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17-103367CITY o� CITY HALL �� � Way 33325 8th Avenue South Fede1 a I Federal Way, WA 9)003-6325 RECEIVED i V E® (253 835-7000 www.0yoffederalway. com AUG 207 Jim Ferrell, Mayor August 1, 2017 filly OF F EDi R apM bfT COMM1,N1 N Leve13 Communications Email: Krishna.m itchel I @ level3.com Krishna Mitchell 1000 Denny Way, Suite 400 Seattle, WA 98109 RE: File #17-103367-00-AD; CRITICAL AREAS PARTIAL EXEMPTION DETERMINATION Kitts Corner, 1201 S 3361h St, Federal Way Dear Mr. Mitchell; On July 7, 2017, the City of Federal Way received the Request for a Critical Areas Partial Exemption to allow the directional drilling of three conduits within a wetland buffer adjacent to Kitts Corner Apartments. Per Federal Way Revised Code (FWRC) 19.145.120: 19.145.120, "Partial Exemptions" "The following activities are partial exemptions to the provisions of this chapter and require written approval from the director. "(l) Essential public facilities, public utilities and other public improvements. The director may permit the placement of an essential public facility, public utility or other public improvements in a critical area if no practical alternative with less impact on the critical area(s) exists. The specific location and extent of the intrusion into the critical area must constitute the minimum necessary encroachment to meet the requirements of the public facility or utility and not pose an unreasonable threat to the health, safety, or welfare on or off the subject property. The intrusion shall attempt to protect and mitigate impacts to the critical area fimction and values. The "public utility and other public improvements" shall not include improvements whose primary purpose is to benefit a private development, including without limitation interior roads or privately owned detention facilities installed within or during the construction of a residential subdivision, binding site plan, or other commercial development. The director may require supporting documentation to demonstrate compliance with partial exemptions...." The applicant, Level3 Communications, proposes the installation of fiber optic cable to serve multiple customers in Federal Way. The project area begins on Pacific llwy S, where three (3) 1.25" conduits will be installed under the existing sidewalk. The conduit will extend west on S 336'h St. to 9"' Ave. S. The line will terminate on 8"' Ave. S. All work will take place within the existing right-of-way. The planned conduit installation on S 336°i St. encroaches upon a 100 ft. wetland buffer on parcel #202104-9070, developed as the Kitts Corner Apartments. The impacted area is limited to the buffer; the Category 11 wetlands themselves are outside of the project area. The conduit will permanently occupy a four -inch -wide path under the sidewalk. Also, a vault with a footprint totaling six sq. ft. will be installed under the sidewalk. No vegetation will be disturbed. Mr. Mitchell August 1, 2017 Page 2 The city reviewed the request and supporting documentation in conjunction with applicable sections of FWRC 19.145, and finds that the placement of fiber optic cable in the critical areas qualifies for a partial exemption as no practical alternative with less impact on the critical areas exists. The specific locations and extent of the intrusions into the critical areas constitutes the minimum necessary encroachment to meet the requirements of the applicant and not pose an unreasonable threat to the health, safety, or welfare on or off the subject property. The intrusions pose minimal impacts to the critical area's function and values. The project does not include improvements whose primary purpose is to benefit a private development. Supporting documentation was submitted to demonstrate compliance with the partial exemption. in accordance with FWRC 19.145.120.1, the partial exemption request is approved. Please be aware, a right-of-way permit from the City will be required prior to issuance of any building permits. Also, the City Public Works Department suggests the design engineer review the as -built drawings for S 336"' St., as the City has several stormwater structures within the sidewalk area. Should you have any questions about this letter contact Senior Planner Dave Van De Weghe at 253-835- 263 8, or (lavid.vandewet ltecktityol ib(lera kyay-_com . Sincerely, Brian Davis Community Development Director c: David Van De Weghe, Senior Planner Cole Elliott, Development Services Manager 17-103367-00-AD Doc I D 76281 0 CITY OF k Federal Way RECEIVED JUL o7 2017 CITY OF FEDERAL WAY COMMUNITY DEVELOPMENT REQUEST FOR ADMINISTRATIVE DECISION COMMUNITY DEVELOPMENT DEPARTMENT 33325 81h Avenue South Federal Way, WA 9800 253-835-2607;Fax 253-835-2609 www.cityoffederalwgy.com FILE NUMBER 1 - ! _ �✓ to f Date 17 3 /--� Applicant NAME PRIMARY PHONE Krishna Mitchell 303.378.2759 BUSINESS/ORGANIZATION ALTERNATE PHONE Leve13 Communications 720.387.3342 MAILING ADDRESS E-MUL 1000 Denny Way, Ste 400 Krishna. Mitchell@leve13.com CITY STATE ZIP FAX Seattle WA 98109 Property Add ress/Location 1201 South 336th Street - south side of South 336th Street, west of 13th Place South. Description of Request Leve13 Communications requests a r R� to directional drill/bore (3)-1.25" conduits within the buffer zone of a wetlands critical area. The proposed bore line lies completely within the R/W (right-of-way) beneath the sidewalk on the south side of South 336th Street and is located 7' north of the critical wetlands area. List/Describe Attachments 1: Level3_N321354 (LVL3 WA-8802-5976)_Federal Way_Design Overview with Critical Areas.pdf 22 Level3 N321354 (LVL3 WA-8802-5976) Federal Way Permit Drawing _06152017.pdf For Staff Use ❑ Code Interpretation/Clarification - No Fee ❑ Critical Areas Letter/Analysis/Peer Review - No Fee (Actual Cost if Applicable) ❑ Request for Extension (Land Use/Plat Approval) - Check Current Fee Schedule ❑ Revisions to Approved Permit - Check Current Fee Schedule ❑ Tree Removal . No Fee ❑ Zoning Compliance Letter - Check Current Fee Schedule Bulletin #079 — January 4, 2016 Page 1 of 1 k:UIandouts\Request for Administrative Decision Mitchell, Krishna From: Leila Willoughby -Oakes <Leila.Willoughby-Oakes@cityoffederalway.com> Sent: Wednesday, June 14, 2017 2:41 PM To: Jeff Mettert Cc: Hurd, Todd; Mitchell, Krishna; Glen Williams Subject: RE: Leve13 Project #N321354 (LVL3 WA-8802-5976) to serve address 33405 8th Ave. South -Federal Way Jeff, Will the work occur entirely in the right of way, second are the areas already improved? You'll have to show the critical areas on the maps within close vicinity of the linear utility proposed. i.e." (f) Provide the following for each wetland identified on and/or within 225 feet of the subject property. Acreage estimates, classifications, and ratings shall be based on entire wetland complexes, not only the portion present on the subject property." If there are area that you will disturb with a critical area or critical area buffer a critical review and review of the report by staff or the city's on -call would be required. With thanks, Leila L. Willoughby -Oakes Associate Planner .