUP for the facility in your area. Paints, solvents, adhesives and other toxic substances used in home repair and remodeling often make their way into the San Bernardino County storm drain system and do not get treated before reaching the Santa Ana River. This pollutes our drinking water and contaminates waterways, making them unsafe for people and wild life. Follow these simple tips to prevent pollution and protect your health. Landscaping & Gard ening Avoid applying fertilizers or pesticide near curbs and driveways, and store covered, protected from rain, wind and runoff. Try using organic or non­ toxic alternatives. Reduce runoff and lower your water bill by using drip irrigation, soaker hoses or micro-spray systems. Recycle leaves instead of blowing, sweeping or raki ng them into the street, gutter or storm drain. Paint Removal Paint stripping residue, chips and dust from marine paints and paints containing lead or tributyl tin are hazardous wastes. Sweep them up instead of hosing into the street and dispose of them safely at a household hazardous waste collection facility. Painting Cleanup Avoid cleaning brushes or rinsing paint containers in the stree~ gutter or near a storm drain. Clean waler-based paints in the sink. Clean oil-based paints with thinner, which you can filter and reuse. Recycle leftover paint at a household hazardous waste collection facility, save it for touch ups or give ii to someone who can use it, like a theatre group, school, city or community organization. Concrete and Masonry Store bags of cement and plaster away from gutters and storm drains, and cover them to protect against rain, wind and runoff. Sweep or scoop up cement washout or concrete dust instead of hosing into driveways, streets, gutters or storm drains. dumping or for more information stormwater pollution prevention, call: 00) CLEANUP www.1800c lea nup.o rg FO N T A N A C I T Y O F PUBLIC SERVICES Pollution Piiiiiition HOME & GARDEN Recycle Household Hazadous Waste Household products like pain~ pesticides, solvents and cleaners are too da ngerous to dump and too toxic to trash. Take them to be recycled at a convenient household hazardous was te collection facil ity. Call (800) CLEANUP for the facility in your area. Yard waste and household tox ics like paints and pesticides often make the ir way into the San Bernardino County storm drain system and do not get treated before reach ing the Santa Ana Rive r. This pollutes our drinking water and contaminates waterways , making them unsa fe for people and wild life. Follow these simp le tips to prevent pollution and protect your heal th. Disposing of Yard Waste Recycle leaves, grass clippings and other yard waste, instea d of blowing, sweeping or hosing into the stree t. Try grasscycling, leaving grass clippings on your lawn ins tead of using a grass catcher. The clippings act as a natural fertili zer, and because grass is mostly water, it also irrigates your lawn, conserving water. Planting in the Yard Produce less yard waste and save water by planting low maintenance, drought-tolerant trees and shrubs. Using drip irrigation, soa ker hoses or micro-spray systems fo r flower beds and vegetation ca n also help reduce your water bill and prevent runoff. Use Fertilizers & Pesticides Safely Fertilizers and pesticides are often carried into the storm drain system by sprinkler run off. Try using organic or non-toxic alternative s. If yo u use chemical f ert il izers or pestic ides, avoid applying near curbs and driveways and never apply before a rain. Use Water Wisely Cut your water costs and prevent runoff by controlling the amount of water and direction of sprinklers. The avera ge lawn needs about an inch of water a week, including rainfall, or 10 to 20 minutes of watering. A half~nch per week is enough for fall and spring. Sprinklers should be on lo ng enough to allow water to soak into the ground but not so long as to cause runoff. To rep ort illegal dumping or for more information on stormwater pollution prevention, call: 1 (800) CLEANUP www.1800cleanup.org FO N T A N A C I T Y O F PUBLIC SERVICES Water that runs off your lawn and garden can carry excess fertilizer into the San Bernardino County storm drain system, and it does not get treated before reaching the Santa Ana River. This pollutes our drinking water and contaminates waterways, making them unsafe for people and wildlife. Follow these simple tips to prevent pollution and protect your health: • Read the product label and follow the directions carefully, using only as directed. • Avoid applying near driveways or gutters. • Never apply fertilizer before a rain. • Store fertilizers and chemicals in a covered area and in sealed, waterproof containers. • Take unwanted lawn or garden chemicals to a household hazardous waste collection facility. Call (800) 253-2681 • Use nan-toxic products for your garden and lawn whenever possible. To report illegal dumping or tor more information on Stormwater pollut ion prevention, call: .--.--------. 1 (800) CLEANUP www.1800cleanup.org FO N T A N A C I T Y O F PUBLIC SERVICES Pollution PliViiiition FRESH CONCRETE & MORTAR APPLICATION Cement wash, sediment, vehicle fluids, dust and hazardous debris from construction sites often make their way into the San Bernardino County storm drain system and do not get treated before reaching the Santa Ana River. This pollutes our drinking water and contaminates waterways, making them unsafe for people and wildlife. Follow these best management practices to prevent pollution and protect public health. Storing Materials Keep construction materials and debris away from the street gutter and storm drains. Secure open bags of cement and cover exposed stockpiles of soil, sand or gravel and excavated material with plastic sheeting, protected from rail\ wind and runoff. Onlering Materials & Recycling Waste Reduce waste by ordering only the amounts of materials needed for the job. Use recycled or recyclable materials whenever possible. When lreaking up paving, recycle the pieces at a crushing company. You can also recycle broken asphalt concrete, wood, and cleared vegetation. Non-recyclable materials should be taken to a landfill or disposed of as hazardous waste. Call [909) 386-84m for recycling and disposal information. Cleaning Up Wash concrete dust onto designated dirt areas, not down driveways or into the street or storm drains. ~sh out concrete mixers and equipment in specified washout areas, where water can flow into a containment pond. Cementwashwater can be recycled by pumping it back into cement mixers for reuse. Never dispose of cement washout into driveways, streets, gutters, storm drains or drainage ditches. During Construction Schedule excavation and grading during dry weather. Prevent mortar and cement from entering the street and storm drains by placing erosion controls. Setup small mixers on tarps or drop cloths, for easy cleanup of debris. Never bury waste material. Recycle or dispose of it as hazardous waste. To report illegal dumping or for more ormation on stormwater pollution preventiol\ call: 1 (800) CLEANUP www.1800cleanup.org FO N T A N A C I T Y O F PUBLIC SERVICES Pollution Piiiiiition AUTO MAINTENANCE Oil, grease, anti-freeze and other toxic automotive flu ids often make their way into the San Bernardino County storm drain system, and do not get treated before reaching the Santa Ma River. This pollutes oor drinking water and contaminates waterways, making them unsafe for peo~e and Vvildlife. Follow these best management practices to prevent pollution and protect public health. Cleaning Auto Parts Sc rape pa rts with a wire brush or use a bake oven rathe r than liquid cleaners. Arrange dri p pans, drying racks and dra in boards so that fluids are directed back into the pa rts washe r or the flu id holding tank. Do no t wash part s or eq uipme nt in a sh op sink, pa rking lot, driveway or street. Storing Hazardous Waste Keep your liquid waste segregated. Many fluids can be recyc led via hazardous waste disposal companies if they are not mixed. Sto re all mate rials under cover with spi ll containment or ins ide to preven t contamination of rainwater runoff. Metal Grinding and Polishing Keep a bin under your lathe or grinder to capture metal fi lings. Send uncontaminated filings to a scrap metal recycler for reclamation. Store metal filings in a covered container or indoors. Cleaning Spills Use dry methods for spill cleanup [sweeping, absorbent materials]. Follow your hazardous materials response plan, as fi led with you r loca l fi re depa rtment or other hazardous materials authority. Be sure that all employees are aware of the plan and are capab le of implementing eac h phase. To report serious toxic spills, call 911. Preventing Leaks and Spills Place dr ip pans underneath to capture fluids. Use absorbent cleaning agents instead of water to clean work areas. Proper Disposal of Hazardous Waste Recycle used motor oil and oil filters, an ti-freeze and othe r hazardous automotive fluids, batteries, tires and metal filings collected from grinding or polishing auto parts. Contact a licensed haza rdous waste hau ler. For more recyc ling information, call [909] 386-B4m. ■ To report illegal dumping or for more information on stormwater pollution prevention, call: 1 (800) CLEANUP www. 0Ocleanup.org    DW&ĂĐƚ^ŚĞĞƚƐ                     PROJECT SUMMARY CALCULATION DETAILS • LOADING = HS20/HS25 •APPROX.LINEAR FOOTAGE= 2,961 LF STORAGE SUMMARY • STORAGE VOLUME REQUIRED= 129,000 CF • PIPE STORAGE VOLUME= 83,720 CF • BACKFILL STORAGE VOLUME= 45,478 CF • TOTAL STORAGE PROVIDED= 129,198 CF • STONE VOID= 40% PIPE DETAILS • DIAMETER = 72" ■ CORRUGATION = 5x1 •GAGE=16 • COATING = AL T2 • WALL TYPE = PERFORATED • BARREL SPACING = 36" BACKFILL DETAILS • WIDTH AT ENDS= 12" • ABOVE PIPE = 6" • WIDTH AT SIDES= 12" • BELOW PIPE= 12" NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BV THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. • ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTMA998. • ALL RISERS AND STUBS ARE i½,• x ½" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. • RISERS TO BE FIELD TRIMMED TO GRADE. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE ;I IS NEEDED IT IS THE RESPONSIBILITY OF THE ! •~~~~~~~BE DETERMINED UPON FINAL DESIGN. ~ • THE PROJECT SUMMARY IS REFLECTIVE OF THE i DYODS DESIGN, QUANTITIES ARE APPROX. AND i ~~~~~!~ ~g:l~~~~~T~~,c_L ~i~:T~~ DOES !1 ~6 ~~;~~66~~;~~:~~:~: :~~~~~; I ESTIMATED EXCAVATION FOOTPRINT. • THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR !l! REGULATIONS. PLEASE CONTACT YOUR LOCAL I CONTECH REP FOR MODIFICATIONS. 1•dNlgrlancllnlormdMl-anl,llcnolng ll -- g ==-~~ILC~:-.. ~ I -1111.-•.,.,.~.,_,..,.. __ ..,,__.....,. • .,..., o rnodladloany-""""-""•Prb'_,...-d 1 ==-=:.·.:;:.~~-=-:: I I I I i :..':"11"..:=:=-::i==!.~..:..:.e----+--------------J-----, w NIIIWOPklJl'Olll--llllnpaoclN1r11lll»Nl)<lllld ~ ====-=~.,.,:._.:!'°.:.:.::.:: DATE REVISION DESCRIPTION BY ~ C()NTECH" ENGINEERED SOWTIONS LLC www-.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chesler, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX ~l~~U• \iAl~iliiiV!! CMP DETENTION SYSTEMS CONTECH DYODS DRAWING ASSEMBLY SCALE: 1" = 30' DYO46936 Pacific Communities-Maple Ave, Fontana CMP-1 INF/DET CHAMBER SYSTEM Fontana, CA DETENTION SYSTEM DESIGNED; DYO 0 © © 0 © © (i) 1 I 0 © I I TABLE 1: DIAMETER, D MIN. CORR. COVER PROFILE 6"-10" 12· 1112·x1/4" 12"-48" 12" 2 2J3•x 112• >48"-96" 12" a•x 1", 5"x 1• >96" D/8 a•x 1", 5"x 1• STRUCTURAL BACKFILL MUST EXTEND TO LIMITS OF THE TABLE • TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. ABOVE DETAIL IS A RECOMMENDATION. CONSULT GEOTECHNICAL EOR FOR PROJECT SPECIFIC BACKFILL REQUIREMENTS. INSTALLATION NOTES 1. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. 2. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY SITE ENGINEER. 