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Home My WebLink AboutFAA Letter - PLN General - 6/4/2014 Mail Processing Center Aeronautical Study No. Federal Aviation Administration 2014-ANM-297-OE Southwest Regional Office RECEIVED Obstruction Evaluation Group 2601 Meacham Boulevard pUN 0 4 2014 Fort Worth, TX 76193 Issued Date: 03/31/2014 426 ►hi, CEDAR 5T Michael J. Michael, P.E. City of Shelton 525 West Cota Street Shelton, WA 98584 ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations,part 77, concerning: Structure: Water Tank Upper Mountain View Elevated Tank Location: Shelton, WA Latitude: 47-15-19.65N NAD 83 Longitude: 123-09-13.47 W Heights: 310 feet site elevation(SE) 175 feet above ground level(AGL) 485 feet above mean sea level(AMSL) This aeronautical study revealed that the structure would have no substantial adverse effect on the safe and efficient utilization of the navigable airspace by aircraft or on the operation of air navigation facilities. Therefore,pursuant to the authority delegated to me, it is hereby determined that the structure would not be a hazard to air navigation provided the following condition(s) is(are)met: As a condition to this Determination,the structure is marked/lighted in accordance with FAA Advisory circular 70/7460-1 K Change 2, Obstruction Marking and Lighting,a med-dual system- Chapters 4,8(M-Dual),&12. It is required that FAA Form 7460-2,Notice of Actual Construction or Alteration, be e-filed any time the project is abandoned or: At least 10 days prior to start of construction(7460-2,Part 1) X Within 5 days after the construction reaches its greatest height(7460-2, Part 2) See attachment for additional condition(s)or information. This determination expires on 10/01/2015 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2,Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within Page 1 of 6 6 months of the date of this determination. In such case,the determination expires on the datc" prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E-FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination is subject to review if an interested party files a petition that is received by the FAA on or before April 30, 2014. In the event a petition for review is filed, it must contain a full statement of the basis upon which it is made and be submitted to the Manager, Airspace Regulations&ATC Procedures Group, Federal Aviation Administration, 800 Independence Ave, SW, Room 423, Washington, DC 20591. This determination becomes final on May 10, 2014 unless a petition is timely filed. In which case,this determination will not become final pending disposition of the petition. Interested parties will be notified of the grant of any review. For any questions regarding your petition,please contact Airspace Regulations&ATC Procedures Group via telephone --202-267-8783 -or facsimile 202-267-9328. This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies)and power. Any changes in coordinates,heights, and frequencies or use of greater power will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters,requires separate notice to the FAA. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However,this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace g P by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. Any failure or malfunction that lasts more than thirty (30)minutes and affects a top light or flashing obstruction light,regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Airmen (NOTAM) can be issued. As soon as the normal operation is restored,notify the same number. This aeronautical study considered and analyzed the impact on existing and proposed arrival, departure, and en route procedures for aircraft operating under both visual flight rules and instrument flight rules; the impact on all existing and planned public-use airports, military airports and aeronautical facilities; and the cumulative impact resulting from the studied structure when combined with the impact of other existing or proposed structures. The study disclosed that the described structure would have no substantial adverse effect on air navigation. An account of the study findings, aeronautical objections received by the FAA during the study (if any), and the basis for the FAA's decision in this matter can be found on the following page(s). Page 2 of 6 If w'e can be of further assistance,please contact Daniel Shoemaker, at(425) 227-2791. On any future correspondence