•._ _ do , Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.citvoffederalway.com From: Jeff Mettert [mailto:]efP Mettert@kbmail.net] Sent: Wednesday, June 14, 2017 2:17 PM To: Leila Willoughby -Oakes Cc: Todd Hurd <todd.hurd@level3.com>; Mitchell, Krishna; Glen Williams Subject: RE: Leve13 Project #N321354 (LVL3 WA-8802-5976) to serve address 33405 8th Ave. South -Federal Way Leila, No worries. Is the attached PDF what you are looking for when you ask for "pictures of the site threaded together"? Please CC all with any correspondence. Please call or email me with any questions of concerns. Thank you, Jeff Mettert K & B Technical Solutions (503)650-6041x202 Jeff Mettert@kbmail.net From: Leila Willoughby -Oakes [mailto:Leila.Willou hb -Oakes cit offederalwa .com] Sent: Wednesday, June 14, 2017 2:02 PM To: Jeff Mettert <Jeff Mettert kbmail.net> Cc: Todd Hurd <todd.hurd level3.com> <todd.hurd@level3.com>; Mitchell, Krishna <Krishna.Mitchelllevel3.com>; Glen Williams <Glen Williams@kbmail.net> Subject: RE: Leve13 Project #N321354 (LVL3 WA-8802-5976) to serve address 33405 8th Ave. South —Federal Way Hi Jeff, Apologies for the late reply. I was out last week on training. Can you provide pictures of the site threaded together for the proposed fiber-optic alignment? With thanks, Leila L. Willoughby -Oakes Associate Planner Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.cttyoffederalway.com From: Jeff Mettert [mailto:Jeff Mettert@kbmail.net] Sent: Monday, June 05, 2017 9:54 AM To: Leila Willoughby -Oakes Cc: Todd Hurd <todd.hurd@level3.com>; Mitchell, Krishna; Glen Williams Subject: Level3 Project #N321354 (LVL3 WA-8802-5976) to serve address 33405 8th Ave. South —Federal Way Leila, Thank you for returning my phone call. Per our conversation, attached are PDF files of: 1. Our preliminary design 2. Our proposed route marked -up on the City of Federal Way's Critical Areas Map Please let me know if there is anything else you require. Please CC all with any correspondence. Thank you, Jeff Mettert K & B Technical Solutions (503) 650-6041x202 Jeff Mettert@kbmail.net From: Leila Willoughby -Oakes [mailto:Leila.Willoughby-Oakes@cityoffederalway.comj Sent: Monday, June 05, 2017 9:42 AM To: Jeff Mettert <Jeff Mettert@kbmail.net> Subject: L. Willoughby -Oakes Associate Planner err. l. � Fe4leraI Way 33325 8th Avenue South Federal Way, WA 98003-6325 Phone:253/835-2644 Fax: 253/835-2609 www.citvoffedera lway.corn Land Use Forms: htt:/Iwww.cityoffederalwaycom/index.aspx?nid=481 For general planning inquiries please call. 253-835-2655. The on -call planner will assist you. ft RE�EI VED JUL 0 7 2017 CiT`Y OF FEDERAL WAY COMMUNITY DEVELOPMENT t1 ",� r7 j Y lIIjj1I11 F -S4ya;7ilal�� �^ - f`QIEF1� s-'27114fs; [ ■-1� ! I St 4atir: 1 G �. as :: "►w + t i S`�28tn ��s �r�` ��4 ;� � ;�'�'r ys .C�ai�nral�� d1W wr a rr 329LR-S!a I I , Y a i' err• �r y `3-24in•5t cn m rtw fi� ■ s � 51 e` s: �r s I.T. $ �� f1 I r SVNV %S tot z top -J7 336`h $ram low � A s43i?rh •5 1 0 N IfF a K 0�,.-1 , 2,16C3ocg;ca G_oogle Earth i t� 5yy} I J - 3 S Ii�arery Date: 0127 2Ulb 47=1Y59.42" R 122°1359._5' V-,' eie�-M Y eye a4 10823 h 33601 MATCH TO SHEET 2 3, cc' -- 37 tv - 3d.'0' S.96'� — 3 nu BORE 419' (N/NW) AT A MIN. Ir REMOVE/REPLACE (1)-5'x8' OF 15' BELOW GRADE AND (40 SO. FT.) SIDEWALK PANEL. ` PLACE (3)-1.25" CONDUITS. 129' _ 1 T ' BORE 129(W) AT A MIN. 1 l x 1 OF 15 BELOW GRADE AND - PLACE (3)-1.25" CONDUITS. iak t POiVER - x I � ILL E ; 37.OQ' a 1 4­ J, 62.00 1 i I • BORE 126' (N) AT A MIN OF 15' BELOW 37 4-" GRADE AND PLACE (3)-1.25" CONDUITS. TRENCH 3' (W) AT A MIN. OF 15' BELOW LED 6 on, P; S GRADE AND PLACE (3)-1.25" CONDUITS. RE /tea (i)-5'x8' PLACE NEW 233 LEVEL3 VAULT ;— O,; I' Feo�.l P; v! �— 12.86' "P,O.,a MC INAR.j (40SO.Ff.) SIDEWALKPANEL VT O7 AT PROPOSED LOCATION. - — I.OP' ul (TYP.) arm r T VI-02 LEVELS ! T I 1 L_. J ! TRENCH 8' (N) AT A IMN. OF _ 3M 3' BELOW GRADE AND PLACE PLACE (3)-1.25" CONDUITS. 1 ___. Eh LARGID PLAN - ZAYO VAULT �7 )1 0 5' 10' 1J SCAIF: 1"=10' E, Kn ~g' I be I0w. C211 oelorc you dig. 0 10' 70• 30' SCALE: V-30' CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO UKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL — • — TRENCH NAME PROPOSED LVL3 VAULT 0 TYPElER NAME EYSTING VAULT 0 OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE ^ - - EDGE OF PAVEMENT - FACE OF CURB _ SIDEWALK 3 • - STORM DRAIN - STORM MANHOLE u" STORM CATCH BASIN STREET LIGHT/SIGNAL —•,w STREET LIGHT/SIGNAL HANDHOLE B STREET LIGHT POLE SAN. SEWER SAN. SEWER MANHOLE WATER WATER MANHOLE u" TELCO TELCO MANHOLE u" TELCO PEDESTAL In CAN CAN PEDESTAL 5 STEAM —5- ELECTRIC POWER VAULT/PED UNKNOWN UTILITY QU AS -BUILT RI=V1510H r 1 ORIGINAL LEVEL 3 ENGISEERZ KrI9hrt MI(c-hc0-303.3782759 ENGINEEii—m FIRM: ma T*chrIT"l wuu om LOCATION: 33405 ETH AVE. SOUTH I FEDERAL WAY, WA 98003 SHEEP: 2 OF 14 J3601 I �l. � f F w I� a 0 00' P/S --- 8 00, S/'N ?,ja' FROM R"W (VaR 1 r. 6 OF, PROM FCC (i)P j -00 FROr,.4 S/W !TiP,) —�� .I MATCH TO SHEET 3 . I I w 1 - •! x I ' r 7 D r: 1 a 09' 58 47' " I Ln I CONTINUE TO BORE 419' (N/NW) I • AT A MIN. OF 15' BELOW GRADE AND PLACE (3)-1.25" CONDUITS. f k J r 1 • I E~I J MATCH TO SHEET 1 33616 ffin qkp KA wWi-I)CLOW. Ca@ ha[aaym dq. CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL • • • • • • ^ TRENCH---------"' NAIVE PROPOSED LVL3 VAULT nV TYPEOWNE R NAME EXSTING VAULT ❑V OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT - - - PROPERTY LINE - EDGE OF PAVEMENT FACE OF CURB ° SIDEWALK ° STORM DRAIN STORM MANHOLE STORM CATCH BASIN STREET LIGHT/SIGNAL STREET LIGHT/SIGNAL HANDHOLE H STREET LIGHT POLE A SAN. SLIVER SEW SAN. SEWER MANHOLE uH WATER WATER MANHOLE uH TELCO TELCO MANHOLE I+" TELCO PEDESTAL TD CAN CAN PEDESTAL STEAM — ELECTRIC — POWER VAULT/PED n UNKNOWN UTILITY Q AS -BUILT I(YISMN j 1 ORIGINAL • coil no11 LEVEL 3 ENGINEER: KAxhru MlrchMl-303-3782754 ENGINEERAJG FIRM: K68 Twhrdcal Salak ra PROJECT NUMBER: N321a54 [01-3-WA-8 02.597M LOCATION: 83405 8TH AVE. SOUTH FEDERAL WAY, WA 98003 SHEET: 3 OF 14 W w U) 0 F- 2 0 Q r �1 ------ --- - -- - - - - -- VI _ REMOVE/REPLACE (1)-6'x8' x . . (48 SQ. FT) SIDEWALK PANFI L e - _' 1 S0. 