3. AN HDPE MEMBRANE LINER WILL BE PLACED ON THE CROWN OF EACH PIPE TO PROVIDE AN IMPERMEABLE BARRIER AGAINST ENVIRONMENTAL CHANGES THAT MAY ADVERSELY AFFECT THE SYSTEM OVER TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL TECHNICAL DETAILS. MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT TABLE 2: PERFORATED STANDARD CMP RETENTION STANDARD BACKFILL SPECIFICATIONS MATERIAL LOCATION MATERIAL SPECIFICATION DESCRIPTION MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: HAUNCH MATERIALS UNDER THE PIPE. FILL ENVELOPE WIDTH PER ENGINEER OF RECORD THE SUGGESTED MINIMUM TRENCH WIDTH, OR EOR RECOMMENDATION: PIPE< 24•: 3.0D PIPE 24" -144•: D + 4•0• PIPE s 12•: D + 15• PIPE> 144•: D + 10•0• PIPE> 12•: 1.5D + 12• FOUNDATION AASHTO 211.5.2 -PER ENGINEER OF RECORD PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENTTHAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND FOUNDATION BROUGHT BACK TO GRADE WITH A FILL MATERIAL APPROVED BY THE ENGINEER OF RECORD. ENGINEER OF RECORD TO DETERMINE IF BEDDING IS REQUIRED. PIPE MAY BE PLACED ON THE TRENCH BOTTOM OF A RELATIVELY LOOSE, NATIVE SUITABLE WELL GRADED GRANULAR BEDDING AASHTO M 43: 3,357, 4, 4117, 5, 58, 57 MATERIAL THAT IS ROUGHLY SHAPED TO FITTHE BOTTOM OF THE PIPE, 2" MIN DEPTH. THE BEDDING MATERIAL MAY BE SUITABLE OPEN GRADED GRANULAR BEDDING CONFORMING TO AASHTO SOIL CLASSIFICATIONS A1, A2, OR A3 WITH MAXIMUM PARTICLE SIZE OF 3" PERAASHTO 26.3.8.1 CORRUGATED METAL PIPE HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION WITHOUT SOFT SPOTS. BACKFILL SHALL BE PLACED IN a• +/- FREE-DRAINING, ANGULAR, NATURALLY LOOSE LIFTS AND COMPACTED TO 90% STANDARD PROCTOR PERAASHTO T 99. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16") DIFFERENTIAL BETWEEN BACKFILL OCCURRING WASHED-STONE PER AASHTC ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHOULD BE ADVANCED ALONG THE LENGTH OF THE SYSTEM TO AVOID DIFFERENTIAL LOADING. WHERE M 43: 3, 357, 4,467, 5, 58, 57 OR CONVENTIONAL COMPACTION TESTING IS NOT PRACTICAL, THE MATERIAL SHALL BE MECHANICALLY COMPACTED UNTIL NO FURTHER YIELDING OF MATERIAL IS OBSERVED UNDER THE APPROVED EQUAL" COMPACTOR. -IN AREAS WITH HIGH WATER TABLE FLUCTUATIONS THAT INTERACT WITH THE PIPE ZONE, CONSIDER INSTALLING A GEOTEXTILE SEPARATION LAYER TO PREVENT SOIL MIGRATION. COVER MATERIAL UP rDMIN. COVER -MSHTOM 145:A-1,A-2,A-3 AB PVE COVER MATERIAL MAY INCLUDE NON-BITUMINOUS, GRANULAR ROADBASE MATERIAL WITHIN MIN COVER LIMITS MIN. COVER-PER ENGINEER OF RECORD RIGID OR FLEXIBLE PAVEMENT (IF PER ENGINEER OF RECORD FLEXIBLE PAVEMENT SHOULD NOT BE COUNTED AS PART OF THE FILL HEIGHT OVER THE CMP. FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE APPLICABLE) PROJECT PLANS AND SPECIFICATIONS PER THE ENGINEER OF RECORD. OPTIONAL SIDE GEOTEXTILE NONE GEOTEXTILE LAYER IS RECOMMENDED ON SIDES OF EXCAVATION TO PREVENT SOIL MIGRATION. GEOTEXTILE BETWEEN LAYERS NONE IF SOIL TYPES DIFFER AT ANY POINT ABOVE PIPE INVERT, A GEOTEXTILE LAYER IS RECOMMENDED TO BE PLACED BETWEEN THE LAYERS TO PREVENT SOIL MIGRATION. NOTES: • FOR MULTIPLE BARREL INSTALLATIONS, THE RECOMMENDED STANDARD SPACING BETWEEN PARALLEL PIPE RUNS SHALL BE THE PIPE DIAMETER /2 BUT NO LESS THAN 12• FOR DIAMETERS <72". FOR 72• AND LARGER DIAMETERS, THE MINIMUM SPACING IS 35■_ CONTACT YOUR CONTECH REPRESENTATIVE FOR NONSTANDARD SPACING. APPROVED REGIONAL EQUIVALENTS FOR SECTION 5 INCLUDE CA-7, MIDOT 6M, 6A, OR 5G, PROVIDED THEY MEET THE PARTICLE SIZES INDICATED. ~ jiii•dNlgrlwllnlorm_dMl_anl,llcnolng ll -- g :;:::_=.ci~LLC~"':' .. ~ MANUFACTURER RECOMMENDED BACKFILL NOTTO SCALE C()NTECH" ~l~~U• \iAl~iliiiV!! CMP DETENTION SYSTEMS I -1111.-•.,.,.~.,_,.,,.. __ .,__.....,. .... ., o rnodladloany-""""-""•Prb'_,..,_d 1 ==-=:.·.:;:.~~-=-:: I I I I i :..':".·=:=-::i==!.~..:..:.e----+--------------J-------j w NIIIWOPklJl'Olll--llllnpaoclN1r11lll»Nl)<lllld ~ ====-=~.,.,:._.:!'°.:.:.::.:: DATE REVISION DESCRIPTION BY ENGINEERED SOWTIONS LLC www-.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chesler, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX CONTECH DYODS DRAWING DY046936 Pacific Communities-Maple Ave, Fontana CMP-1 INF/DET CHAMBER SYSTEM Fontana, CA DETENTION SYSTEM DESIGNED; DYO TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHT OF COVER CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS.AN EXTRAAMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT-OF-COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. PIPE SPAN, AXLE LOADS (kips) INCHES 18-50 50-75 75-110 110-150 MINIMUM COVER (FT) 12-42 2.0 2.5 3.0 3.0 48-72 3.0 3.0 3.5 4.0 78-120 3.0 3.5 4.0 4.0 126-144 3.5 4.0 4.5 4.5 •MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. f------------A-----------, ACCESS CASTING TO BE PROVIDED AND INSTALLED BY CONTRACTOR. i.. ,----:.--------t--~ I I ~ L~ L_ C ~ l ~ GASKET MATERIAL SUFFICIENT TO PREVENT SLAB FROM BEARING ON RISER TO BE PROVIDED BY CONTRACTOR. L OPENING IN SECTION VIEW .,. 'b ~2¢p /0A PROTECTION ~ [( 11•TYP. i 0 0B :-- #4 DIAGONAL TRIM BAR (JYP. 4 PLACES), SEE NOTE7. 2"COVER [TYP) OPENING IN REINFORCING TABLE 0CMP RISER A 0B REINFORCING 24• 04• 29• #5@12"0CEW 4'X4' #5@12.0CEW 30• 04•-5• 32• #5@12.0CEW 4'-6"X4'-6• #5@12"0CEW 36· 05• 5' 39• #5@1o·ocEw X5' #5@1o·ocEw 42• 05'-6"5'-6· 44• #5@10"0CEW xs·-s· #5@s·ocEw 49• 0e• 6' 50• #5@s·ocEw X6' #5@a·ocEw •• ASSUMED SOIL BEARING CAPACITY SPECIFICATION FOR DESIGNED DETENTION SYSTEM: SCOPE eJeE SLAB FOR CASTING PR~~g~ -ti'==~~~~~;:===:;~=:;=z"':~;=i===: THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE DESIGNED DETENTION SYSTEM DETAILED IN THE PROJECT PLANS. MATERIAL THE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS LISTED BELOW: THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE TO THE APPLICABLE REQUIREMENTS LISTED BELOW: ALUMINIZED TYPE 2: AASHTO M-38 OR ASTIM A-780 GALVANIZED: MSHTO M-36 OR ASTM A-760 CASTING **BEARING PRESSURE (PSF) 2,410 1,780 2,120 1,530 1,890 1,350 1,720 1,210 1,600 1,100 J< ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-274 ORASTM A-92. ARl'llllO'.MIIIECOATED: AASHTO M-245 ORASTM A-762 ALUMINUM: MSHTO M-196 ORASTM B-745 APPLICABLE INTERRUPTED BAR REPLACEMENT, SEE NOTES. THE GALVANIZED STEEL COILS SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-218 ORASTMA-929. HANDLING AND ASSEMBLY ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW I THE POLYMER COATED STEEL COILS SHALL CONFORM TO THE REQUIREMENTS OF MSHTO M-246 ORASTMA-742. THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE OF AASHTO M-197 ORASTM B-744. CONSTRUCTION LOADS CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPAGUIDELINES. 1~·1= THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL !l! PREFERENCES OR REGULATIONS. PLEASE => CONTACT YOUR LOCAL CONTECH REP FOR i MODIFICATIONS. 1•dNlgrlancllnlormdMl-anl,llcnolng ll -- g ==-~~ILC~:-.,~ I -1111.-•.,.,.~.,_,..,.. __ .,__.....,. .... ., 0 rnodladloany--1,•prb'_,..,_d SHALL BE IN ACCORDANCE WITH NCSP'S (NATIONAL CORRUGATED STEEL AFlfH£ABSE>CIATION) FORALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL. SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR ALUMINUM PIPE. REQUIREMENTS INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II DIVISION II ORASTM A-798 (FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL) ORASTM B-788 (FORALUMINUM PIPE)AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. 1 ==-=:.·.:;:.~~-=-:: I I I I i :..':"11"=::=-::i==!.~..:..:.e----+--------------J-------j w ....... "' ___ ....,._..., __ Nl)<lllld ~ ====-=~.,.,:._.:!'°.:.:.::.:: DATE REVISION DESCRIPTION BY C()NTECH" ENGINEERED SOWTIONS LLC www-.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chesler, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX ~l~~U• \iAl~iliiiV!! CMP DETENTION SYSTEMS CONTECH DYODS DRAWING = 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 2. DESIGN LOAD HS25. 3. EARTH COVER = 1' MAX. 4. CONCRETE STRENGTH = 3,500 psi 5. REINFORCING STEEL =ASTM A615, GRADE 80. 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12'' BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BYCONTIRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. MANHOLE CAP DETAIL SCALE: N.T.S. DYO46936 Pacific Communities-Maple Ave, Fontana CMP-1 INF/DET CHAMBER SYSTEM Fontana, CA DESIGNED; DYO DETENTION SYSTEM I I CMP DETENTION INSTALLATION GUIDE PROPER INSTALLATION OF A FLEXIBLE UNDERGROUND DETENTION SYSTEM WILL ENSURE LONG-TERM PERFORMANCE. THE CONFIGURATION OF THESE SYSTEMS OFTEN REQUIRES SPECIAL CONSTRUCTION PRACTICES THAT DIFFER FROM CONVENTIONAL FLEXIBLE PIPE CONSTRUCTION. CONTECH ENGINEERED SOLUTIONS STRONGLY SUGGESTS SCHEDULING A PRE-CONSTRUCTION MEETING WITH YOUR LOCAL SALES ENGINEER TO DETERMINE IF ADDITIONAL MEASURES, NOT COVERED IN THIS GUIDE, ARE APPROPRIATE FOR YOUR SITE. FOUNDATION CONSTRUCT A FOUNDATION THAT CAN SUPPORT THE DESIGN LOADING APPLIED BY THE PIPE AND ADJACENT BACKFILL WEIGHT AS WELL AS MAINTAIN ITS INTEGRITY DURING CONSTRUCTION. IF SOFT OR UNSUITABLE SOILS ARE ENCOUNTERED, REMOVE THE POOR SOILS DOWN TO A SUITABLE DEPTH AND THEN BUILD UP TO THE APPROPRIATE ELEVATION WITH A COMPETENT BACKFILL MATERIAL. THE STRUCTURAL FILL MATERIAL GRADATION SHOULD NOT ALLOW THE MIGRATION OF FINES, WHICH CAN CAUSE SETTLEMENT OF THE DETENTION SYSTEM OR PAVEMENT ABOVE. IF THE STRUCTURAL FILL MATERIAL IS NOT COMPATIBLE WITH THE UNDERLYING SOILS AN ENGINEERING FABRIC SHOULD BE USED AS A SEPARATOR. IN SOME CASES, USING A STIFF REINFORCING GEOGRID REDUCES OVER EXCAVATION AND REPLACEMENT FILL QUANTITIES. GRADE THE FOUNDATION SU BG RADE TO A UNIFORM OR SLIGHTLY SLOPING GRADE. IF THE SUBGRADE IS CLAY OR RELATIVELY NON-POROUS AND THE CONSTRUCTION SEQUENCE WILL LAST FOR AN EXTENDED PERIOD OF TIME, IT IS BEST TO SLOPE THE GRADE TO ONE END OF THE SYSTEM. THIS WILL ALLOW EXCESS WATER TO DRAIN QUICKLY, PREVENTING SATURATION OF THE SUBGRADE. GEOMEMBRANE BARRIER IN-SITU TRENCH WALL IF EXCAVATION IS REQUIRED. THE TRENCH WALL NEEDS TO BE CAPABLE OF SUPPORTING THE LOAD THAT THE PIPE SHEDS AS THE SYSTEM IS LOADED. IF SOILS ARE NOT CAPABLE OF SUPPORTING THESE LOADS. THE PIPE CAN DEFLECT. PERFORM A SIMPLE SOIL PRESSURE CHECK USING THE APPLIED LOADS TO DETERMINE THE LIMITS OF EXCAVATION BEYOND THE SPRING LINE OF THE OUTER MOST PIPES. IN MOST CASES THE REQUIREMENTS FOR A SAFE WORK ENVIRONMENT AND PROPER BACKFILL PLACEMENT AND COMPACTION TAKE CARE OF THIS CONCERN. BACKFILL PLACEMENT OEO"TEXTILE SEPARATION (ABOVE AND BELOW BEDDING} WITH UNIFORMLY GRADED BEDDING LAYER MATERIAL SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL-SLICING. RODDING. AIR TAMPER. VIBRATORY ROD. OR OTHER EFFECTIVE METHODS. IF AASHTO T99 PROCEDURES ARE DETERMINED INFEASIBLE BY THE GEOTECHNICAL ENGINEER OF RECORD, COMPACTION IS CONSIDERED ADEQUATE WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR, OR UNDER FOOT, AND THE GEOTECHNICAL ENGINEER OF RECORD (OR REPRESENTATIVE THEREOF) IS SATISFIED WITH THE LEVEL OF COMPACTION. A SITE'S RESISTIVITY MAY CHANGE OVER TIME WHEN VARIOUS TYPES OF FOR LARGE SYSTEMS, CONVEYOR SYSTEMS, BACKHOES WITH LONG SALTING AGENTS ARE USED, sucH AS ROAD SALTS FOR DEICING AGENTS. IF ~~~~1~~-O~N~~~~~E~M~6~:~~~~ ~cN~;:u~Yo~\~~~NTci' :c~g:s SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE, A GEOMEMBRANE THE ENTIRE WIDTH OF THE SYSTEM IS REACHED. ADVANCE THE EQUIPMENT BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS TO THE END OF THE RECENTLY PLACED FILL, AND BEGIN THE SEQUENCE INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAi.ADVERSE AGAIN UNTIL THE SYSTEM IS COMPLETELY BACKFILLED. THIS TYPE OF EFFECTS THAT MAY RESULT FROM THE USE OF SUCH AGENTS INCLUDING PREMATURE CORROSION AND REDUCED ACTUAL SERVICE LIFE. THE PROJECTS ENGINEER OF RECORD IS TO EVALUATE WHETHER SALTING AGENTS WILL BE USED ON OR NEAR THE PROJECT SITE, AND USE HIS/HER BEST JUDGEMENT TO DETERMINE IF ANY ADDITIONAL PROTECTIVE MEASURES ARE REQUIRED. BELOW ISA TYPICAL DETAIL SHOWING THE PLACEMENT OF A GEOMEMBRANE BARRIER FOR PROJECTS WHERE SAL TING AGENTS ARE USED ON OR NEAR THE PROJECT SrTE. CONSTRUCTION SEQUENCE PROVIDES ROOM FOR STOCKPILED BACKFILL DIRECTLY BEHIND THE BACKHOE. AS WELL AS THE MOVEMENT OF CONSTRUCTION TRAFFIC. MATERIAL STOCKPILES ON TOP OF THE BACKFILLED DETENTION SYSTEM SHOULD BE LIMITED TO 8-TO 10-FEET HIGH AND MUST PROVIDE BALANCED LOADING ACROSS ALL BARRELS. TO DETERMINE THE PROPER COVER OVER THE PIPES TO ALLOW THE MOVEMENT OF CONSTRUCTION EQUIPMENT SEE TABLE 1, OR CONTACT YOUR LOCAL CONTECH SALES ENGINEER. ~ jiii•dNlgrlwllnlorm_dMl_anl,llcnolng ll -- WHEN FLOWABLE FILL IS USED. YOU MUST PREVENT PIPE FLOATATION. TYPICALLY, SMALL LIFTS ARE PLACED BETWEEN THE PIPES AND THEN ALLOWED TO SET-UP PRIOR TO THE PLACEMENT OF THE NEXT LIFT. THE ALLOWABLE THICKNESS OF THE CLSM LIFT IS A FUNCTION OF A PROPER BALANCE BETWEEN THE UPLIFT FORCE OF THE CLSM. THE OPPOSING WEIGHT OF THE PIPE, AND THE EFFECT OF OTHER RESTRAINING MEASURES. THE PIPE CAN CARRY LIMITED FLUID PRESSURE WITHOUT PIPE DISTORTION OR DISPLACEMENT, WHICH ALSO AFFECTS THE CLSM LIFT THICKNESS. YOUR LOCAL CONTECH SALES ENGINEER CAN HELP DETERMINE THE PROPER LIFT THICKNESS. STAGE POURS AS REQUIRED TO CONTROL FLOATATION AND PIPE DISTORTION/DISPLACEMENT CONSTRUCTION LOADING TYPICALLY, THE MINIMUM COVER SPECIFIED FOR