concerning this matter,please refer to Aeronautical Study Number 2014-ANM-297-OE. Signature Control No: 206714055-212242448 ( DNH ) John Page Manager, Obstruction Evaluation Group Attachment(s) Additional Information Map(s) Page 3 of 6 Additional information for ASN 2014-ANM-297-OE ASN 2014-ANM-297-OE Abbreviations AGL - above ground level MSL - mean sea level RWY-runway VFR- visual flight rules IFR- instrument flight rules nm-nautical mile Part 77 -Title 14 Code of Federal Regulations (CFR)Part 77, Objects Affecting Navigable Airspace 1. LOCATION OF PROPOSED CONSTRUCTION This proposal is for a 485-foot MSL (175-foot AGL) elevated water tank, which would be located approximately 8033 feet(1.32 run)northwest of the RWY 23 threshold at Sanderson Field(SHN)in Shelton, WA. The water tank would be located approximately 1340 feet northwest of the corner of West Dayton Airport Road and West Public Works Drive in Shelton. The SHN airport elevation is 273 feet MSL. 2. OBSTRUCTION STANDARDS EXCEEDED: The structure is identified as an obstruction under the following Part 77 standard: Section 77.19(a): The surface of a takeoff and landing area of an airport or any imaginary surface established under 77.17, 77.19, or 77.23. This structure would exceed the horizontal surface at SHN by 62 feet. 3. EFFECT ON AERONAUTICAL OPERATIONS a. The impact on arrival, departure, and en route procedures for aircraft operating under VFR: This structure would exceed the SHN horizontal surface by 62 feet. b. The impact on arrival, departure, and en route procedures for aircraft operating under IFR: None. c. The impact on all planned public-use airports and aeronautical facilities: None. d. The cumulative impact resulting from the proposed construction or alteration of a structure when combined with the impact of other existing or proposed structures: None. 4. CIRCULATION AND COMMENTS RECEIVED The proposal was circulated for public comment.on 19 February 2014. The public comment period ended on 28 March 2014, and no responses were received as of that date. 5. DETERMINATION -NO HAZARD TO AIR NAVIGATION It is determined that the proposed construction would not have a substantial adverse effect on the safe and efficient use of navigable airspace by aircraft. 6. BASIS FOR DECISION Part 77 establishes standards for determining obstructions to air navigation. A structure that exceeds one or more of these standards is presumed to be a hazard to air navigation unless the obstruction evaluation study determines otherwise. Just because a proposed structure exceeds a Part 77 surface does not automatically make it a hazard. In this case,the elevated water tank would exceed the SHN Part 77 horizontal surface by 62 feet. However,there are no effects on instrument procedures at SHN, nor were any VFR issues raised. The incorporation of obstruction lighting will mitigate the Part 77 horizontal surface penetration. Page 4 of 6 TOPO Map for ASN 2014-ANM-297-OE .4W jo -Z vr �4 77.N czz > Alloy— Lk-, -75 ir �—tEl -T lu 13 -------- -- -N7 -T Page 5 of 6 Sectional Map for ASN 2014-ANM-297-OE 6 ` AUT IT'V E ` Hovdsoort } r Tahuya reds of-feet mSL�-� t� o f" CAFE r, . ,3,, .•r C A f Hof feet-MS Umon la 777 -! U C ' . AS6S I 19.2 7 5 7!3 L 50 1 RP 5 '� v alk e 1 ' • �. c d r _Je ! BOsb 40 VALLEY_ _ 1-7-30 IRS 8 4AE /1r. Page 6 of 6 r Federal Aviation «of/AAA Administration riZECEIVED Notice of Proposed Construction or Alteration-Off Airport �ry � Project Name:CITY-000263768-14 Sponsor: City Of Shelton JUN A G Details for Case:Upper Mountain View Elevated Tank 4'26 W. 'CEDAR ST- Show Project Summary Case Status ASK: 2014-ANM-297-OE Data Accepted: 01/28/2014 Status: Work In Progress Date Determined: Letters: None Documents: None Public Comments: None Project Documents: None Construction/Alteration Information Structure Summary Notice Of: Construction Structure Type: Water Tank Duration: Permanent Structure Name: Upper Mountain View Elevated Tank jf TeTporary: Months: Days: NOTAM Number: Work Schedule-Start: 05/01/2014 FCC Number: Work Schedule-End: 05/01/2015 Prior ASK: *For temporary cranes-Does the permanent structure require separate notice to the FAA? To find out,use the Notice Criteria Tool.Ifseparate notice is required,please ensure it is riled. If it is not riled,please state the reason in the Description of Proposal. State Filing: Not hied with State Structure Details Common Frequency Bands Latitude: 47° 15' 19.65" N Leer Frey Nigh Freq Freq Unit ERP ERP