336TH ST. - �.. . _ _ - w u•r o TRENCH 24' (NW) AND 18' (W) AT A MIN. OF 3' BELOW GRADE AND - - - - - ^ - ■ { PLACE (3)-1.25° CONDUITS. -ai-� 18, VT-03 ` 3048 TRENCH 4' (N) AND BORE 867' (W) LEVEL3 I AT A MIN. OF 15' BELOW GRADE F` - AND PLACE (3)-1.25° CONDUITS. 1 I PLACE NEW 3046 LEVEL3 VAULT j ti Vf-03 AT PROPOSED LOCATION. I- rI -- I-'!°='r� 1 F� ,L k i� SO. 336TH ST. ocn ' � 11 r R } I xw-� CONTINUE TO BORE 419' (N/NW) l AT A MIN. OF 15' BELOW GRADE AND PLACE (3)-1.25° CONDUITS. 'X j MATCH TO SHEET 2 CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. fT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL TRENCH NAME PROPOSED LVL3 VAULT TYE OWPNER NAME EXSTING VAULT OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE EDGE OF PAVEMENT FACE OF CURB SIDEWALK STORM DRAIN STORM MANHOLE B STORM CATCH BASIN O STREET LIGHT/SIGNAL —s" STREET LIGHT/SIGNAL HANDHOLE E STREET LIGHT POLE oaf SAN. SEWER SAN. SEWER MANHOLE 0- WATER a WATER MANHOLE TELCO TELCO MANHOLE H' TELCO PEDESTAL CAN CAN PEDESTAL O STEAM ELECTRIC -= - POWER VAULT/PED UNKNOWN UTILITY Q REVISION + 1 1 05/07�17 G W- J M ORIGINAL NO- DAFE E.% DESIGN DRAFTING-MAVENT a Know what'a below. Call before you dig. [e asoa tEM 3 ENGINEER: Kn5b1W Mi" - 303.378.2759 ENGINEERING RPM US Technics! S&t Wm PROJECT NUMOER N32735E LVL3•WA•p90'2.597fi1 LOL:JLTlON: 33405 BTH AVE. SOUTH FEDERAL WAY, WA 98003 0 70' 20' 30 DRAWFNG NAME- CRY OF FEDERAL WAT•p6WI T DRAW6NG SCALE: 1 "=30' SHEET: 4 OF 14 I � 1 � 1 I 1 I l - 15�1G i36 , � I I f , • ' I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 — — ar+ - •�;�t�,.= �, ;� 'sue t� ..y ,; _. — +:��1;.: moo_ -'+: •x sac — - ..— SO. 336TH ST. N Q — ---• -.ram 1 1 si.s,v — _ �. .J. .�.. ....� ..mow. CONTINUE TO BORE 867' (W) AT A } ` MIN. OF 15' BELOW GRADE AND 4 PLACE (3)-1.25" CONDUITS. _ c CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDRION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL TRENCH NAME PROPOSED LVL3 VAULT TYPE OVVNER NAME EXSTING VAULT ❑V OWNER U lILTTY POLE REMOVE/REPLACE SIDEWALK — , ] ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE EDGE OF PAVEMENT FACE OF CURB SIDEWALK STORM DRAIN STORM MANHOLE STORM CATCH BASIN STREET LIGHT/SIGNAL STREET LIGHT/SIGNAL HANDHOLE E STREEF LIGHT POLE i SAN. SEWER -sEw SAN. SEWER MANHOLE u" WATER J" WATER MANHOLE u" TELCO TELCO MANHOLE TELCO PEDESTAL CAN CAN PEDESTAL STEAM s,M ELECTRIC E POWER VAULT/PED UNKNOWN UTILITY QU � I{4uwn4nTabllpW, b1�O7Q y041. 20. 3ti SCALE: 1 "=30' 3 AS -BUILT 2 06/15/17 am- J.M. RFMFrON / 1 05/07f 17 G W J.M ORIGINAL NO. I DATE ENG DESIGNI DRAFTING I cOY.MEN1 � L"l1666 LEVEL3ENGMER KAshnr MW41-303.3782759 ENGINEERING FIRM: K8B 7ecmnkvi SvlWbns PROJECT NU AMER- N3213S4{LVL3-WA4W2-59751 LOCATION: 3340587H AVE. SOUTH FEDERAL WAY. WA 98003 ORAWIN ' LIIY OF FEOCI(FL WAY PiAWT DRAW70 SHEET: 5 OF 14 30 0O 3? 1110, 10 10' 00' - r 0 i o -� i M1 � r c - 0 I R SO. 336TH ST. SO. 336TH ST. CONTINUE TO BORE OF (W) Al A I MIN. OF 15' BELOW GRADE AND R I I $ rt-.1 r o y j WETLANDS CRITICAL AREA. x PLACE (3)-1.25• CONDUITS. owl J z _oc , oa o o c ` :mac - ;c o c Q a c c I ` 33b01 0 °' I l s CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL — • • . • • ^ TRENCH------------ NAME PROPOSED LVL3 VAULT �V TYPE OWNER NAME EXSTING VAULT �V OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY W � EASEMENT PROPERTY LINE O 0 EDGE OF PAVEMENT 2 FACE OF CURB O SIDEWALK Q STORM DRAIN � STORM MANHOLE STORM CATCH BASIN STREET LIGHT/SIGNAL STREET LIGHT/SIGNAL HANDHOLE STREET LIGHT POLE SAN. SEWER SAN. SEWER MANHOLE WATER WATER MANHOLE TELCO TELCO MANHOLE TELCO PEDESTAL CAN CATV PEDESTAL STEAM ELECTRIC POWER VAULT/PED ❑O UNKNOWN UTILITY QU �, .�� Ifnp4.6>tYa ISli4HN. Call hefoleyou dig. 0 10' 20' 30' I----�� aaaaaa� aaaaaaaae SCALE: 1 "=30' 2 1 06/15/17 1 G W. J M. REVISION y 1 1 DS/O?/17 G W J M ORIGINAL NO -I DATE JENG RSIGNI DRAFTING I COMMENT � c"AaaascATxea: LEVEL 3 ENGINEER; KN9RI1a MItePwIl - 303,MV59 ENGINEERMG FIRM: K&S T"ImL-al SoIvW-s PROJEC7NIIN6ER: N3213541LVL3-WA-&302.597 LOCATION: 334059YH AVE SOUTH FEDERAL WAY. WA 99003 OFVMN YAME: CITYOF FEDERALw V pfNYl'GRAWIYO 1 SHEET: a of 14 W Lu O F- 2 H a < J o o x i i i I i I i i z s BORE 516' (W) AT A MIN. OF 15' BELOW I A GRADE AND PLACE (3)-1.25• CONDUITS. o F } I Y w 1 t i Imo' f 233 4 f; i LEVEL-3 s� 516 � V d 2 c > r REMOVE/REPLACE4121 ~w R. v (80 SO. FT.) SIDEWALK PANEL I r PLACE NEW 233 iEVEL3 VAULT o VT-04 AT PROPOSES] LOCATION. I c c WETLANDS CRITICAL AREA. n b..... ..... :... . WETLANDS CRITICAL 'n - AREA SO. 336TH ST. w•nbn ee�u.or CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL TRENCH PROPOSED LVL3 VAULT NAME ❑V TYPE OWNER NAME EXSTING VAULT VD TYPE OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK _ LO ALIGNMENT Lu RIGHT OF WAY w � EASEMENT PROPERTY LINE O EDGE OF PAVEMENT 2 FACE OF CURB U SIDEWALK Q STORM DRAIN � STORM MANHOLE STORM CATCH BASIN STREET LIGHT/SIGNAL STREET LIGHT/SIGNAL HANDHOLE STREET LIGHT POLE SAN. SEWER - SAN. SEWER MANHOLE WATER WATER MANHOLE TELCO - — TELCO MANHOLE " TELCO PEDESTAL ❑ CATV — CATV PEDESTAL O —fw- STEAM ELECTRIC E— POWER VAULT/PED ❑O UNKNOWN UTILITY QU •� 11—wl below. gl ae'. you dig. 0 10' 20' 30' 1 AS -BUILT 2 06/15/17 1 G W J.M REVISION j 1 1 05/02/17 G W J M ORIGINAL NO DATE LNG DESIGN DRAFTING COMMENT "aN Ip 61 L A T 9901 LEVEL 3 ENGINEER! Krishna "1cncll-303.3782758 CNG[NEERING FIRM: KBB Tuchrdcal Wu6ons Pi�,7ECT NUN-BER' N321357 VL3-WA-S9D2.5978 LOCATION: 33405 8TH AVF— SOUTH FEDERAL WAY, WA 98003 ���T � 1_ SCALE: 1"=30' DRAWIN .NA CiWOFFEDERAL WAY FEADATORAWOTO 1 SNEEf! i OF 1A F- LU LLI 2 En O U Q CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILTIY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE w DIGGING. z LEGEND s DIRECTIONAL DRILL -• TRENCH PLACE NEW 233 LEVEL3 VAULT NAME VT-06 AT PROPOSED LOCATION. _ PROPOSED LVL3 VAULT �V TYPE QINNER NAME VF-306� �.. i:. ..— IXSTING VAULT FYITYPE LEVEL3 0 4 f 1© } —: , .:. .. :. .. , s,:. .. � �,,. � I ,�. �s. v+ :.. 5;�� ... - •�•/,s UTILffY POLE - - ,. t� _ �,_— a �.