A PROJECT ASSUMES H-20 LIVE LOAD. BECAUSE CONSTRUCTION LOADS OFTEN EXCEED DESIGN LIVE LOADS, INCREASED TEMPORARY MINIMUM COVER REQUIREMENTS ARE NECESSARY. SINCE CONSTRUCTION EQUIPMENT VARIES FROM JOB TO JOB. IT IS BEST TO ADDRESS EQUIPMENT SPECIFIC MINIMUM COVER REQUIREMENTS WITH YOUR LOCAL CONTECH SALES ENGINEER DURING YOUR PRE-CONSTRUCTION MEETING. ADDITIONAL CONSIDERATIONS BECAUSE MOST SYSTEMS ARE CONSTRUCTED BELOW-GRADE, RAINFALL CAN RAPIDLY FILL THE EXCAVATION; POTENTIALLY CAUSING FLOATATION AND MOVEMENT OF THE PREVIOUSLY PLACED PIPES. TO HELP MITIGATE POTENTIAL PROBLEMS, IT IS BESTTO STARTTHE INSTALLATION ATTHE DOWNSTREAM END WITH THE OUTLET ALREADY CONSTRUCTED TO ALLOW A ROUTE FOR THE WATER TO ESCAPE. TEMPORARY DIVERSION MEASURES MAY BE REQUIRED FOR HIGH FLOWS DUE TO THE RESTRICTED NATURE OF THE OUTLET PIPE. CATCH BASIN INLET CMP DETENTION SYSTEM INSPECTION AND MAINTENANCE UNDERGROUND STORMWATER DETENTION AND INFILTRATION SYSTEMS MUST BE INSPECTED AND MAINTAINED AT REGULAR INTERVALS FOR PURPOSES OF PERFORMANCE AND LONGEVl1Y. INSPECTION INSPECTION IS THE KEY TO EFFECTIVE MAINTENANCE OF CMP DETENTION SYSTEMS AND IS EASILY PERFORMED. CONTECH RECOMMENDS ONGOING. ANNUAL INSPECTIONS. SITES WITH HIGH TRASH LOAD OR SMALL OUTLET CONTROL ORIFICES MAY NEED MORE FREQUENT INSPECTIONS. THE RATE AT WHICH THE SYSTEM COLLECTS POLLUTANTS WILL DEPEND MORE ON SITE SPECIFIC ACTIVITIES RATHER THAN THE SIZE OR CONFIGURATION OF THE SYSTEM. INSPECTIONS SHOULD BE PERFORMED MORE OFTEN IN EQUIPMENT WASH DOWN AREAS, IN CLIMATES WHERE SANDING AND/OR SALTING OPERATIONS TAKE PLACE, AND IN OTHER VARIOUS INSTANCES IN WHICH ONE WOULD EXPECT HIGHER ACCUMULATIONS OF SEDIMENT OR ABRASIVE/ CORROSIVE CONDITIONS. A RECORD OF EACH INSPECTION IS TO BE MAINTAINED FOR THE LIFE OF THE SYSTEM MAINTENANCE CMP DETENTION SYSTEMS SHOULD BE CLEANED WHEN AN INSPECTION REVEALS ACCUMULATED SEDIMENT OR TRASH IS CLOGGING THE DISCHARGE ORIFICE. ACCUMULATED SEDIMENT AND TRASH CAN TYPICALLY BE EVACUATED THROUGH THE MANHOLE OVER THE OUTLET ORIFICE. IF MAINTENANCE IS NOT PERFORMED AS RECOMMENDED. SEDIMENT AND TRASH MAY ACCUMULATE IN FRONT OF THE OUTLET ORIFICE. MANHOLE COVERS SHOULD BE SECURELY SEATED FOLLOWING CLEANING ACTIVITIES. CONTECH SUGGESTS THAT ALL SYSTEMS BE DESIGNED WITH AN ACCESS/INSPECTION MANHOLE SrTUATEDAT OR NEAR THE INLET AND THE OUTLET ORIFICE. SHOULD IT BE NECESSARY TO GET INSIDE THE SYSTEM TO PERFORM MAINTENANCE ACTIVITIES, ALL APPROPRIATE PRECAUTIONS REGARDING CONFINED SPACE ENTRY AND OSHA REGULATIONS SHOULD BE FOLLOWED. ANNUAL INSPECTIONS ARE BEST PRACTICE FOR ALL UNDERGROUND SYSTEMS. DURING THIS INSPECTION, IF EVIDENCE OF SALTING/DE-ICING AGENTS IS OBSERVED WITHIN THE SYSTEM, IT IS BEST PRACTICE FOR THE SYSTEM TO BE RINSED. INCLUDING ABOVE THE SPRING LINE SOON AFTER THE SPRING THAW AS PART OF THE MAINTENANCE PROGRAM FOR THE SYSTEM. MAINTAINING AN UNDERGROUND DETENTION OR INFILTRATION SYSTEM IS EASIEST WHEN THERE IS NO FLOW ENTERING THE SYSTEM. FOR THIS REASON, IT IS A GOOD IDEA TO SCHEDULE THE CLEANOUT DURING DRY WEATHER. THE FOREGOING INSPECTION AND MAINTENANCE EFFORTS HELP ENSURE UNDERGROUND PIPE SYSTEMS USED FOR STORMWATER STORAGE CONTINUE TO FUNCTION AS INTENDED BY IDENTIFYING RECOMMENDED REGULAR INSPECTION AND MAINTENANCE PRACTICES. INSPECTION AND MAINTENANCE RELATED TO THE STRUCTURAL INTEGRITY OF THE PIPE OR THE SOUNDNESS OF PIPE JOINT CONNECTIONS IS BEYOND THE SCOPE OF THIS GUIDE. g :;:::_=.ci~LLC~"':'.,~ I -1111.-•.,.,.~.,_,..,.. __ .,__.....,. .... ., o rnodladloan,--""""-""•Prb"_,..,_d 1 ==-=:.·.:;:.~~-=-:: I I I I i :..':"11"=::=-::i==!.~..:..:.e----+--------------J-----j C()NTECH" ENGINEERED SOWTIONS LLC www-.ContechES.com 9025 Centre Pointe Dr., Suite 400, West Chesler, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX ~l~~U• \iAl~iliiiV!! 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It’s simple to choose the right stormwater solution to achieve your goals with the Contech Stormwater Solutions Staircase. First, select the runoff reduction practices that are most appropriate for your site, paying particular attention to pretreatment needs. If the entire design storm cannot be retained, select a treatment best management practice (BMP) for the balance. Finally, select a detention system to address any outstanding downstream erosion. Learn more about all of our stormwater technologies at www.ContechES.com/stormwater D ESIGN Y OUR O WN D ETENTION OR I NFILTRATION S YSTEMDYODS The Contech Design Your Own Detention System (DYODS®) tool fully automates the layout process for stormwater detention and infiltration systems and produces CAD and PDF files that can be used for creating plans and specs, and for estimating total installed costs. To use the Design Your Own Detention or Infiltration System tool, visit: www.ContechES.com/dyods Surface Infiltration/ m'ffi Bioretention 1111 I Subsurface Infiltration ~ I Rainwaler Harvesting e Biofiltration I Rhratian Hydrodynamic Separation B = II -----1M 3 Learn more at www.ContechES.com/cmp-detention The only sure way to eliminate stormwater pollution is to eliminate stormwater runoff. In recognition of this fact, Green Infrastructure and Low Impact Development based stormwater management regulations prioritizing runoff reduction have proliferated throughout the United States. Where site conditions allow, infiltration is typically the most cost effective and reliable runoff reduction approach. In urban environments where there are competing demands for land, subsurface infiltration can provide many of the benefits of landscape based systems but without requiring dedicated land area. Infiltration systems are commonly comprised of a pretreatment component designed to remove sediment, trash, and oil, followed by plastic, metal or concrete storage units surrounded by permeable stone creating a high voids storage gallery. Infiltration systems are typically designed to support vehicular loading and to withstand lateral pressures from surrounding soil that allows the overlying land to be used for virtually any non-building application. Subsurface Infiltration as a Stormwater Management Strategy LID benefits include runoff volume reduction, peak flow control, ground water recharge, and water quality improvement. CMP infiltration is used at Pitzer College in Claremont, California. Subsurface infiltration meets the objectives of LID by reducing runoff with the added benefit of saving land space in urban environments. 4 CM P – t h e “ G o T o ” M a t e r i a l f o r S u b s u r f a c e I n f i l t r a t i o n Th e p u r p o s e o f t h e s t o r a g e v e s s e l i s t o h o l d s t o r m w a t e r ru n o f f u n d e r g r o u n d w h i l e a l l o w i n g i t t o i n f i l t r a t e t h e su r r o u n d i n g s o i l . F o r t h e m a j o r i t y o f a p p l i c a t i o n s , c o r r u g a t e d me t a l p i p e ( C M P ) i s t h e “ g o t o ” m a t e r i a l f o r s u b s u r f a c e in f i l t r a t i o n . • 7 5 + y e a r s e r v i c e l i f e g u i d a n c e f o r c e r t a i n m a t e r i a l s / co a t i n g s i n r e c o m m e n d e d e n v i r o n m e n t s . * P l e a s e re f e r t o t h e C o r r u g a t e d M e t a l P i p e D e t e n t i o n D e s i g n Gu i d e f o r a d d i t i o n a l i n f o r m a t i o n . • V a r i o u s p i p e c o a t i n g s a n d m a t e r i a l s a r e a v a i l a b l e t o ac c o m m o d a t e s i t e - s p e c i f i c n e e d s : A l u m i n i z e d S t e e l T y p e 2 ( A L T 2 ) , G a l v a n i z e d , C O R L I X ® A l u m i n u m , a n d P o l y m e r Co a t e d . • W i d e r a n g e o f g a g e s , c o r r u g a t i o n s , a n d s h a p e s , i n di a m e t e r s 1 2 ” – 1 4 4 ” . • P i p e c a n b e f u l l y o r p a r t i a l l y p e r f o r a t e d f o r i n f i l t r a t i o n , re t e n t i o n , o r g r o u n d w a t e r r e c h a r g e a p p l i c a t i o n s . • C u s t o m a c c e s s r i s e r s a n d m a n i f o l d s p r o v i d e d i r e c t ac c e s s f o r m a i n t e n a n c e . • O u t l e t c o n t r o l d e v i c e s c a n b e i n c o r p o r a t e d w i t h i n t h e sy s t e m , e l i m i n a t i n g t h e n e e d f o r a s e p a r a t e s t r u c t u r e . • C u s t o m i z a b l e - a v a r i e t y o f f i t t i n g s a l l o w C M P t o m a t c h mo s t l a y o u t c o n f i g u r a t i o n s . • M a y b e d e s i g n e d f o r h e a v y l o a d i n g a n d h i g h m a x i m u m co v e r . • C o n t r i b u t e s t o L E E D p o i n t s . • A v a i l a b l e l o c a l l y ; q u i c k t u r n a r o u n d t i m e . • T h e m o s t e c o n o m i c a l i n s t a l l e d s o l u t i o n . A w i d e r a n g e o f C M P d i a m e t e r s a n d c o a t i n g s a r e a v a i l a b l e to m e e t s i t e s p e c i f i c n e e d s . CM P c a n b e l a i d o u t i n c o n f i g u r a t i o n s no t a c h i e v a b l e w i t h o t h e r m a t e r i a l s . Wi t h i t s l o w c o s t , a w i d e v a r i e t y o f d i a m e t e r s , la y o u t c o n f i g u r a t i o n s , a n d m a t e r i a l s , n o o t h e r ma t e r i a l c a n m a t c h C M P ’ s f l e x i b i l i t y a n d v e r s a t i l i t y . * S e r v i c e l i f e g u i d a n c e p r o v i d e d b y N a t i o n a l C o r r u g a t e d S t e e l P i p e As s o c i a t i o n ( N C S P A ) a n d / o r A K S t e e l C o r p o r a t i o n . S e e N C S P A . o r g w e b s i t e or c o n s u l t y o u r e n g i n e e r o f r e c o r d f o r a d d i t i o n a l i n f o r m a t i o n o n s e r v i c e li f e , r e c o m m e n d e d e n v i r o n m e n t s a n d f i e l d s t u d i e s o n v a r i o u s m a t e r i a l s a n d co a t i n g s . C o r r o s i v e e n v i r o n m e n t s , s u c h a s s e a w a t e r a n d r o a d / d e - i c i n g s a l t in f i l t r a t i o n , a n d o t h e r e n v i r o n m e n t s w i t h p H a n d r e s i s t i v i t y o u t s i d e o f t h e re c o m m e n d e d r a n g e m a y c a u s e p r e m a t u r e c o r r o s i o n a n d r e d u c e a c t u a l se r v i c e l i f e . B e c a u s e s i t e c o n d i t i o n s v a r y , C o n t e c h d o e s n o t g u a r a n t y o r wa r r a n t s e r v i c e l i f e g u i d a n c e f o r m a t e r i a l s a n d c o a t i n g s . ~ 5 Learn more at www.ContechES.com/cmp-detention Some engineers are hesitant to use corrugated metal pipe (CMP) for infiltration because they have heard about CMP drainage culverts that have corroded due to abrasion. Factors affecting longevity differ between culvert and infiltration applications. Culverts experience high velocity flows carrying abrasive sediment, which can wear off galvanized coatings used in older CMP culverts. Infiltration systems are designed for storage rather than conveyance, so velocity and abrasive forces are minimized. In addition, improved CMP coatings, such as Aluminized Type 2 (ALT2), are more abrasion resistant and have demonstrated superior in-ground performance against abrasion in long- term durability studies. Field studies also have indicated that ALT2 coating may extend service life in wider pH and resistivity ranges than galvanized coatings. Confirming and maintaining recommended environmental conditions helps ensure system longevity projected by the long term studies. Finally, properly designed infiltration systems include pretreatment, flow control and a stone backfill envelope that can reduce exposure to abrasion. • National Corrugated Steel Pipe Association (NCSPA) service life guidance of 75+ years for certain materials/coatings in recommended environments. • CMP infiltration systems can be designed to meet HS-20 or greater load requirements with proper depths of cover. • With low flows, CMP infiltration systems have little susceptibility to abrasion inside the pipe that holds stormwater runoff. • Various pipe coatings and materials are available to accommodate site-specific needs: Aluminized Steel Type 2 (ALT2), Galvanized, CORLIX® Aluminum, and Polymer Coated. • CMP infiltration systems are to be surrounded by clean crushed rock to provide increased storage capacity and reduce contact with native soils. The entire system may be wrapped with fabric or liner on the sides and top to help further reduce contact with native soils. • CMP infiltration systems may be used in wide range of recommended environments. AK Steel Corporation’s field studies and technical guidance indicate 75 year service life guidance for 16 gage ALT2 for pH of 5-9 and resistivity greater than 1,500 ohm-cm and 100 year service life guidance for 16 gage ALT2 for pH of 6-8 and resistivity greater than 5,000 ohm-cm. • Corrosive environments, such as seawater and road/de-icing salt infiltration, acidic minewater, and sanitary sewage, and other environments with pH and resistivity outside of the recommended range may cause premature corrosion and reduce actual service life. • Infiltration systems are to be inspected and maintained in accordance with Contech’s guidelines. See Corrugated Metal Pipe Detention Design Guide for additional information on CMP infiltration systems. Addressing the Question of Longevity CMP has a proven service life Learn more about the durability of steel through the recent NCSPA ALT2 Study - www.ncspa.org 6 Maximizing Vertical Space: Every Inch Counts One of the most overlooked advantages of CMP is its ability to maximize vertical storage space. Increasing the depth of a CMP infiltration system allows for more water storage in the same footprint. For example, doubling the diameter of pipe yields four times as much storage volume in the pipe. This provides a significant cost savings per cubic foot of storage. In addition, more vertical storage space means a smaller footprint, less excavation, and lower project costs. 