• ., _ " ,�,- - ....,�� ,.. �! t .�—I'• -� s.. REMOVE/REPLACE SIDEWALK- r- ALIGNMENT BORE 74' (N) AT A MIN. OF 15' BELOW RIGHT OF WAY ��` GRADE AND PLACE (3)-1.25" CONDUITS .�I = EASEMENT SO. 336TH ST. a PROPERTY LINE - x� i= -= - - O EDGE OF PAVEMENT a r s CONTINUE TO BORE 516' (W) AT A 2 FACE OF CURB — jf MIN. OF 15' BELOW GRADE AND SIDEWALK PLACE NEW 233 LEVEL3 VAULT 1 PLACE (3)-1.25" CONDUITS. Q STORM DRAIN VT-05 AT PROPOSED LOCATION. -- O STORM MANHOLE _ ,�l�uH �. iW, � J~ "T } STORM CATCH BASIN O J I I 1 61 STREET LJGHT/SIGNAL +� STREET LIGHT/SIGNAL HANDHOLE O V �i �* ' I i� STREET LIGHT POLE yr-os r I ', r.— _ .. — — SAN. SEINER — 233 �' +" + SAN. SEWER MANHOLE uH LEVEL3 I w s c c. r a 5 c REMOVE/REPLACE (1)-8'x6' � � y ¢ � WATER BORE 798' (W) AT A MIN. OF 15' BELOW (64 SO. FT.) SIDEWALK PANEL. 4 V - = s WATER MANHOLE w GRADE AND PLACE (3)-1.25" CONDUITS. TELCO L j TELCO MANHOLE f o 0 TELCO PEDESTAL 0 CATV �TV�PEDESTAL Z�. ELECTRIC - I POWER VAULT/PED UNKNOWN UTILITY Q I 9 AS -BUILT is 2 O6/117 W J.M REVISION / 1 05,/025/�17 GGW J.M ORIGINAL NO. GATE ENG DESIGN DRAFTING COMMENT F xmwwh1Ya11oIow. r � � Cailz,erclQyoRTay. saalFnl�i �•"�;+,,,;,";,,^�`„ LEVEL 3 ENGINEER: KAsD�a MIIrMK-303J78-2T59 ENGINEERING FIRM: K&B Ta.�waa1 SdwknF pRpJECT )FUMBER: M321354 {LVL3-WA•880Z59i8] LOCATK)N: 334058Tr-I AYE SOUTH O 10• My yTy FEDERAL WAY, WA 98003 WINO . : aw OF FpOplµ WAY P=RMT"ORAWM SCALE: 1"=30' SHEET: ! OF 14 rn H ' w w 2 U) 0 1 2 U - Q _ 93G W z I •o C -o no i -- 1---————— — — — — —— — — ——-------� ---- 1 - - SO. 336TH ST.- _ .- _. [ a —ffa �� SE. s'"`• Y�—ii RN -SEw- '.E SEW�f�r SCT Ii - SLN•—R J[• SLw - ---.- r { i 1 -.I�,• I i r.ii�-� - .. y - -.. .- - �,� •. (798') o o _ CONTINUE TO BORE 798' (W) AT A MIN. OF 15' j o BELOW GRADE AND PLACE (3)-1.25" CONDUITS. y i 039 cci CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL —••^� • '— TRENCH ---"-------- PROPOSED LVL3 VAULT NAME rypE OWNER NAME EXSTING VAULT OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT H RIGHT OF WAY iw � EASEMENT PROPERTY LINE U H EDGE OF PAVEMENT 2 FACE OF CURB = U SIDEWALK Q STORM DRAM � STORM MANHOLE u" STORM CATCH BASIN STREET LIGHT/SIGNAL ar STREET LIGHT/SIGNAL HANDHOLE tH STREET LIGHT POLE SAN. SEWER �• SAN. SEWER MANHOLE MH WATER WATER MANHOLE TELCO TELCO MANHOLE un TELCO PEDESTAL m CAN CAN PEDESTAL STEAM ELECTRIC E POWER VAULT/PED UNKNOWN UTILITY QU � ,.w..•'r :`�i-r�".�. *: .. + xnowrNCahEIOW, Calledweyoll � O 10' 20' 30' ��� 2 06/15j17 0-W I J.M I REVISION 9 1 1 OS/07�17 G-W. J.M O4,G�tiUL NO. DATE 7:G OESiGN ORAFiWG COMMENT � LEVEL3ENGINEER: Krishna Mllcrwlt-303.37&2]S9 ENGINEERi>JG FIRmA K&6 Tmhrdwl5dv*A% PROJECT N�V.!BER: KWIM4 RVL3-WA-8a02-5976 LOCATION: -05-H AVE. sOuTH FEDERAL WAY. WA 90003 ; UT GF F6OFJIAL WAr — A DM+M VG MATCH TO SHEET 10 BORE 632' (W/N) AT A MIN. OF 15' BELOW GRADE AND PLACE (3)-1.25• CONDUITS. Ir a11� 1. rRVr;i f � I l � G100 3-1 F I " PLACE NEW 233 LEVEL3 VAULT VT-08 AT PROPOSED LOCATION. Ir o � t % VT"08 !' * 233 LEVEL3 7-yv FP f � + BORE 85' (N) AT A MIN. OF 15' BELOW } GRADE AND PLACE (3)-1.25" CONDUITS. i it - - SO. 336TH ST. � •J~ r �Il�p 1,-�— of xi ]o REMOVE/REPLACE (1)-7'x-5.5' (-38 SO. FT.) SIDEWALK PANEL I . PLACE NEW 233 LEVEL3 VAULT VT-07 AT PROPOSED LOCATION.- V I i —07 233 LEVEL3 Lo 1 ar 336TH ST, o. n CONTINUE TO BORE 798' (W) AT A MIN. OF 15' BELOW GRADE, THEN TRENCH 4' (S) AT A MIN. OF 3' BELOW GRADE AND PLACE (3)-1.25• CONDUITS. { t + W w U) O U Q 1 *e wtimrabelGw. Can adore you fy. Q TO ST' CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL ^• • • • `• ^ TRENCH ------------ NAME PROPOSED LVL3 VAULT 0 OWNER NAME EXSTING VAULT ❑V TYPE OWNER UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT PROPERLY LINE EDGE OF PAVEMENT FACE OF CURB SIDEWALK STORM DRAIN STORM MANHOLE STORM CATCH BASIN STREET LIGHT/SIGNAL— STREET LIGHT/SIGNAL HANDHOLE O STREET LIGHT POLE SAN. SEWER SEw SAN. SEWER MANHOLE uH WATER WATER MANHOLE u" TELCO TELCO MANHOLE TELCO PEDESTAL CAN —" CAN PEDESTAL STEAM ELECTRIC — POWER VAULT/PED UNKNOWN UTILITY QU 3 AS —BUILT 2 OS/15�17 G.Yl. JM Riln51OV r 1 1 mm]I`T! f.W JIM I ORIGINAL • L..+�!r 3 r FVf-I 7FNGIVEER' KtInna MltrheN-Xe XBVS8 LOCATION: SN05 STH AVE. SOUTH FEDERAL WAY. WA 98003 SHEET: 10 OF - hI6 900 i CONTINUE TO BORE 632' (N) AT A r o o MIN. OF 15' BELOW GRADE AND s PLACE (3)-1.25 CONDUITS. c L (632') — r J. .�. 9TH AVE. SO. 77 • y , 2 •• .• i.• .r1r a„r Div, a x r• I ' ? .r A• •.• � _ i a I Kwwbw sbelm. Capaeromym ov. CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL — • — — • • — TRENCH , . _ _ _ .......... NAME PROPOSED LVL3 VAULT 0 7YPEOWNER NAME EXSTING VAULT �V TYPE UTILITY POLE REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE EDGE OF PAVEMENT FACE OF CURB SIDEWALK STORM DRAIN --A+ STORM MANHOLE u" STORM CATCH BASIN L� STREET LIGHT/SIGNAL 'wa STREET LIGHT/SIGNAL HANDHOLE 8 STREET LIGHT POLE SAN. SEWER x� SAN. SEWER MANHOLE u" WATER " WATER MANHOLE u" TELCO TELCO MANHOLE u" TELCO PEDESTAL ❑T CAN CATV PEDESTAL STEAM xiu ELECTRIC E POWER VAULT/PED ❑O UNKNOWN UTILITY QU Z. 1 z = ' _ z - BORE 459' (NW) AT A MIN. OF 15' BELOW - �® GRADE AND PLACE (3)-1.25° CONDUITS. x PLACE NEW 233 LEVEL3 VAULT - VT-09 AT PROPOSED LOCATION. j 1 f 1— r V 233 F`� _ — 1 = s•: s• v s y . y; LEVEL3 + s: d A ram'~ �"c' FPCIV L,EC -� BTH-AVE.-S� � ; 1 -`•__--�3r.�_ w. ��1�— N- t:a s •.�4 s„i —si. �rn—+•— �-G w, �- 4 '� �� s CONTINUE TO 90RE 632' (N) AT A MIN, OF 15' �._ ' N BELOW GRADE AND PLACE (3)-1:25w CONDUITS. 3351s MATC>� OS 10 s Km*hA'"hEIOW. Gall ne[arryou �y, 0 10• 20• 30• ,AL- 1•'=30' CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL • • •-� TRENCH ----'"'„-"' NAME PROPOSED LVL3 VAULT 0 OWNER NAME D(STING VAULT �V TYPE UTILITY POLE REMOVE/REPLACE SIDEWALK _ ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE EDGE OF PAVEMENT Ell FACE OF CURB SIDEWALK STORM DRAIN m STORM MANHOLE c' STORM CATCH WIN u STREET LIGHT/SIGNAL 11 STREET LIGHT/SIGNAL HANDHOLE H STREET LIGHT POLE SAN. SEWER — u• SAN. SEWER MANHOLE uH WATER " WATER MANHOLE TELCO TELCO MANHOLE 1- TELCO PEDESTAL Ei CAN — CAN PEDESTAL STEAM ELECTRIC POWER VAULT/PED UNKNOWN UTILITY UQ AS -RUM REVISION Y 1 NO. I DATE Eh`O OMUNI OW71W, f COMMENT • C ■l1 R0 Y LEVEL 3 ENGWHR: IC14:T�t0 AAfuneO-303.378.2758 PROJECTNUM9ER- N3Z1354 LVL3-WA-4aUZa ftl LOCATIOPt 33405 9TH AVE. SW TH FEDERAL WAY, WA 98003 S11EQ1r •7 OF 14 M f- 4�1 O U C I I 33100 g 33434 It I 1 s I I I � , -�� = PLACE NEW 233 LEVELS VAULT c 1�•A - _ _ - VT-10 VT-10 AT PROPOSED LOCATION. a � , - ':•,_ .. u�� :��� _ 233 I� ` 'i 1 -•- -• r�� LEVEL3- - _ - -- - -- -- �•.,�_�'��+ter T. - I V �•� ��.. --�— - —ice.._ _ .... �� --- •.-� _., - f BORE 26i (NW) AT A MIN. OF 15' BELOW GRADE AND PLACE (3)-1.2r CONDUITS. �~'ar__ *• ± 8TH AV"O.- •���� ` -'�-�. ��• CONTINUE TO BORE 459' (NW) AT A MIN. OF 15' u; 4 a., _ '~ z~ ! ! - �� BELOW GRADE AND PLACE (3)-1.25 CONDUITS. , �_- '~L•�S. ':_ ��'h--, ..ti-ate.• L_ i�� .u.. ._. - ..... -:�•� - y�y.,� f � i J I / E-SEVEIIT 33408 1 Itnow whN9hBI0W. Call balwoyou ®p. 0 10' 20' 30' SCALE: 1 "=30' CONSTRUCTION NOTES 1. ALL WORK AREAS TO BE RESTORED TO LIKE OR BETTER CONDITION. 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. LEGEND DIRECTIONAL DRILL — • • — • • • • — TRENCH--+. -- -- - -- - PROPOSED LVL3 VAULT NAME nV TYPE OWNER NAME EXSTING VAULT V❑ TYPE OWNER UTILITY POLE Q9 REMOVE/REPLACE SIDEWALK ALIGNMENT RIGHT OF WAY EASEMENT PROPERTY LINE EDGE OF PAVEMENT FACE OF CURB SIDEWALK —s STORM DRAIN STORM MANHOLE uH STORM CATCH BASIN O STREET LIGHT/SIGNAL a. STREET LIGHT/SIGNAL HANDHOLE 5 STREET LIGHT POLE SAN. SEWER �• SAN. SEWER MANHOLE uH WATER — -• WATER MANHOLE NH TELCO TELCO MANHOLE AlH TELCO PEDESTAL m CAN — —' CAN PEDESTAL G STEAM ,=V ELECTRIC E POWER VAULT/PED ❑O UNKNOWN UTILITY QU 3 AS -BUILT 2 M/15/177Z/77 G W. J M I REVISION 0 l 1 D510G W J M ORIGINAL NO. DATE JENG DESIGNI ORAFfING = COMMENT • C11111ol� a LEVEL 3 ENGINEER: Krlohm RMILhnO.3M-'JT8 RM ENGINEERING FIRM: KKB Tcciv is l SRIuliorLS PROJECT NUMBER: N321354 LVL3•WA-080&59 LOCATION: 33405 STH AVE SOUTH FEDERAL WAY, WA 98003 SHk£f: k 4 CONSTRUCTION NOTES EROSION HAZARD _ i{ * 1. ALL �WORK AREAS TO BE RESTORED TO LIKE OR N. CRITICAL AREA. N 2. ALL OTHER UTILITIES ARE BASED OFF EXISTING LOCATES OR UTILITY STRUCTURES. 3. IT IS THE CONSTRUCTION CONTRACTORS RESPONSIBILITY TO CALL FOR LOCATES BEFORE DIGGING. }} LEGEND .� _.... �..,— . • .. _ t + - - � DIRECTIONAL DRILL �••�• t — — — TRENCH - - - - - - - - - - - - r c ` • , +. . �- —• —� -• NAME —W�— I Nf PROPOSED LVL3 VAULT ❑V TYPE !/ OWNER '� E NAME S0. 334TH ST - - I EYSTING VAULT Q TYPE SO. 334TH ST. BORE 244' (NW/SW) AT A MIN. OF 15' BELOW ' UTILITY POLE - GRADE AND PLACE (3)-1.25" CONDUITS. ` REMOVE/REPLACE SIDEWALK ALIGNMENT — �` ?44 RIGHT OF WAY EASEMENT - J BORE 53' (SW) AT A MIN. OF 15' BELOW PROPERTY LINE - / i GRADE AND PLACE (3)-1.25' CONDUITS. EDGE OF PAVEMENT FACE OF CURB SIDEWALK — / F °�- / STORM DRAIN _ 53' _ STORM MANHOLE STORM CATCH BASIN PLACE NEW 233 LEVEL3 VAULT STREET LIGHT/SIGNAL T? •' - 6 STREET LIGHT/SIGNAL HANDHOLE VT-11 AT PROPOSED LOCATION. EROSION HAZARD Li STREET LIGHT POLE CRITICAL AREA. I a I N SAN. SEWER —g• O - � SAN. SEWER MANHOLE VAULT-11 233 CONTINUE TO BORE 262' (NW) AT A MIN. OF 15'� v WATER LEVEL3 BELOW GRADE AND PLACE (3)-1.25- CONDUITS. _ WATER MANHOLE E 0 TELCO + TRENCH 6' (S) TO EXIST R/W AT TELCO MANHOLE A MINOF 36" BELOW GRADE " . J _ x TELCO PEDESTALp �.. am00 AND PLACE (1)-2- CONDUIT. _ GATV ENLARGEp PLAN - PUT RIW 1 t3 � CA1V PEDESTAL .0 - STEAM c.0 - - ELECTRIC x SCALE: 1"=10' POWER VAULT/PED L MATCH TO SHEET 12 UNKNOWN UTILITY Q � ~'riw ICnow.Nlrib![QW. Cellberwryw mp. 0 1 SCALE- =30• 3 A$-BuiL; 2 06/F5/17 C.W. .LM. fdf1R517N / 1 1 05/02/17 C W J.M ORONAL NO -I GATE E),G DE51G3i WRA T3N0 I COMMENT a c�eMti Ex urs��� LEVEL3EN04EM 1Glsnnn MlwY"-303.3782759 ENt33NEER[NG FIRM: XAS Tp hh"[Solutions PROJECT NUMBER! N3213.56 [LVL3•WA4002-SM) LOCATPOH: 334058TH AM SOUTH FEDERAL WAY. WA 98003 RA G .: ClSY GF FEPEYLAI. WAY PfRAHt OFAWING SFHEEC 1a OF 14 Map Dale Mey ]Otfi DIS Dry 6Maa1 Way City of Federal Way Critical Areas Map wa��J (25J)BJii000 vmw nryoneEeramay wm •�'��°' Kent ? - �4 F l dx Puget Snmd.z . — End Projeet r. .. ❑ ;. r _ MY- `• - I •_ Begin Project E `{T Oil y _ ; wood Scale: ® Scale:`~rw ..w 0 0.25 05 1 N catwY Federal Way Miles-- 3 ��.-- .. David VanDeWeghe From: Jeff Mettert <Jeff_Mettert@kbmail.net> Sent: Monday, July 31, 2017 12:33 PM To: David VanDeWeghe; Mitchell, Krishna Cc: Glen Williams; Justen Phillips; Hurd, Todd; Pablo Mercado Subject: RE: wetlands partial exemption 17-103367-00-AD (Federal Way permit) Good afternoon Dave, This fiber build is not exclusive to one customer. The route is intended to provide service to multiple customers and the Leve13 sales engineering team is currently working with building/property owners to provide service but sales are pending and not executed. Please CC all with any correspondence. Please call or email me with any questions of concerns. Thank you, Jeff Mettert K & B Technical Solutions (503)650-6041x202 Jeff_Mettert@kbmail.net From: David VanDeWeghe [ma iIto: David.VanDeWeghe@cityoffederalway.coml Sent: Monday, July 31, 2017 10:24 AM To: Jeff Mettert <Jeff_Mettert@kbmail.net>; Mitchell, Krishna <Krishna.Mitchell@level3.com> Cc: Glen Williams <Glen_Williams@kbmail.net>; Justen Phillips <Justen_Phillips@kbmai1.net>; Hurd, Todd <todd.hurd@level3.com>; Pablo Mercado <pablo.mercado@level3.com> Subject: RE: wetlands partial exemption 17-103367-00-AD (Federal Way permit) Jeff, Thank you for the additional info. Can you also explain the purpose of the conduit installation? Specifically, who will benefit from the proposed project? Per our city code, partial exemptions are intended for infrastructure improvements with broad service enhancements rather than those serving a single site. See the code section in question below: The "public utility and other public improvements" shall not include improvements whose primary purpose is to benefit a private development, including without limitation interior roads or privately owned detention facilities installed within or during the construction of a residential subdivision, binding site plan, or other commercial development. The director may require supporting documentation to demonstrate compliance with partial exemptions. (FWRC 19.145.120.1) Thanks, Dave Dave Van De Weghe, AICP Senior Planner Federal way 33325 81h Avenue South Federal Way, WA 98003-6325 Phone:253/835-2638 Fax: 253/835-2609 www.cityoffederalway.com From: Jeff Mettert [mailto:Jeff Mettert@kbmaiLnet] Sent: Friday, July 28, 2017 1:42 PM To: Mitchell, Krishna; David VanDeWeghe Cc: Glen Williams; Justen Phillips; Hurd, Todd; Pablo Mercado Subject: RE: wetlands partial exemption 17-103367-00-AD (Federal Way permit) David, Please see the answers to your questions below in red. Please CC all with any correspondence. Please