2x the diameter - 4x the storage Diameter (inches) Volume (ft3/ft)Min. Cover Height Diameter (inches) Volume (ft3/ft)Min. Cover Height 12 .78 12”78 33.2 12” 15 1.22 12”84 38.5 12” 18 1.76 12”90 44.2 12” 21 2.40 12”96 50.3 12” 24 3.14 12”102 56.8 18” 30 4.9 12”108 63.6 18” 36 7.1 12”114 70.9 18” 42 9.6 12”120 78.5 18” 48 12.6 12”126 86.6 18” 54 15.9 12”132 95.0 18” 60 19.6 12”138 103.9 18” 66 23.8 12”144 113.1 18” 72 28.3 12” Round Pipe – CMP 6-in to 144-in Sizing 96” diameter - 50.2 ft³/ft 48” diameter - 12.5 ft³/ft Contech’s Corrugated Metal Pipe Detention systems maximize vertical storage space. ➔ 7 Learn more at www.ContechES.com/cmp-detention 7777777777777777 LeLeLeLearararrnnnn momomomorerereeere aaaaat t t wwwwwwwwwwww.w.w.w CoCoCContntntttntecececececcechEhEhEhEhhSSSS.S cococm//m/- 7 Infiltration systems have multiple components, and one of the most important is pretreatment. The purpose of a pretreatment device is to prolong the life of the infiltration system by removing debris and sediment that can collect on the invert and within the stone backfill voids. Pretreatment will maintain the efficiency of an infiltration system as well as extend the life cycle, therefore preventing a premature replacement. Pretreatment also offers these additional benefits: • Easier to clean and maintain compared to the infiltration system itself. • Cost savings due to the extended service life of the system. • Removing trash and debris protects downstream outlet control structures from clogging. Pretreatment Design Considerations When choosing a pretreatment system, it is important to consider the following: • Downstream outlet control structures may require protection from a pretreatment device that screens trash and debris. • Pretreatment system selection depends on pollutant targets. Trash, debris, and larger particles can be removed with hydrodynamic separators. Removing high percentages of fine particles and associated heavy metals and nutrients requires filtration. • Reduced long term maintenance or replacement cost of the infiltration system can help justify pretreatment construction costs. • Inlet and pipe layout will influence the number and type of pretreatment systems used. A combination of different systems may be appropriate for the various inlet locations and flows. The Need for Effective Pretreatment Pretreatment systems that are easy to maintain and do not rely on the use of geotextile fabric are preferred. 8 Contech offers a number of pretreatment options, all of which will extend the life of subsurface infiltration systems and improve water quality. The type of system chosen will depend on a number of factors including footprint, soil conditions, local regulations, and the desired level of pretreatment. Pretreatment Options CDS provides direct access to cleaning, and the built-in high flow bypass weir eliminates the need for a separate bypass structure. Hydrodynamic Separation Hydrodynamic Separation (HDS) provides a basic level of pretreatment by capturing and retaining trash and debris, sediment, and oil from stormwater runoff. CDS® The CDS uses a combination of swirl concentration and indirect screening and is the only non-blocking screening technology available in an HDS system. Filtration Filtration provides a higher level of pretreatment and improved water quality by removing trash and debris, oil, fine solids, and dissolved pollutants such as metals, hydrocarbons, and nutrients. Filterra® Bioretention System Filterra is an engineered bioretention system that has been optimized for high volume/flow treatment and high pollutant removal. The Stormwater Management StormFilter® The StormFilter system is comprised of a structure that houses rechargeable, media-filled cartridges. The media can be customized to target site-specific pollutants. Jellyfish® Filter The Jellyfish filter uses membrane filtration in a compact footprint to remove a high level and a wide variety of stormwater pollutants such as fine particulates, oil, trash and debris, metals, and nutrients. 9 Learn more at www.ContechES.com/cmp-detention There may be instances where alternative materials are needed for subsurface infiltration due to site specific needs. Plastic Chambers Plastic chambers are best suited to shallow depth applications; minimum cover is 18 inches, and maximum cover is 96 inches. Some benefits of chambers are: • Chambers may be beneficial for sites with limited vertical storage. • Lightweight and installed by hand. • Heavy equipment is not required to set units into place. • Centralized stocking locations for short lead times. Concrete Structures/Vaults Some concrete structures and vaults are best suited for high loading applications such as railroads or airports. Concrete units are also ideal in corrosive environments or areas with high salinity. Some benefits of concrete structures are: • Wide range of spans and heights. • Greater underground infiltration storage in a smaller footprint. • Ample and easy maintenance access. • Fast installation. Alternative Materials for Subsurface Infiltration 10 Project Profiles: CMP Infiltration Systems in Action City Center Regional Stormwater Facility Mountlake Terrace, Washington • The city of Mountlake Terrace, Washington needed a new stormwater retention facility to provide stormwater treatment and downstream flood control. • There was limited footprint for 80,000 CF of runoff, and the system was required to be very deep, with about 15’ of cover. • Engineers designed a system consisting of a CDS pretreatment system in front of 800 linear feet of 120” diameter, perforated, aluminized type 2 CMP that allows the runoff to slowly infiltrate the surrounding soil. • Perforated CMP was selected for its ability to accommodate the deep bury, the relatively small footprint, and cost effectiveness. Creative Office Space El Segundo, California • A stormwater infiltration solution was needed for a new group of office buildings. • The owner wanted to maximize the use of the parking area in the urban setting. • The site had a tight footprint and multiple utility constraints, requiring the design of five separate systems. • A total of 860 LF of perforated CMP was installed providing of 25,265 CF of storage. • Perforated CMP was selected for its design flexibility, cost effectiveness, and ease of installation. Edie and Lew Wasserman Building, UCLA Westwood, California • The new six-story, 100,000 square foot Edie and Lew Wasserman Building was built on a very dense site that needed to meet sustainability requirements. • The design needed to maximize infiltration volume, match existing inverts, and work around existing utilities. • The stormwater management systems included a CDS pretreatment system and a CMP infiltration system using 57’ of 72” perforated CMP. • Perforated CMP was selected to avoid utilities, minimize excavation, meet the City of LA LID requirements, contribute to the building’s LEED certification, and to provide space for the buildings “outdoor room” and gardens. 11 Learn more at www.ContechES.com/cmp-detention The Right Partner Can Make All the Difference Regardless of your project’s objectives and constraints, our team of stormwater design engineers, regulatory managers, and local stormwater consultants are here to provide you with expert advice and assistance. If your goal is to eliminate or detain runoff, you can rely on Contech for a wide range of subsurface infiltration, detention, and rainwater harvesting solutions. If treatment is needed, our landscape-based biofiltration or subsurface filtration designs can fit into virtually any site and can be tailored to address specific pollutants. At every stage of your project, count on Contech to provide engineering services including: • Regulatory guidance and permitting assistance • Preliminary standard details and/or site specific final CAD drawings and specifications • Low Impact Development design assistance • Engineering calculations for hydraulics/hydrology, rainwater harvesting, and detention/retention • Online “Design Your Own” tools • Review of preliminary site design, feasibility screening, and layout assistance • Value engineering – cost estimates and options analysis • Pre-construction support, project scheduling, and contractor coordination • Installation and construction support • Maintenance support: »Guidance manuals »Demonstrations »Qualified contractor identification The result: an efficient design process, the right product, greater land space savings, and faster permitting. The entire Contech stormwater team welcomes the opportunity to work with you on your stormwater projects. To get started, please visit www.conteches.com/localresources or call us at 800-338-1122. Lear »ualified contractor identification The result: an efficient design process, the right product, Contec stormwater team we comes t e opportunity to To et started, lease visit www.conteches.com/loca We print our brochures entirely on Forest Stewardship Council certified paper. FSC certification ensures that the paper in our brochures contain fiber from well- managed and responsibly harvested forests that meet strict environmental and socioeconomic standards. FSC CMP Infiltration Bro 5M 2/17 NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS A WARRANTY. APPLICATIONS SUGGESTED HEREIN ARE DESCRIBED ONLY TO HELP READERS MAKE THEIR OWN EVALUATIONS AND DECISIONS, AND ARE NEITHER GUARANTEES NOR WARRANTIES OF SUITABILITY FOR ANY APPLICATION. CONTECH MAKES NO WARRANTY WHATSOEVER, EXPRESS OR IMPLIED, RELATED TO THE APPLICATIONS, MATERIALS, COATINGS, OR PRODUCTS DISCUSSED HEREIN. 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ENGINEERED SOLUTIONS Pipe Solutions Meeting project needs for durability, hydraulics, corrosion resistance, and stiffness • Corrugated Metal Pipe (CMP) • Steel Reinforced Polyethylene (SRPE) • High Density Polyethylene (HDPE) • Polyvinyl Chloride (PVC) Stormwater Solutions Helping to satisfy stormwater management requirements on land development projects • Stormwater Treatment • Detention/Infiltration • Rainwater Harvesting • Biofiltration/Bioretention Structures Solutions Providing innovative options and support for crossings, culverts, and bridges • Plate, Precast & Truss bridges • Hard Armor • Retaining Walls • Tunnel Liner Plate COMPLETE SITE SOLUTIONS Links to Stormwater Tools: To use the Land Value Calculator, visit: www.ContechES.com/lvc (Look under the Stormwater Management section to download the Land Value Calculator) To use the Design Your Own Detention System tool, visit: www.ContechES.com/dyods To use the Design Your Own Hydrodynamic Separator tool, visit: www.ContechES.com/dyohds To use the Rainwater Harvesting Runoff Reduction Calculator tool, visit: www.ContechES.com/rwh -calculator To use the LID Site Planner , visit: www.ContechES.com/LIDsiteplanner 'LJ'HHSHU Find all the information you need at www.ContechES.com, including field and laboratory test results, approvals, brochures, design guides, standard details, and specifications within the product section of our site. &RQQHFWZLWK8V We're here to make your job easier – and that includes being able to get in touch with us when you need to. Go to www.ContechES.com/ConnectWithContech. While you’re there, be sure to check out our upcoming seminar schedule or request an in-house technical presentation. 6WDUWD3URMHFW If you are ready to begin a project, contact your local representative to get started. Or you can check out our design toolbox for all our online resources at www.ContechES.com/designtoolbox. □ Site Design & Landscape Planning SD-10 Description Design Objectives 0 Maximize Infiltration 0 Provide Retention 0 Slow Runoff 0 Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey Each proj ect site possesses unique topographic, h ydrologic, and veget ative features , some of which are more suitable for development than others . Integrating and incorporating appropriate landscape p lanning methodologies into the project design is the most effective action that can be done to minimize smface and groundwater conta1nination from stormwat er. Approach Landscape planning should couple consideration ofland suitability for urban uses with consideration of community goals and proj ected growth . Project plan designs should conser ve natural a r eas to the extent possible, maximize natural water storage and infiltration opportunities, and protect s lopes and channels . Suitable Applications Approp1iate applications include res ide ntial, commercial and industrial a reas planned for development or redevelopment. Design Considerations Design requir ements for site design and l and scapes planning should conform to applicable standar ds and s pecification s of agencies with jurisdiction a nd be consistent with applicable General Plan and Local Area Plan policies. January 2003 Californ ia Stormwater BMP Handbook New Developm ent and Redevelopment www.cabm phandbooks.com C..\L[f0~'.\1/1.ITO~l\l"ATIR \I I 1 of 4 SD-10 Site Design & Landscape Planning Designing New Installations Begin the development of a plan fo r the landscape unit with atten tion to the followi n g general principles: ■ Formulate the plan on the basis of clearly a rti culated community goals. Carefully identify conflicts and choices between retaining an d protecting desired r esour ces and community growth. ■ Map and assess land suitability for urban uses. Include the following landscape features in the assessment: wooded land, open unwooded land, steep slopes, erosion-pron e soils, foundation suitability, soil suitability for waste disposal, aquifers, aquifer recharge areas, wetla nds, floodplains, surface waters, agricultur al lands, and various categories of urban land use. When approp1iate, the assessment can highlight outstanding local or regional resources that the community determines should be protected (e.g., a scenic area, recreational area , threatened species habitat, farmland, fish run). Mapping and assessment should recognize not only these resources but also additional areas needed for their sustenance. Project plan designs should conserve natural areas to the extent possible, maximize natural wate r storage and infiltration opportunities, and protect slopes and channels. Conserve Natural Areas during Landscape Planning If applicable, the following items are required and must be implemented in the site layout during the subdivision design and approval process, consistent with applicable General Plan a nd Local Area Plan policies: ■ Cluster development on least-sen sitive pmtions of a site while leaving the remaining land in a natural undishrrbed condition. ■ Limit cleruing ru1d grading of native vegetation at a site to the minimum amount needed to build lots, allow access, and provide fire protection. ■ Maximize trees and other vegetation at each site by planting additional vegetation, clustering tree areas, and promoting the use of native and/ or drought tolerant plants. ■ Promote natural vegetation by using pru·king lot islands and other landscape d areas. ■ Preserve ripruian areas and wetlands. Maximize Natural Water Storage and Infiltration Opportunities Within the Landscape Unit ■ Promote the conservation of forest cover. Building on land that is alr eady deforested affects basin h ydrology to a lesser extent than conve1ting forested land. Loss of forest cover reduces interceptio n storage, detention in the organic fo rest floor layer, a nd wat er losses by evapotranspiration, resulting in large peak runoff increases and either their negative effects or the expen se of countering them with stru ctural solutio n s. ■ Maintain nat ural storage reservoirs and drainage corridors, including depressions, areas of permeable soils, swales, and intermittent s t re ams. Develop and implement policies and 2 of 4 California Storm water BMP Handbook New Developm e nt a n d Redevelopment www.cabm pha n dbooks.com January 2003 Site Design & Landscape Planning SD-10 regul ations t o discourage the clearing, filling, and channel izat ion of these features. Ut ilize them in drainage networks in preference t o pipes, culverts, and e n gineered dit ches. ■ Evaluating infilt ration opportunities by referring to the stormwater management manual for the jurisdiction and pay particular attention t o the selection criteria for avoiding groundwater contamination, poor soils , and hydrogeological condition s that cause these facilities to fail. If necessary, locat e development s with large amounts of impervious surfaces or a potential to produce relatively contaminated runoff away from groundwater recharge areas. Protection of Slopes and Channels during Landscape Design ■ Con vey runoff safely from the tops of slopes. ■ Avoid disturbing steep or unstable slopes . ■ Avoid disturbing natural channels. ■ Stabilize disturbed slopes as quickly as possible. ■ Vegetate slopes with native or drought tolerant vegetation. ■ Control and treat flows in landscaping and/or other controls p1ior to reaching existing natural drainage systems. ■ Stabilize temporary and permanent ch annel crossings as quickly as possible, and ensure that increases in run-off velocity and frequency caused by the project do not erode the channel. ■ Install energy dissipaters, such as riprap , at the outlets of new storm drains, culverts, conduits, or channel s that enter unlined channels in accordance with applicable specification s to minimize erosion. Energy dissipaters shall be installed in such a way as to minimize impacts to receiving waters. ■ Line on-site conveyance channels where approp1iate, to reduce erosion caused by increased flow velocity due to increases in tributary impervious area. The first choice for linings should be grass or some other vegetative surface, since these materials not only reduce runoff velocities, but also provide water quality benefits from filtration and infiltration. If velocities in the channel are high enough to e rode grass or other vegetative linings, riprap, concrete, soil cement , or geo-grid stabilization are other alternatives. ■ Consider other design p1inciples tl1at are comparable and equally effecti ve. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in t erms of an10unts of additional impervious area, increases in gross floor area and/or exte1ior construction, and land disturbing activities with structural or impervious surfaces . TI1e definition of " redevelopment" must be consulted to determine whether or not tl1e requirements for new development apply to areas intended for redevelopment. If the definition applies, the s teps outlined under "designing new installations" above should be followed. January 2003 Californ ia Stormwater BMP Handbook New Development and Redevelopment www.cabmphandbooks.com 3 of 4 SD-10 Site Design & Landscape Planning Redevelopment may present significant oppo1tunity to add features which had not previously been implemented. Examples include incorporation of depressions, areas of permeable soils, a nd swales in newly redeveloped areas. While some site constraints may exist due to the status of a lready existing infrastructure, opportunities should not be missed to maximize infiltration, slow runoff, reduce impervious areas, disconnect directly conn ected impervious areas. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Stormwater Management Manual for Western Washington, Washington State Depa1tment of Ecology, August 2001. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Po1t of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. 4 of 4 California St orm water BMP Handb ook New Developm ent and Redevelopment www.cabm phandb ooks.com January 2003 Roof Runoff Controls Rain Garden Description Various roof runoff controls are av ailable to address stormwater SD-11 Design Objectives 0 Maximize Infiltration 0 Provide Retention 0 Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials 0 Contain Pollutants Collect and Convey that drains off rooftops. The objective is to reduce the total volume and rate of runoff from individual lots, and retain the pollutants on site that may be picked up from roofing materials and atmospheric deposition. Roof runoff controls consist of directing the roof runoff away from paved areas and mitigating flow to the storm drain system through one of several general approaches: cisterns or rain barrels; dry wells or infiltration trenches; pop-up emitters, and foundation planting. The first three approaches require the roof runoff to be contained in a gutter and downspout system. Foundation planting provides a vegetated strip under the drip line of the roof. Approach Design of individual lots for single-family homes as well as lots for higher density residential and commercial structures should consider site design provisions for containing and infiltrating roof runoff or directing roof runoff to vegetative swales or buffer areas . Retained water can be reused for watering gardens, lawns, and trees. Benefits to the environment include reduced demand for potable water used for inigation, improved stormwater quality, increased groundwater recharge, decreased runoff volun1e and peak flows, and decreased flooding potential. Suitable Applications Appropriate applications include residential, commercial and industiial areas planned for development or redevelopment. Design Considerations Designing New Installations Cisterns or Rain Barrels One method of addressing roof runoff is to direct roof downspouts to cisterns or rain barrels. A cistern is an abov e ground storage vessel with either a manually operated valve or a permanently open outlet. Roof runoff is temporruily stored and tl1en released for irrigation or infiltration between storms. The number of rain C..\L[f0~'.\1/1.ITO~l\l"ATIR January 2003 California Storrnwater BMP Handbook New Development and Redevelopment www.cabm ph andbook.com \I I 1 of 3 SD-11 Roof Runoff Controls barrels needed is a function of the rooftop area. Some low impact developers recommend that every house have at least 2 rain barrels, with a minimum storage capacity of 1000 liters. Roof barrels serve several purposes including mitigating the first flush from the roof which has a high volume, amount of contaminants, and thermal load. Several types of rain barrels are commercially available. Consideration must be given to selecting rain barrels that are vector proof and childproof. In addition, some barrels are designed with a bypass valve t hat filters out grit and other contaminant s and routes overflow to a soak-away pit or rain garden. If the cist ern has an operable valve, the valve can be closed t o store stormwater for irrigation or infiltration between storms. This system requires continual monitoring by the resident or grounds crews, but provides greater flexibility in water storage and metering. If a cistern is provided with an operable valve and water is stored inside for long periods, the cistern must be covered to prevent mosquitoes from breeding. A cistern system with a permanently open outlet can also provide for metering stormwater runoff. If the cistern outlet is significantly smaller than the size of the downspout inlet (say ¼ to ½ inch diameter), runoff will build up inside the cistern during storms, and will empty out slowly after peak intensities subside. This is a feasible way to mitigate the peak flow increases caused b y rooftop impervious land coverage, especially for the frequent, small storms. Dry wells and Infiltration Trenches Roof downspouts can be directed to dry wells or infiltration trenches. A dry well is constructed by excavating a hole in the ground and filling it with an open graded aggregate, and allowing the water to fill tl1e dry well and infiltrate after the storm event. An underground connection from the downspout conveys water into tl1e dry well, allowing it to be stored in the voids. To minimize sedimentation from lateral soil movement, the sides and top of tl1e stone storage matrix can be wrapped in a permeable filter fabric, though the bottom may remain open. A perforated observation pipe can be inserted vertically into the chy well to allow for inspection and maintenance. In practice, dry wells receiving runoff from single roof downspouts have been successful over long periods because they contain very little sediment. They must be sized according to the amount of rooftop runoff received, but are typically 4 to 5 feet square, and 2 to 3 feet deep, with a minimum of 1-foot soil cover over the top (maximum depth of 10 feet). To protect the foundation, chy wells must be set away from the building at least 10 feet. They must be installed in solids that accommodate infiltration. In poorly drained soils, dry wells have very limited feasibility. Infiltration trenches function in a similar manner and would be particularly effective for larger roof areas . An infiltration t rench is a long, narrow, rock-filled trench witl1 no outlet that receives st ormwater runoff. These are described under Treatment Controls. Pop-up Drainage Emitter Roof downspouts can be directed to an underground pipe that daylights some distance from the building foundation , releasing the roof runoff through a pop-up emitter. Similar to a pop-up irrigation head, the emitter only opens when there is flow from the roof. The emitter remains flush to the ground during dry periods, for ease of lawn or landscape maintenance. 