call or email me with any questions of concerns. Thank you, Jeff Mettert K & B Technical Solutions (503) 650-6041x202 Jeff Mettert@kbmaiLnet From: Mitchell, Krishna[mailto:Krishna.Mitchell@level3.com] Sent: Thursday, July 27, 2017 4:21 PM To: David VanDeWeghe <David.VanDeWeghe@cityoffederalway.com> Cc: Glen Williams <Glen Williams@kbmail.n_e_t>; Jeff Mettert <Jeff Mettertkbmailnet>; Justen Phillips <Justen Phillips kbmaiLnet>; Hurd, Todd <todd.hurd&eve13.com> Subject: RE: wetlands partial exemption 17-103367-00-AD (Federal Way permit) Good Afternoon David, I've copied our engineering firm to provide feedback regarding your comments. Krishna (Kris) Mitchell OSP Project Manager & Engineer 720-387-3342 office 303-378-2759 mobile krishna.mitchell@level3.com From: David VanDeWeghe [maiIto: David.VanDeWe he Pcityoffederalwa .com] Sent: Wednesday, July 26, 2017 5:10 PM To: Mitchell, Krishna <Krishna.Mitchel1@level3.com> Subject: wetlands partial exemption 17-103367-00-AD Good afternoon. I have a couple questions about your application for a partial exemption to allow drilling for conduits within a critical area along S 3361h St. in Federal Way, Washington. 1. Sheet 7 of your application shows two areas labeled "Wetlands Critical Area." a. Does this map show a wetland or a wetland buffer? The permit drawing shows wetland, our project crosses through the wetland bufferjust north of the actual wetland area. b. What is your source for this data? Is there an associated Wetland Report that classifies the wetlands and delineates the boundaries of the wetlands & their buffers? I found the wetland areas depicted on the "Critical Areas Map" PDF (attached with our project area called out) produced by the City of Federal Way and found on their website. I know of no report classifying or delineating the wetlands. The map is the only information I had to go by. 2. Your application states all work will take place in the right-of-way. a. Is the area in question paved? Will any vegetation be disturbed? Our work zone within the wetland buffer is entirely under the sidewalk. No vegetation will be disturbed. b. What are the temporary and permanent impacts of the proposed drilling on the wetlands in question? What is the sq. footage of the impacts? The permanent impacts that will remain after construction are the presence of the conduit, vaults, and fiber cable. There will be no potential for contamination of the wetland/wetland buffer. The square footage of the permanent impact is difficult to calculate. The vault has a footprint of 6 sq. ft. and the conduits will occupy approximately a 4" wide path along their entire length. In addition to the permanent impacts, the temporary impact also includes the possibility of a "Frac-out". Please see the attached "Frac-out Mitigation Contingency Plan" for an explanation. In addition to the square footage of the permanent impacts, the square footage of the temporary impacts includes the removal and replacement of the 8'x10' panel of sidewalk to set the vault. c. If there will be impacts, what mitigation measures are proposed? Please see the attached "Frac-out Mitigation Contingency Plan". Thanks for your help. Dave Van De Weghe, AICP Senior Planner 141 Federal Way 33325 81h Avenue South Federal Way, WA 98003-6325 Phone:253/835-2638 Fax: 253/835-2609 www.citvofederalway.com 3 Leve13 Communications FRACTION MITIGATION CONTINGENCY PLAN FOR DIRECTIONAL DRILLING TABLE OF CONTENTS 1.0 Introduction and Purpose ..................................................... 2.0 Description of Work............................................................. 3.0 Site Supervisor/Foremen Responsibilities .............................. 4.0 Equipment.......................................................................... 5.0 Training.............................................................................. 6.0 Drilling Procedures 6.1 Vac -Truck 6.2 Field Response to Frac-Out Occurrence 6.3 Response Close-out Procedures 6.4 Construction Re -start 6.5 Bore Abandonment 7.0 Notification 7.1 Communicating with Regulatory Agency Personnel 7.2 Documentation 8.0 Project Completion and Clean-up Page 2 Page 3 Page 3 Page 4 Page 4 Page 4 Page 5 Page 5 Page 6 Page 6 Page 6 Page 7 Page 7 Page 7 Page 7 FRAC-OUT CONTINGENCY PLAN (FCP) 1.0 Introduction and Purpose Directional bore operations have a potential to release drilling fluids into the surface environment through frac-outs (A frac-out is the condition where drilling mud is released through fractured bedrock into the surrounding rock and sand and travels toward the surface.) Because drilling muds consist largely of a bentonite clay -water mixture, they are not classified as toxic or hazardous substances. However, if it is released into water bodies, bentonite has the potential to adversely impact fish and invertebrates. While drilling, fluid seepage associated with a frac-out is most likely to occur near the bore entry and exit points where the drill head is shallow, frac-outs can occur in any location along a directional bore. This Frac-Out Contingency Plan (FCP) establishes operational procedures and responsibilities for the prevention, containment, and cleanup of frac-outs associated with the proposed directional drilling utility project of Level3 project N321354 (LVL3-WA-8802-5976). All personnel and Sub - Contractors responsible for the work must adhere to this plan during the directional drilling process. The specific objectives of this plan are to: 1. Minimize the potential for a frac-out associated with directional drilling activities; 2. Provide for the timely detection of frac-outs; 3. Protect the environmentally sensitive riverbed and associated riparian vegetation; 4. Ensure an organized, timely, and "minimum -impact" response in the event of a frac-out and release of drilling bentonite; and 5. Ensure that all appropriate notifications are made immediately to the customer, management and safety personnel. 