2 of 3 California St orm water BMP Handbook New Developm e nt a n d Redevelopment www .ca b m ph an d book.com Janua ry 2003 Roof Runoff Controls SD-11 Foundation Planting Landscape planting can b e provided around the base to allow increased opportuniti es for storm water infiltration a nd protect the soil from erosion caused by concent r ated sheet flow coming off the roof. Foundation plantings can reduce the physical impact of water on the soil a nd provide a subsurface matrix of roots that e n courage infiltration. These plantings must be sturdy enough to toler ate the h eavy runoff sheet flows , and p e riodic soil saturation. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of a dditional imperviou s area, increases in gross floor area and/or exterior construction, and land dish1rbing activities with structural or in1pervious surfaces . The d efinition of " redevelopment" must be consulted to determine whether or not the requirements for n ew d evelopment apply to areas intended for redevelopment. If the definition applies, the st e ps outlined unde r "designing new ins t allations" above should be followed. Supplemental Information Examples ■ City of Ottawa's Water Links Surface -Water Quality Protection Program ■ City of Toronto Downspout Disconnection Program ■ City of Boston, MA, Rain Banel Demonstration Program Other Resources Hager, Marty Catherine, Stormwater, "Low -Impact D evelopment", J anuary/Febru a ry 2003. www.stormh2o .com Low Impact Urban Design Tools, Low Impact Development Design Center, Beltsville, MD. www.lid-stormwater.net Start at the Source, Bay Area Stormwater Management Agencies Assoc iatio n , 1999 Edition January 2003 California St orm wate r BMP Handbook New Developm ent and Redevelopment www.cabm ph and book.com 3 of 3 Efficient Irrigation SD-12 Design Objectives 0 Maximize Infiltration 0 Provide Retention 0 Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials Description Contain Pollutants Collect and Convey I rrigation water provided to lan dscaped a r eas may r esult in excess irrigation wat er bein g conveyed int o stormwater drain age systems. Approach Project plan designs for developmen t and r edevelopment shoul d include application methods of irrigation water that m i nimize runoff of excess in igation water into the ston nwater conveyance system . Suitable Applications Approp r iate application s include r esiden tial, commercial an d in dustrial areas plann ed for development o r redevelopment. (Detached r esidential single-family homes are typica lly exclu ded from this requirement .) Design Considerations Designing New Installations The following methods to r educe excessive inigation runoff should be considered, and incorpor ated and implemented wh ere determined appli cable and feasibl e by the P ermittee: ■ Employ r ain-trigger ed shu toff devices to prevent irrigation after p r ecipit ation. ■ Design inigation systems to each landscape area's specific wat er requ irements. ■ Include design featu ring fl.ow redu cers o r shutoff valves triggered by a pressure drop to control water loss in the event of b r oken sprinkler heads or lines. ■ I mplement landscape pl ans consistent with County or City water con servation r esolu t ions, which may include provision of wat e r sensors, progr ammable irrigation times (for sh ort cycles), etc. C..\LlfOR.'\IASTORMWATER January 2003 California Stormwater BMP Ha ndbook New Development and Redeve lopment www .cabmphandbook s .com L \( l 1 of 2 SD-12 Efficient Irrigation ■ Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system. ■ Group plants with similar water requ irements in ord er to reduce excess irrigat ion runoff and promot e surface filtration. Choose plants with low irrigation requirements (for example, n ative or drought tolerant species). Consider design features such as: Using mulches (such as wood chips or bar) in planter areas without ground cover to minimize sediment in runoff Installing appropriate plant materials for the location, in accordance with amount of sunlight and climate, and use native plant materials where possible and/ or as recommended by the landscape architect Leaving a vegetative barrier along the property boundary and interior watercourses, to act as a pollutant filter, where appropriate and feasible Choosing plants that minimize or eliminate the u se of fertilizer or pesticides to sustain growth ■ Employ other comparable, equally effective methods to reduce irrigation water runoff. Redeveloping Existing Installations Various jmisdictional sto rmwater management a nd mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, a nd land disturbing activities with structural or impervious surfaces. TI1e definition of " redevelopment" must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies, the steps outlined under "d esigning new installations" above should be followed. Other Resources A Manual for the Standard U rban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control Dis trict, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywid e Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. 2 of 2 California Sto r m wate r BMP Handbook New Developm ent and Redeve lopment www.cabm phandbooks.com Jan uary 2003 Storm Drain Signage Description SD-13 Design Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage 0 Prohibit Dumping of Improper Materials Contain Pollutants Collect and Convey Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets. Approach The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into tl1e urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal. Suitable Applications Stencils and signs ale1t the public to the destination of pollutants discharged to the storm drain. Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely. Design Considerations Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on tl1e development site map. Designing New Installations The following methods should be considered for inclusion in the project design and show on project plans: ■ Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified, within tl1e project area witl1 prohibitive language. Examples include "NO DUMPING January 2003 California Storm water BMP Handbook New Development and Redevelopment www .cabmphandbooks.com C..\L[f0~'.\1/1.ITO~l\l"ATIR \I I 1 of 2 SD-13 Storm Drain Signage -DRAINS TO OCEAN" and/or other graphical icons to discourage illegal dumping. ■ Post signs with prohibitive language and/ or graphical icons, which prohibit illegal dumping at public access points along channels and creeks within the project area. Note -Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans (SUSMP, WQMP, etc.) define "redevelopment" in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of "redevelopment", then the requirements stated under " designing new installations" above should be included in all project design plans. Additional Information Maintenance Considerations ■ Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project, the owner/operator or homeowner's association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs. Placement ■ Signage on top of curbs tends to weather and fade. ■ Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms. Supplemental Information Examples ■ Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their ouh·each program. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles County Department of Public Works, May 2002. Model Standard Urban Storm Water Mitigation Plan (SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, Februa1y 14, 2002. Model Water Quality Management Plan (WQMP) for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stonnwater Quality Control Measures, July 2002. 2 of 2 California Storm water BMP Handbook New Development and Redevelopment www.cabmphandbooks.com January 2003 Retention/Irrigation Description Retention/inigation refers to the capture of stormwater runoff in a holding pond and subsequent use of the captured volume for inigation oflandscape of natural pervious areas. This technology is very effective as a stornnvater quality practice in that, for the captured water quality volume, it provides virtually no discharge to receiving waters and high stormwater constituent removal efficiencies. This technology mimics natural undeveloped watershed conditions wherein the vast majority of the rainfall volume during smaller rainfall events is infilh·ated through the soil profile. Their main advantage over other infiltration technologies is the use of an irrigation system to spread the runoff over a larger area for infilh·ation . This allows them to be used in areas ,vith low permeability soils. Captme of stormwater can be accomplished in almost any kind of runoff storage facility, ranging from diy, concrete-lined ponds to those with vegetated basins and permanent pools. The pump and wet well should be automated with a rainfall sensor to provide irrigation only during periods when required infiltration rates can be realized. Generally, a spray inigation system is required to provide fill adequate flow rate for dish·ibuting the water quality volume (LCRA, 1998). Collection of roof runoff for subsequent use (rainwater harvesting) also qualifies as a retention/inigation practice. This technology is still in its infancy and there me no published reports on its effectiveness, cost, or operational requirements. The guidelines presented below should be considered tentative until additional data are available . California Experience This BMP has never been implemented in California, only in the Austin, Texas area. The use there is limited to watersheds where no increase in pollutant load is allowed because of the sensitive nature of the watersheds. Advantages ■ Pollutant removal effectiveness is high, accomplished plimruily by: (1) sedimentation in the primmy storage facility; (2) physical filtration of particulates through the soil profile; (3) dissolved constituents uptake in the vegetative root zone by the soil-resident microbial commm1ity. January 2003 Californ ia Stormwater BMP Handbook New Development and Redevelopment www.cabmphandbooks.com TC-12 Design Considerations ■ Soil for Infiltration ■ Area Required ■ Slope ■ Environmental Side-effects " ---= Targeted Constituents 0 Sediment ■ 0 Nutrients ■ 0 Trash ■ 0 Metals ■ 0 Bacteria ■ 0 Oil and Grease ■ 0 Organics ■ Legend (Removal Effectiveness) • Low ■ High A Medium 1 of 5 Trash Storage Areas Des cription Trash storage areas are areas where a trash receptacle (s) are located for use as a repository for solid wastes. Stonnwater rw10ff from areas where trash is stored or disposed of can be _pol luted. ln addition, loose trash and debds can be easi ly transported by water or wind into nearby stom1 drain in lets, channels , and/or creeks. Waste handling operations that may be souTces of stormwater pollution includ e.dumpsters, litter control, and waste piles. Approach This fact sheet contains details on the specific measures required to prevent or reduce pollutants in storm water runoff