2.0 Description of Work: The proposed project consists of: (Explain work task in detail to crew members.) Drilling operations will be halted by the drill rig operators immediately upon detection of a drop in drilling pressure or other evidence of a frac-out. The clean-up of all spills shall begin immediately. Leve13 Communications and the City of Federal Way shall be notified immediately of any spills and shall be consulted regarding clean-up procedures. A spill kit shall be onsite and used if a frac-out occurs. A vacuum truck and containment materials, such as straw bales, shall also be on -site prior to and during all operations. The Site Supervisor will be immediately notified. In the event of a frac-out, the on -site foreman/supervisor will conduct an evaluation of the situation and direct recommended mitigation actions, based on the following guidelines: a. If the frac-out is minor, easily contained. has not reached the surface and is not threatening sensitive resources, drilling operations may resume after use of a leak stopping compound or redirection of the bore; b. If the frac-out has reached the surface, any material contaminated with Bentonite shall be removed by hand to a depth of 2-feet, contained and properly disposed of, as required by law. The drilling contractor shall be responsible for ensuring that the bentonite is either properly disposed of at an approved disposal facility or properly recycled in an approved manner. The Site Supervisor shall notify and take any necessary follow-up response actions in coordination with agency representatives. The Site Supervisor will coordinate the mobilization of equipment stored at off -site locations (e.g., vacuum trucks) on an as needed basis; 3.0 Site Supervisor/Foremen Responsibilities: The Site Supervisor/Foremen has overall responsibility for implementing this FCP. The Site Supervisor/Foremen will ensure that all employees are trained prior to all drilling: The Site Supervisor/Foremen shall be notified immediately when a frac-out is detected. The Site Supervisor/Foremen will be responsible for ensuring that Leve13 Communications and the City of Federal Way is aware of the frac-out, coordinating personnel, response, cleanup, regulatory agency notification and coordination to ensure proper clean-up, disposal of recovered material and timely reporting of the incident. The Site Supervisor/Foremen shall ensure all waste materials are properly containerized, labeled, and removed from the site to an approved disposal facility by personnel experienced in the removal, transport and disposal of drilling mud. The Site Supervisor/Foremen shall be familiar with all aspects of the drilling activity, the contents of this Frac-out Contingency Plan and the conditions of approval under which the activity is permitted to take place. The Site Supervisor/Foremen shall have the authority to stop work and commit the resources (personnel and equipment) necessary to implement this plan. The Site Supervisor/Foremen shall assure that a copy of this plan is available (onsite) and accessible to all construction personnel. The Site Supervisor/Foremen shall ensure that all workers are properly trained and familiar with the necessary procedures for response to a frac- out, prior to commencement of drilling operations. 4 4.0 Equipment: The Site Supervisor shall ensure that: o All equipment and vehicles are checked and maintained daily to prevent leaks of hazardous materials; o Spill kits and spill containment materials are available on -site at all times and that the equipment is in good working order; o Equipment required to contain and clean up a frac-out release will either be available at the work site or readily available at an offsite location within 15- minutes of the bore site; and o If equipment is required to be operated near a riverbed, absorbent pads and plastic sheeting for placement beneath motorized equipment shall be used to protect the riverbed from engine fluids; 5.0 Training Prior to the start of construction, the Site Supervisor/Foremen shall ensure that the crew members receive training in the following: o The provisions of the Frac-out Contingency Plan, equipment maintenance and site specific permit and monitoring requirements; o Inspection procedures for release prevention and containment equipment and materials; o Contractor/crew obligation to immediately stop the drilling operation upon first evidence of the occurrence of a frac-out and to immediately report any frac-out releases; o Contractor/crew member responsibilities in the event of a release; o Operation of release prevention and control equipment and the location of release control materials, as necessary and appropriate; and o Protocols for communication with agency representatives who might be on -site during the clean-up effort. 6.0 Drilling Procedures The following procedures shall be followed each day, prior to the start of work. The Frac-out Contingency Plan shall available on -site during all construction. The Site Supervisor/Foremen shall be on -site at any time that drilling is occurring or is planned to occur. The Site Supervisor/Foremen shall ensure that a Job Briefing meeting is held at the start of each day of drilling to review the appropriate procedures to be followed in case of a frac-out. Questions shall be answered and clarification given on any point over which the drilling crew or other project staff has concerns. Drilling pressures shall be closely monitored so they do not exceed those needed to penetrate the formation. Pressure levels shall be monitored randomly by the operator. Pressure levels shall be set at a minimum level to prevent frac-outs. During the pilot bore, maintain the drilled annulus. Cutters and reamers will be pulled back into previously -drilled sections after each new joint of pipe is added. Exit and entry pits shall be enclosed by silt fences and straw. A spill kit shall be on -site and used if a frac-out occurs. A vacuum truck shall be readily available on -site prior to and during all drilling operations. Containment materials (Straw, silt fencing, sand bags, frac-out spill kits, etc.) shall be staged on -site at location where they are readily available and easily mobilized for immediate use in the event of an accidental release of drilling mud (frac-out). If necessary, barriers (straw bales or sedimentation fences) between the bore site and the edge of the water source shall be constructed, prior to drilling, to prevent released bentonite material from reaching the water. Once the drill rig is in place, and drilling begins, the drill operator shall stop work whenever the pressure in the drill rig drops, or there is a lack of returns in the entrance pit. At this time the Site Supervisor/Foremen shall be informed of the potential frac-out. The Site Supervisor/Foremen and the drill rig operator(s) shall work to coordinate the likely location of the frac-out. The location of the frac-out shall be recorded and notes made on the location and measures taken to address the concern. The following subsections shall be adhered to when addressing a frac-out situation. Water containing mud, silt, bentonite, or other pollutants from equipment washing or other activities, shall not be allowed to enter a lake, flowing stream or any other water source. The Bentonite used in the drilling process shall be either disposed of at an approved disposal facility or recycled in an approved manner. Other construction materials and wastes shall be recycled, or disposed of, as appropriate. 