associated \,~th trash storage and handling. Preventative measures including enclosttres, containment struct ures, and impervious. pavements to mitigate spill s, should b e nsed to reduce th e likelihood of contamination. Suitable Applications SD-32 De si gn Objectives Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage Prohibit Dumping of Improper Ma teri als 0 Contain Pollulants Collect and Convey Appropriate applications include residential , commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes a-re typically excl ud ed from this requirement.) Design Considerations Design requirements for waste handl in g a reas are govern ed by Building and Fire Codes, and by current local age ncy ordinances and zoning requirements. Tbe design criteria described in this fact sheet are meant to enhan ce artcl be coosistent "~th these code and ordinan ce r equirements . Hazardous waste should be handled in accordance with legal require ments esta blished in Title 22, California Code of Regulation. Wastes from commercial and industrial sites are typically hauled by either pnblic or commercial carriers tha t may have design or access requirements for ,vaste s torage areas. The des ign Cl'iteria in this fact s hee t are r ee-0mmendatio11s and are not intended to be in conflict with requiremen ts establis hed b y the waste hauler . The waste hauler should be contacted prior to the design of your site trash collection areas. Conflicts or issues should he discussed ,~th the local agency .. D esignin g New In s tallations T rash s torage areas s hould be designed to oons.id er the folJowing structural or treatment contro l BMPs: ■ Des ign trash container areas so that drainage from adjoining roofs and pavemen t is diverted around the area(s) to avoid nm-on. This might include henning-or gradin g the waste handling area to preven t run -on of stormwater. ■ Mak e sure !Tash container area s are screened or walled to prevent off-site tra ns port of tras h . January W03 California Stonmva t er BMP Ha ndbook New Developm ent a n d Redevelo p ment www .cab m phandbooks.com -.. ;. -- ASQ I o f 2 SD-32 Trash Storage Areas ■ Use lined bins or dumpste rs to reduce leaking of liquid wab'te. ■ Provide roofs , awnings, or a tt ached lids on all tr&sh co ntain ers to min i mize direct precipitation and prevent rainfall from entering containers. ■ Pave trash storage areas witll an impervious surface to mitigate spills . ■ Do not loca te storm drains in immediate vi ci nity of t he n·ash storage area . ■ Pos t signs Oil all dumpsters informing users that hazard o us materials are :ao t to b e disposed of therein. R ede velop ing Existi n g Installation.,; Various juris dictional stonnwater managem e Ltt an d mitigation plans (SUS.Ml ', WQMP, etc.) define ''rede velopment" in terms of amounts of additional impervious area , increases in grnss flom· area and/ or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of u redevelopment" must be consulted to determine whether or not the requiremen ts for new d eveiopme nt apply to areas intended for redevelopment. If the defini tion applies, the steps outlined under ''designing new installati()ns" above should be followed . Addit i onal Information 111a inten a n ce Consi d erations The integrity of structural ele ments that are subject to damage (i.e., screens, covers, and s igns) mu s t be maintained b y the ovmer/operator. Mainte nan ce a greem ents between t h e local agency -and the o,m er/operator may be required. Some-agencies will require ma i nte n,m ce deed restrictions to b e record ed of the property titl e. If required by th e local agency, maintenan ce agreements or deed restrictions must be e xecuted by th e owne r/operator before improve me nt plans axe approved. Other Resources A Man ual for the Standard Urban Stormwater Mitigation Plan (SUSMP), Los Angeles Co\lllty Department of Public Works, May 2002. Model Standard Urban Storm Wate r Mitigation Plan (SOSMP) for San Diego Cou11 ty, Port of San Diego, ai1d Cities in San Diego County, February 14, 2002. Mod e l Wate r Qu ality Management Plan (WQMP) for County of Orange, Orange County F lood Control Dis trict, and the Incorporated C...'ities of Orange County, Draft February 2003. Ve ntura Countywide Technical Guidan ce Manual for Stormwater Quality C-0ntrol Measures, July 2002. l of1 Califo rnia Stom,wa ter BM P H andbook New Development a nd Redevelopm ent www .cabmphandbooks.com Ja n uary lOU :J -See CASQA Stormwater Handbook BMP Fact Sheet SD-13 for additional information. ■ (S2) Design Outdoor Hazardous Material Storage Areas to Reduce Pollutant Introduction (SD-34) -Improper storage of materials outdoors may increase the potential for toxic compounds, oil and grease, fuels, solvents, coolants, wastes, heavy metals, nutrients, suspended solids, and other pollutants to enter the MS4. Where the plan of development includes outdoor areas for storage of hazardous materials that may contribute pollutants to the MS4, the following stormwater BMPs are required: -Hazardous materials with the potential to contaminate urban runoff shall either be: (a) placed in an enclosure such as, but not limited to, a cabinet, shed, or similar structure that prevents contact with runoff or spillage to the MS4; or (b) protected by secondary containment structures (not double wall containers) such as berms, dikes, or curbs. -The storage area shall be paved and sufficiently impervious to contain leaks and spills. -The storage area shall have a roof or awning to minimize direct precipitation and exposure, and collection of stormwater within the secondary containment area. -Any stormwater retained within the containment structure must not be discharged to the street or storm drain system. -Location(s) of installations of where these preventative measures will be employed must be included on the map or plans identifying BMPs. -See CASQA Stormwater Handbook Section 3.2.6 and BMP Fact Sheet SD-34 for additional information. ■ (S3) Trash Enclosures to Reduce Pollutant (CASQA BMP Handbook SD-32) -Design trash storage areas to reduce pollutant introduction. All trash container areas shall meet the following requirements (limited exclusion: detached residential homes): -Paved with an impervious surface, designed not to allow run-on from adjoining areas, designed to divert drainage from adjoining roofs and pavements diverted around the area, screened or walled to prevent off-site transport of trash; and -Provide solid roof or awning to prevent exposure to direct precipitation. -Connection of trash area drains to the MS4 is prohibited. See CASQA Stormwater Handbook Section 3.2.9 and BMP Fact Sheet SD-32 for additional information. ■ (S4) Use Efficient Irrigation Systems and Landscape Design (CASQA BMP Handbook SD- 12) The Water Conservation in Landscaping Act of 2006, Assembly Bill 1881 (AB 1881), 98 WQMP EXHIBIT &$//%2; 3$'  3$' ))  3$'  ))  31 0% 31 30 $31 30 3 3$'  3$' ))  3$'  ))  31 0% 31 30 $31 30 3 :4 0 3  ( ; + , % , 7 3U H S D U H G  ) R U  77 0        5D \ P R Q G  -   $ O O D U G    5  &  (                          ' D W H 3K R Q H              &L Y L O  ( Q J L Q H H U L Q J    / D Q G  6 X U Y H \ L Q J    / D Q G  3 O D Q Q L Q J $/ / $ 5 '  ( 1 * , 1 ( ( 5 , 1 *      6 H Y L O O H  $ Y H Q X H )R Q W D Q D   & D O L I R U Q L D        3U H S D U H G  % \  ', 9 ( 5 6 , ) , ( '  3 $ & , ) , & & 2  0  0  8  1  ,  7  ,  (  6 0$ 3 / (   ) 2 2 7 + , / / ' L 0 ~ ~ ~ ~ ------~::::f~J "--'------~ < "" < ·---,;r _,,- ~ ~-r-'-1 I \ ~~I ~ im= + I r ---?= ---.;----==:t- ~ ~,,~ I ~~ I _ C ~j -, =-c::-· ---.,. j ~ ) ( ; I[ ,v \ J ~ I, I) ' / '.,"'-._,,,, ~ ,f -f-OOfHll:t1lOULEVARD , GRAPHIC SCALE 16G [I ''°'° 00 14 '° ----1--M (INFEET) 1INCH•~FT. BMP UST G) EDUCA T/ON OF PROPERTY OWNERS 0 ACTIVITY RESTRICTIONS 0 SPILL CONTINGENCY G) TRAINING/EDUCATION PROGRAM 0 DRIVEWAY /PARKING LOT VACUUM SWEEPING 0 CATCH BASIN INSPECTION 0 LANDSCAPE PLANNING (SD-ID) @ROOF RUNOFF CONTROLS (SD-11) ® EFFICIENT IRRIGAION (SD-12) @srnRM DRAIN SIGNAGE (SD-IJ) @ INLET TRASH RACK @ TRASH STORAGE AREAS (SD-32) @DET/INF CHAMBER SYSTEM-I (CMP-1) (CONTECH CMP 6'DIA BARRELS) TOTALMITTGATIONPROYIOffi 4-0,D95Cr OC V ACHEI\IEO ~TH PROPOSED 81,/P8: 101,: EB g } I~ i Ii L,1 " in 11 51 ~ ~ ~ ~ • ~ I ~ 1 j t 8 I ! 5'- 7 _J Rational Method Hydrology-Pre-Developed Condition 2-r Storm Event RAT I ONAL METHOD HYDROLOGY COM PUTER PROGRAM PACKAGE (Refe r ence : 1 986 SAN BERNARDINO CO . HYDROLOGY CRI TERIO N) (c ) Copy right 1983 -20 1 6 Ad vanced Enginee r ing Softwa r e (aes ) Ver . 23 .0 Rele a se Date : 07/0 1 /20 1 6 License I D 1400 Analysis pi;epai;ed by : ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS -PRE-DEVELOPED CONDITIO N * * 2 -YR STORM EVENT FI LE NAME : MAPLE .DAT TI ME/DATE OF STUDY : 1 5 :39 03/07/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL I NFORMATION: --*TIME-Qt-CONCE NTRATIO N MODEL*-­ USER SPEC IFI ED STORM EVENT (Y EAR ) = 2 .00 SPECI FI ED MINIMUM P I PE S I ZE (INCH ) = 36 .00 SPECIFI ED PERCE NT OF GRAD I ENTS (DEC I MAL ) TO USE FOR FRI CT I ON SLOPE 0 .90 *USER-DE FIN ED LOGAR I THMI C IN TER POLATI ON USED FOR RA INFALL* SLOPE OF TNTENST~Y DURATIO N CURVE (LOG (!;TN/HR) vs . LOG (Tc ;M1 N)) USER SPECIFIED 1 -HOUR I NTE NSITY (I NCH/HOUR ) = 0 .6260 0 .6000 *ANTECEDENT MO I STURE CONDI T I ON (AMC ) I ASS UMED FOR RATI ONAL METHOD* *USER -DEFIN ED STREET -SECTIONS FOR COUPLED P I PEF LOW AND STREET FLOW HALF-CROWN TO STREET-CROSS FALL : CURB GUTTER-GEOMETRI ES : WIDTH CROSSFALL I N-/ OUT-/PARK -HEIGHT WIDTH LIP HIKE NO . (FT ) (FT ) SIDE / SIDE/ WAY (FT ) (FT ) (FT ) (FT ) MODEL* MA NNING FACTOR (n ) 1 30 .0 20 .0 0 .018/0 .018/0 .020 0 .67 2 .00 0 .0312 0 .167 0 .0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS : 1 . Relat i ve Flow-Depth = 0 .00 F EET as (Maxi mum Al lowable Street Flo w Depth ) -(Top-of -Curb ) 2 . (Depth )*(Velocit y) Constr aint = 6 .0 (FT*FT/S ) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE .* 'USER -SPECIFIED MI NIMUM TOPOGRAPHIC SLOPE ADJUSTME NT NOT SELECTED FLOW PROCESS FROM NODE 0 .00 TO NODE 1 .00 I S CODE = 2 1 >>>>>RATIO NAL METHOD I NIT I AL S UBAREA ANALYSIS<<<<< >>USE TIME-OF-CO NCE NTRATION NOMOGRAPH FOR I NITIAL SUBAREA<< INITIAL SUBAREA FLOW-LE NGTH (FEET ) 810 .00 ELEVATIO N DATA : UPSTREAM (FEET ) = 1320 .00 DOW NSTREAM (FEET ) 1307 .00 Tc = K*[(LENGTH** 3 .00 )/(ELEVATION CHANGE ))**0 .20 S UBAREA ANAL YS I S USED MINI MUM Tc (MIN .) = 1 7 .477 * 2 YEAR RAI NFALL INTENSITY(I NCH/HR ) = 1 .3 1 2 SUBAREA Tc AND LOSS RATE DATA (AMC I ) : DEVELOPME NT TYPE/ SCS SOIL AREA Fp LA ND USE GROUP (ACRES ) (INCH/HR ) NATURAL POOR COVER "BARREN" A 8 .20 0 .67 S UBAREA AVERAGE PERVIOUS LOSS RATE , Fp (IN CH/HR ) = S UBAREA AVERAGE PERVI OUS AREA FRACTION, Ap = 1 .00 0 Ap SCS (DECIMAL ) CN 1 .000 0 .67 61 Tc (MIN .) 17 .48 68%$5($5812)) &)6   727$/$5($ $&5(6  3($.)/2:5$7( &)6    (1'2)678'<6800$5< 727$/$5($ $&5(6  7& 0,1   ())(&7,9($5($ $&5(6  $5($$9(5$*(')P ,1&++5  $5($$9(5$*(')S ,1&++5  $5($$9(5$*('$S  3($.)/2:5$7( &)6     (1'2)5$7,21$/0(7+2'$1$/<6,6 Ratio nal Method Hyd rology-Developed Condition 2 -r Storm Event RAT I ONAL METHOD HYDROLOGY COM PUTER PROGRAM PACKAGE (Refe r ence : 1 986 SAN BERNARDINO CO . HYDROLOGY CRI TERIO N) (c ) Copy right 1983 -20 1 6 Ad vanced Enginee r ing Softwa r e (aes ) Ver . 23 .0 Rele a se Date : 07/0 1 /20 1 6 License I D 1400 Analysis pi;epai;ed by : ************************** DESCRIPTION OF STUDY************************** * DIVERSIFIED -MAPLE AVE * * HYDROLOGY ANALYSIS -DEVELOPED CO NDITIO N * * 2 -YR STORM EVENT .. ************************************************************************** FI LE NAME : MAPLE .DAT TI ME/DATE OF STUDY : 1 5 :29 03/07/2024 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: --*TIME-Qt-CONCE NTRATIO N MODEL*-­ USER SPEC IFI ED STORM EVENT (Y EAR ) = 2 .00 SPECI FI ED MINIMUM P I PE S I ZE (INCH ) = 36 .00 SPECI F IED PERCE NT OF GRAD I ENTS (DEC I MAL ) TO USE FOR FRI CT I ON SLOPE 0 .90 *USER-DE FIN ED LOGAR I THMI C IN TER POLATI ON USED FOR RA INFALL* SLOPE OF I NTENSITY DURATIO N CURVE (LOG (!;TN/HR) vs . LOG (Tc ;M1 N)) USER SPECitIED 1 -HOUR I NTE NSITY (I NCH/HOUR ) = 0 .6260 0 .6000 *ANTECEDENT MO I STURE CONDI T I ON (AMC ) II ASS UMED FOR RAT I ONAL METHOD* *USER -DEFIN ED STREET-SECTIONS FOR COUPLED P I PEF LOW AND STREET FLOW HALF-CROWN TO STREET-CROSS FALL : CURB GUTTER-GEOMETRI ES : WIDTH CROSSFALL I N-/ OUT-/PARK -HEIGHT WIDTH LIP HIKE NO . (FT ) (FT ) SIDE / SIDE/ WAY (FT ) (FT ) (FT ) (FT ) MODEL* MA NNING FACTOR (n ) 1 30 .0 20 .0 0 .018/0 .018/0 .020 0 .67 2 .00 0 .0313 0 .167 0 .0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS : 1 . Relat i ve Flow-Depth = 0 .00 F EET as (Max imum Al lowable Street Flo w Depth ) -(Top-of -Curb ) 2 . (Depth )*(Velocit y) Constraint = 6 .0 (FT*FT/S ) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE .* 'USER -SPECIFIED MI NIMUM TOPOGRAPHIC SLOPE ADJUSTME NT NOT SELECTED FLOW PROCESS FROM NODE 0 .00 TO NODE 1 .00 I S CODE = 2 1 >>>>>RATIO NAL METHOD I NIT I AL S UBAREA ANALYSIS<<<<< >>USE TIME-OF-CO NCE NTRATION NOMOGRAPH FOR I NITIAL SUBAREA<< INITIAL SUBAREA FLOW-LE NGTH (FEET ) 730 .00 ELEVATIO N DATA : UPSTREAM (FEET ) = 1320 .00 DOW NSTREAM (FEET ) 1307 .30 Tc = K*[(LENGTH** 3 .00 )/(ELEVATION CHANGE ))**0 .20 S UBAREA ANAL YS I S USED MINI MUM Tc (MIN .) = 9 .552 * 2 YEAR RAI NFALL INTENSITY(I NCH/HR ) = 1 .885 SUBAREA Tc AND LOSS RATE OATA (AMC II ): DEVELOPME NT TYPE/ SCS SOIL AREA Fp LA ND USE GROUP (ACRES ) (INCH/HR ) COMMERCIAL A 4 . 70 0 . 98 Ap (DECIMAL ) 0 .100 S UBAREA AVERAGE PERVIOUS LOSS RATE , Fp (I NCR/HR ) = 0 .97 S UBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0 .100 S UBAREA RU NOFF(C FS ) = 7 .56 scs CN 32 Tc (MIN .) 9 .55 727$/$5($ $&5(6  3($.)/2:5$7( &)6    )/2:352&(66)52012'(7212'(,6&2'(   !!!!!$'',7,212)68%$5($720$,1/,1(3($.)/2:  0$,1/,1(7F 0,1    <($55$,1)$//,17(16,7< ,1&++5   68%$5($/2665$7('$7$ $0&,,  '(9(/230(177<3(6&662,/$5($)S$S6&6 /$1'86(*5283 $&5(6  ,1&++5  '(&,0$/ &1 &200(5&,$/$ 68%$5($$9(5$*(3(59,286/2665$7()S ,1&++5   68%$5($$9(5$*(3(59,286$5($)5$&7,21$S  68%$5($$5($ $&5(6  68%$5($5812)) &)6   ())(&7,9($5($ $&5(6  $5($$9(5$*(')P ,1&++5   $5($$9(5$*(')S ,1&++5  $5($$9(5$*('$S  727$/$5($ $&5(6  3($.)/2:5$7( &)6    )/2:352&(66)52012'(7212'(,6&2'(   !!!!!&20387(3,3()/2:75$9(/7,0(7+5868%$5($ !!!!!86,1*&20387(5(67,0$7('3,3(6,=( 12135(6685()/2:   (/(9$7,21'$7$83675($0 )((7  '2:1675($0 )((7   )/2:/(1*7+ )((7  0$11,1* 61  (67,0$7('3,3(',$0(7(5 ,1&+ ,1&5($6('72 '(37+2))/2:,1,1&+3,3(,6,1&+(6 3,3()/2:9(/2&,7< )((76(&   (67,0$7('3,3(',$0(7(5 ,1&+  180%(52)3,3(6  3,3()/2: &)6   3,3(75$9(/7,0( 0,1  7F 0,1   /21*(67)/2:3$7+)52012'(7212'( )((7  (1'2)678'<6800$5< 727$/$5($ $&5(6  7& 0,1   ())(&7,9($5($ $&5(6  $5($$9(5$*(')P ,1&++5  $5($$9(5$*(')S ,1&++5  $5($$9(5$*('$S  3($.)/2:5$7( &)6     (1'2)5$7,21$/0(7+2'$1$/<6,6 Unit Hydrograph Analysis-Pre-Developed Condition 2-r Storm Event U n i t H y d r o g r a p h A n a l y s i s Copy right (C ) CI VILCADD/CI VI LDES I GN, 1 989 -20 1 8 , Version 9 .0 Study date 03/07/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardi no County Synthetic Un i t Hydrology Method Manual date -August 1 986 Program License Serial Numb er 6484 DIVERS IFED-MAPLE AVE OH ANAL YS I S -PRE -DEVELOPED CONDI T I ON 2 -STORM EVE NT Storm Event Year = 2 Antecedent Moisture Cond ition 1 Engli sh (in -lb) I n p ut Un i ts Used English Rai nfall Data (I nches ) I nput Values Used English Units used in output format Area ave r aged ra i nfall i ntensity i soh y etal data : Sub-Ar ea Dur at l on Isoh yetal (Ac .) (hours ) (I n ) Rainfall data for year 2 8 .20 Rainfall d ata for year 2 8 .20 Ra i nfall data fo r year 2 8 .20 1 0 .63 6 1. 69 24 3 .1 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ******** Area -averaged ma x loss rate , Fm ******** SCS cu r ve SCS cur ve No . (AMC II) NO . (AMC 1) Area (Ac .) 8 .20 Area Fract i on 1. 000 F p (Fig C6 ) Ap (I n/H r) (dee .) 78 . 0 60 . 6 0 .671 1.000 Area -averaged a d justed l oss rate Fm (In/Hr ) 0 . 67 ) Area -Averaged low loss rate fraction , Yb Area (Ac .) 8 .20 Ar ea Fra c t l. 000 SCS CN (AMC2 ) 78 .0 SCS CN (AMCl) 60 .6 s 6 .50 Area-averaged catchment yield fraction , Y 0 .129 Area -averaged low loss fraction , Yb = 0 .871 P er vious Yi eld Fr 0 .1 29 Fm ( I n/Hr ) 0 .67 1 Direct entry of lag time b y user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Wate r shed area = 8 .20 (A c .) Catchment Lag t i me = 0 .233 hou r s 8QLWLQWHUYDO PLQXWHV 8QLWLQWHUYDOSHUFHQWDJHRIODJWLPH  +\GURJUDSKEDVHIORZ  &)6 $YHUDJHPD[LPXPZDWHUVKHGORVVUDWH )P   ,Q+U $YHUDJHORZORVVUDWHIUDFWLRQ <E   GHFLPDO 9$//(<81'(9(/23('6*UDSK6HOHFWHG &RPSXWHGSHDNPLQXWHUDLQIDOO  ,Q &RPSXWHGSHDNPLQXWHUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q &RPSXWHGSHDNKRXUUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q 5DLQIDOOGHSWKDUHDUHGXFWLRQIDFWRUV 8VLQJDWRWDODUHDRI $F  5HIILJ( PLQXWHIDFWRU $GMXVWHGUDLQIDOO  ,Q PLQXWHIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q  8QLW+\GURJUDSK  ,QWHUYDO 6 *UDSK8QLW+\GURJUDSK 1XPEHU0HDQYDOXHV &)6  .  &)6                         3HDN8QLW$GMXVWHGPDVVUDLQIDOO8QLWUDLQIDOO 1XPEHU ,Q  ,Q                                                                                                                                                                                                                                                                                                  8QLW8QLW8QLW(IIHFWLYH 3HULRG5DLQIDOO6RLO/RVV5DLQIDOO QXPEHU  ,Q  ,Q  ,Q                                                                                                                                                                                                                                                                                                    7RWDOVRLOUDLQORVV  ,Q 7RWDOHIIHFWLYHUDLQIDOO  ,Q 3HDNIORZUDWHLQIORRGK\GURJUDSK  &)6   +28567250 5XQRII+\GURJUDSK  +\GURJUDSKLQ0LQXWHLQWHUYDOV &)6  7LPH KP 9ROXPH$F)W4 &)6   4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49___ 49___ 49___ 49___ 49___ 49___ 49___ 49___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ 4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ __49___ __4_9__ __4_9__ _4__9__ _4__9__ _4__9__ _4__9_ _4__9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9  Unit Hydrograph Analysis-Developed Condition 2-r Storm Event U n i t H y d r o g r a p h A n a l y s i s Copy right (C ) CI VILCADD/CI VI LDES I GN, 1 989 -20 1 8 , Version 9 .0 Study date 03/07/24 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ San Bernardi no County Synthetic Un i t Hydrology Method Manual date -August 1 986 Program License Serial Numb er 6484 DIVERS IFED-MAPLE AVE OH ANAL YS I S -DEVELOPED CONDI T I ON 2 -YR STORM EVENT Storm Event Year= 2 Antecedent Moisture Condition 2 English (i n -lb ) I n p ut Un i ts Used Eng l ish Rai nfal l Data (I nches ) I nput Values Used English Units used in output format Ar ea ave r aged r a i nfall i ntens i ty isohyeta l data : Sub -Area Dur ation I sohyeta l (Ac .) (hours ) (In ) Rainfall data for yea r 2 8 .20 Ra i nfa l l d ata for year 2 8 .20 Rainfall data fo r yea r 2 8 .20 l 0 .63 6 1. 69 24 3 .1 4 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ••~*••~* Area -average d max loss rate , Fm•~*••~*• SCS cu r ve SCS cu r ve No . (AMC II) NO . (AMC 2 ) Ar ea (Ac .) 8 .20 Area F ract i on 1 .000 F p (Fig C6 ) Ap (I n/H r) (dee .) 32 .0 32 .0 0 .978 0 .100 Area -averaged adjusted loss rate Fm ( In/Hr ) 0 .098 Ar ea -Averaged l o w l oss rate f r act i on , Yb Ar ea (Ac .) 0 .82 7 .38 Ar ea Fract 0 .100 0 .900 SCS CN (AMC2 ) 32 .0 98 .0 SCS CN (AMC2 ) 32 .0 98 .0 s 15 .70 0 .20 Area-averaged catchment yield fraction , Y 0 .833 Ar ea -averaged l o w loss f r act i on , Yb = 0 .1 67 Per vious Yiel d Fr 0 .000 0 .926 Fm (I n/Hr ) 0 .098 Direct ent r y of l ag t i me by user ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ :DWHUVKHGDUHD  $F &DWFKPHQW/DJWLPH KRXUV 8QLWLQWHUYDO PLQXWHV 8QLWLQWHUYDOSHUFHQWDJHRIODJWLPH  +\GURJUDSKEDVHIORZ  &)6 $YHUDJHPD[LPXPZDWHUVKHGORVVUDWH )P   ,Q+U $YHUDJHORZORVVUDWHIUDFWLRQ <E   GHFLPDO 9$//(<'(9(/23('6*UDSK6HOHFWHG &RPSXWHGSHDNPLQXWHUDLQIDOO  ,Q &RPSXWHGSHDNPLQXWHUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q &RPSXWHGSHDNKRXUUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q 6SHFLILHGSHDNKRXUUDLQIDOO  ,Q 5DLQIDOOGHSWKDUHDUHGXFWLRQIDFWRUV 8VLQJDWRWDODUHDRI $F  5HIILJ( PLQXWHIDFWRU $GMXVWHGUDLQIDOO  ,Q PLQXWHIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q KRXUIDFWRU $GMXVWHGUDLQIDOO  ,Q  8QLW+\GURJUDSK  ,QWHUYDO 6 *UDSK8QLW+\GURJUDSK 1XPEHU0HDQYDOXHV &)6  .  &)6        3HDN8QLW$GMXVWHGPDVVUDLQIDOO8QLWUDLQIDOO 1XPEHU ,Q  ,Q                                                                                                                                                                                                                                                                                                  8QLW8QLW8QLW(IIHFWLYH 3HULRG5DLQIDOO6RLO/RVV5DLQIDOO QXPEHU  ,Q  ,Q  ,Q                                                                                                                                                                                                                                                                                                    7RWDOVRLOUDLQORVV  ,Q 7RWDOHIIHFWLYHUDLQIDOO  ,Q 3HDNIORZUDWHLQIORRGK\GURJUDSK  &)6   +28567250 5XQRII+\GURJUDSK  +\GURJUDSKLQ0LQXWHLQWHUYDOV &)6  7LPH KP 9ROXPH$F)W4 &)6   4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 4____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ 49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49____ _49___ _49___ _49___ _49___ _49___ _49___ _49___ _49___ _49___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9___ _4_9__ _4_9__ _4_9__ _4__9__ _4__9__ _4__9__ _4__9__ _4__9__ _4__9__ _4__9__ __4_9__ ___49__ ___49__ __4_9__ _4__9__ _4__9__ _4__9__ _4__9_ _4__9_ _4__9_ _4__9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ _4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_ 4___9_  1 I -TI1:Cl)1 1f i ,-,rr--,,."raa 0 1 ,l o·~-,K~··. i j ~ I =i--~_1.:~10 11 l =~J ' r r--__r::=--i""'--~-='--l ~jw !,l -=c-I _ 11 1• O ,dJ I ~ 0 I I :3 ,c3 ~ \~o;,~-01 •~•~! ,s, o:i; 1 I: ____________ _J g,!~ L _____ -~:~-~--~__j •~!"',1 ~-2.-3 -L~_i:;-:=r_J B!0 ' l _c, ____ J ---~ .~1 1 I 210FREEWAY ~ F-r +-----------_J -----------------<t-J_ L I i :~:~l ;l_Ha -l -l w ::> z w ~ t; ::> (.) g I l 1 T I IIJJ_UJ t llll L.lJ •,·l I ~========"'33,,,,====-=====::(Jll=="""='=~ I .. 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ACCORO\NG TO THE MAP Of THE LANDS BELONGING TO SEMI-TRO'IC LAND AND WATER COMPANY.INlHECOUNTYOfSANBERNAROINO,STATEOf CAUFORNIAASPERPLATTHEREOfRECOROEDINBOOKll Of MAPS, PAGE 12, RECOROS ()f SAID COUNTY ASSESSOR'S PARCEL NO: 024.1-142-01, 02, 03, 04, 05 ac 06 DEVELOPER/ OWNER: DIVERSIFlED PAClflC llE'IEUlf>MENTGROU' 10621 CMC CENTER DRIVE RANCl10CUCAMONGA.CA91730 PH:(909)451-1150 RAW EARTHWORK: CIJT:44,931CY Flll.:47.7YJCY BENCHMARK: BENCHWARKfE4 ELE'IATION:1345.43(FEET) OESCRIBEDAS:BENCHWARKOISKSETINARETAINING WALL OR CONCRETE L£0GE (HEAOWAU.) STAMPED "WF 4 1986"0.3Mll£'1,£STFROMTHEINTERSECTIONOf CHERRYAW.ANDI/ICTORIAST21fEETNORTHOf I/ICTORIASTAT lHECENTIRANDONTOPOfA CONCRETE HEADWALL. A 1-3/8 INCH BRASS OISK. BASIS OF BEARINGS: M:BEARINGSANDDISTANCESAREBASEDONlllE CALFORNL',COORDINATES'ISIEMOf 198l(CCS8J)ZONE'I, REIATI'IETOM: NORTH AMERICAN DATUM Of 1983 (2017.50 EPOCH)ANDWEREOETIRMINED l!rSTATIC GPSTIES TO TWO CONTINUOUSGPSSTATIONS(CGPS)REFERREDTOIS"P575" ANO "1>612" BEARING BE1WEEN BOTH STATIONS BDNG NORTH 81'49'46"WESTBASEDONPOSIOONSPUBUSHEDINTHE CAI.JfORNIASPATIALREFtREHCECENTER.ALLOISTANCESARE GROUND, UNLESS OlllERWISE NOTED. TO OBTAIN GRIO, MULTIPI.YGROUNDOISTANCEl!rAOOMBINEDFACTORor 0.9999158411 SITE STATISTICS: GROSS: _____ _ NET:-------8.13ACRES TOTAL OISTURBED Af1£k ___ 8.4J ACRES LEGEND TC TOP or CURB ELEVATION FS FlNISHEDSURFACE ELE'IATION FG FlNISHEDGRADEELE'IATION INV. PIPEINVERTEli'IATION 21 LOT NUMBER PAD•1l21.0 PAOEli'IATION JOINTOEXIST1NGS£WER ±(1:l03.8)RIM t(12B8.3) INV EXmG t EX~r • ~ED PRO,¼ rr t EX~NG 1r t EX~NG v LP = = :::.::: g ~ ~ ~ ~ ~ ~ C..'" :sr ~; igj; m ~ ~~i ffi E ~~~ ~pi @ I l!l i! f@ ~; ~- ffi ~ h .i :~ f!1~i [:Z !.!iH. i J:~ r·'Ui..; i:c: ... ;;l :h 1 ~ 5 :: ! .i i§! 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FOOTHILL BOULEVARD ~ED AC MAPLE AVENUE BARBEE STREET $➔-* ADA UNIT SHEET NO. % : ~~Av ~spF ~~ ~ = :::OCATION PAM23-0073 1 or 3 i ~ ... .. f i "le' I ! ~ ~ ~ t ~ WILLIAMS ROAD DUMOND DRI VE .J I : l M.8.5 95 I ) 1, l MM37/4 J :\1 ,: ol --'-, ---.., : , r _L...., , I 'JJ/ I 'dd'llud:( 7/rlJ If--l 1 ~I • I~ ES ~~' ''\1 1 !ti'. ! r! ' Al PN 024 ~7MJ1 r: 1 -: , 1_~1 .,,.:-APN 0243-1 7 -01 . I. ( ! !'I A □~, I Bet 'i'f" ., I r --fr 1 1 I ----·:--:r .v:1L-,, i ~-~--__:g·1=::r::.::::;-0~~-:~=-~~-=:-~~;::::;::-~;_,_~~ ~:-~·::-··-_ ·:--··:;_~_;:_~--::~~~~---=;~--1 j' I [ , , " 10 --~J ~=3 =--T~---~-=;:;,,~=-eAABEEST~~-p~,--;:-;-;;;=-=-=·~~---~--~ :::~... 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