6.1 Vac -Truck: A vacuum truck shall be staged at a location from which it can be mobilized and relocated so that any place along the drill shot, can be reached by the apparatus, within 10 minutes of a frac-out. 6.2 Field Response to Frac-out Occurrence: The response of the field crew to a frac-out release shall be immediate and in accordance with procedures identified in this Plan. All appropriate emergency actions that do not pose additional threats to sensitive resources will be taken, as follows: a. Directional boring will stop immediately; b. The bore stem will be pulled back to relieve pressure on frac-out; c. The Site Supervisor/Foremen will be notified to ensure that Leve13 Communications and the City of Federal Way are notified, adequate response actions are taken and notifications made; d. The Site Supervisor/Foremen shall evaluate the situation and recommend the type and level of response warranted, including the level of notification required; e. If the frac-out is minor, easily contained, has not reached the surface and is not threatening sensitive resources, a leak stopping compound shall be used to block the frac-out. If the use of leak stopping compound is not fully successful, the bore stem shall be redirected to a new location along the desired drill path where a frac-out has not occurred; 6 f. If the frac-out has reached the surface, any material contaminated with Bentonite shall be removed by hand, to a depth of 2-feet, contained and properly disposed of, as required by law. A dike or berm may be constructed around the frac-out to entrap released drilling fluid, if necessary. Clean sand shall be placed and the area returned to pre -project contours; and g. If a frac-out occurs, reaches the surface and becomes widespread, the Site Supervisor/Foremen shall authorize a readily accessible vacuum truck and bulldozer stored off -site to be mobilized. The vacuum truck may be either positioned at either end of the line of the drill so that the frac-out can be reached by crews on foot, or may be pulled by a bulldozer, so that contaminated soils can be vacuumed up. 6.3 Response Close-out Procedures: When the release has been contained and cleaned up, response closeout activities will be conducted at the direction of the Site Supervisor/Foremen and shall include the following: a. The recovered drilling fluid will either be recycled or hauled to an approved facility for disposal. No recovered drilling fluids will be discharged into streams, storm drains or any other water source; b. All frac-out excavation and clean-up sites will be returned to pre -project contours using clean fill, as necessary; and c. All containment measures (fiber rolls, straw bale, etc.) will be removed, unless otherwise specified by the Site Supervisor/Foremen. 6.4 Construction Re -start: For small releases not requiring external notification, drilling may continue, if 100 percent containment is achieved through the use of a leak stopping compound or redirection of the bore and the clean-up crew remains at the frac-out location throughout the construction period. For releases requiring external notification and/or other agencies, construction activities will not restart without prior approval from Leve13 Communications and/or the City of Federal Way. 6.5 Bore Abandonment: Abandonment of the bore will only be required when all efforts to control the frac-out within the existing directional bore have failed. 7.0 Notification: In the event of a Frac-out that reaches a water source, the Site Supervisor/Foremen will notify Leve13 Communications so they can notify the appropriate resource agencies. All agency notifications will occur within 24 hours and proper documentation will be accomplished in a timely and complete manner. The following information will be provided: 1. Name and telephone number of person reporting; 2. Location of the release; 3. Date and time of release; 4. Type and quantity, estimated size of release; 5. How the release occurred; 6. The type of activity that was occurring around the area of the frac-out; 7. Description of any sensitive areas, and their location in relation to the frac-out; 8. Description of the methods used to clean up or secure the site; and 9. Listing of the current permits obtained for the project. 7.1 Communicating with Regulatory Agency Personnel: All employees and subcontractors will adhere to the following protocols when permitting Regulatory Agency Personnel arrive on site. Regulatory Agency Personnel will be required to comply with appropriate safety rules. Only the Site Supervisor/Foremen and the Leve13 Communications are to coordinate communication with Regulatory Agency Personnel. 7.2 Documentation: The Site Supervisor/Foremen shall record the frac-out event in his or her daily log. The log will include the following: Details on the release event, including an estimate of the amount of bentonite released, the location and time of release, the size of the area impacted, and the success of the clean-up action. The log report shall also include the: Name and telephone number of person reporting; Date, How the release occurred; The type of activity that was occurring around the area of the free -out: Description of any sensitive areas, and their location in relation to the frac-out: Description of the methods used to clean up or secure the site; and a listing of the current permits obtained for the project. 8.0 Project Completion and Clean-up: a. All materials and any rubbish -construction debris shall be removed from the construction zone at the end of each workday; b. Sump pits at bore entry and exits will be filled and returned to natural grade; and c. All protective measures (fiber rolls, straw bale, silt fence, etc.) will be removed unless otherwise specified by the Site Supervisor/Foremen. s