Unit Longitude: 123°9' 13.47"W Specific Frequencies Horizontal Datum: NAD83 Site Elevation(SE): 310(nearest foot) Structure Height(AGL): 175(nearest foot) Current Height(AGL): (nearest foot) •For notice of alteration or existing provide the current AGL height of the existing structure. Include details in the Description of Proposal Nacelle Height(AGL): (nearest foot) For Wind Turbines 500ft AGL or greater Requested Marking/Lighting: Spherical markers and red lights Other: Recommended Marking/Lighting: Current Marking/Lighting: N/A Proposed Structure Other: Nearest City: Shelton Nearest State: Washington Description of Location: Northwest Quarter of Section 02,Township 20 On the Project Summary page upload any certirred survey. North,Range 04 West,W.M.The property is located on the west side of West Public Works Drive north of West Dayton Airport Road. Description of Proposal: Construction of a permanent welded steel elevated water tank for domestic and fire storage. zSHEET NOTE& � I.SEE DETAIL W-28.SHEET C-13 FOR GENERAL `j TRENCH AND SURFACE RESTORA7I ON REOU I REMENTS. i J�a 2 CONTACT CASCADE GAS PRIOR TO IXCAVATI ON _ i ADJACENT TO 4-INCH POLYETHYLENE GAS MAIN. PARCEL �i 42DO2-10-00020 J.PROTECT EXISTING 4-INCH POLYETHYLENE GAS MASON COUNTY MAIN, ' TE 4,LIMITS OF WORK SHALL BE RESTRICTED TO MATCHLINE Stoy Go " 9EE NO 7 o PROPOSED UTILITY EASEMENT. N ' p..:• 11 I+m S FIBER AND ELECTRICAL CONDUIT NOT SHOWN.SEE COLM j1 _--_ _ _ — �PROPOSEO DITCH 1/�1 - SHEET E-4 FOR MORE INFORMATION. I 8' IN, 1 FLOWLINE. C4 1 _ --_ — ��1 Q.y 6.INSTALL CASING PER DETAIL 2,SHT C-IB SEE NOTE 3 i0 — _ Ia 7.INSTALL 12'CULVERT PER DETAIL I.SIT C-I6. I . , — 'fir`.:.;;.,•?-,!?., - ..t.>..„ - 16RVC W'�;,�. - - ., ;. �,:z.•-,,_ „: .:.'::� W�n a CONCEPTUAL LIMITS OF PIT EXCAVATION SHOWN FOR CONTRACTOR REFERENCE ONLY. H DL �p1 1 SEE NOTE 3 / •--i 9.SEE DETAILS W-08 AND W-09.SHEET C-I I FOR N712071.44 ''Ut 1 / 1y FIRE HYDRANT ASSEMBLY. INSTALL HYDRANT WEST OF L E9a211281 l 1-u"S EXISTINO GAS MAIN. FTRN ISH k INSTALL: Q FURNISH k INSTALL: I-IB'A6'TEE,MJ is t II MASON COUNTY SERVICE �. I-.ASSY(SEE NOTE 9) 'eL 1 1�N CONNECTION PER SHT C-10 I-16'BFV,MI - T 4 PARCEL 42002-ID-00010 MASON COUNTY zo to 0 20 ao PLAN SCALE IN FEET n. � SCALE: I"=20' < 320 320 JAgCAJ D o BORE Ck ING 315 O 315 FIN OR A E OF PIE TN I7 NNE m N SEEN 7 EXIST fit T l(F R 12'M 1 _ m — 1 310 N _ _— -- — _ N v �~ j �1_ �NOE 6 'YIN ... fir-0.3% 310 w y 1 1 1 6'MAX In ti 305 1 ——— 3DB �s w? 1 IB PVC W ISL - Zw inJ _ JA # _ 308.57 a 300 U IE�30.48 300 T Q ^ IE 47 N W. IE 303.43 295 SEE N TE 8,TYP 1 295 - t I6 TEE, J i O 171E 303.41 ® O v 290 22t 00. 22+20 22+40 22+80 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 290 S PROFILE r� SCALE "a5'VERT , ,I, s y a , , Ml) S�lIW&>�SSoQa�$1�1c. '-{01 �F�o CITY OFSFiELTON TRANSMISSION MAIN DI Ism JAT 0a1c T = =E11gll1CPdS/P]2 ers i g UPPER MOUNTAIN VIEW PLAN AND PROFILE g rna au ws 0""" _ = r PRESSURE ZONE OC-8 tar uC�swE 1' CHU =INS BNhq Pm,S,uIt 1010 PAOIQ 2U-in-L520 STA 22+00 TO STA 25+50 nax oPAxNc a aEClain �+� 't• PHASE 1A xar ro scuc n...s� TaaA Wnl pm 9IR TD DJ�I-1921 mcmax• N0. DATE BY REVISION �_ PROIECf NO.:13-1505.201 SCN£ AS SHOWN 10.41E JI#2014 13 0 47 - SHEET NOTES, I.SEE DETAILS W28•SHEET C-13 FOR GENERAL TRENCH AND SURFACE RESTORATION REQUIREMENTS PARCEL PARCEL 2'CONTACT CASCADE CAS PRIOR TO q(CAVATION 42002-24-COO 10 yj'Ym� 42002+-10-DO020 ADJACENT TO 4-INCH POLYETHYLENE OAS MAIN. NYE INVESTMENTS.LLC ql$ MASON COUNTY 3.PROTECT EXISTING 4-INCH POLYETHYLENE GAS MAIN. sEE r— i I 40 0200'W _ NOTE 5 4.LIMITS PROPOSED UTILITY EASEMENT. S14ALL BE RESTRICTED TO ......... — 0.71 "'""7 ��1s AS,. S FIB .SEE �� ....'. .. .. DDT' •,•, ......- ONE-LINE DIAGRAM ON SHEET EU4 FOR MORE .�.._.L .....a.�. —7P4 — � INFORMATION. IN PIPE OEFLECTI ..... .............. S.SEE DETAILS W-OB AND W-OY,SHEET C-1I FOR .. �- °'` •" FUTURE 87•r. y FIRE HYDRANT ASSEMBLY.HYDRANT SHALL BE i FUT . r- O _ a of coWrr YY >+---••• AI'hROX ..... .. .... ,�:... ......... 1 p COUNTY RA INSTALLED W BA FUTURE X iUTIXiE 80' ( � �' iS --:•�:•:::�;:i;::� Z RIGHT-OF-WAY(WITHIN PROPOSED UTILITY ' .:::e:: ::•s::- 001Mry R/W . ..?q!.•. .... >.::::: -..I Tf1 EASEMENT). m W,PUBLIC WORKS DR I VE 'MIN uwiJ .� �gE N07E3 ENO PIPE.DE1xxEC=ION. _ - ) .. H71 1452.78 .........._. -� �.�..-,m, _ EBBRN2149.56 < .—.1.. .........._,._._,.......�.......,.,._ «..__y.. ISM&INSTALL- ....,✓-f _�„�'............ ..... ..... - S I-T8 PARCEL PLw 42002-ID-00020 ^4LC IM1"L--i SCALE 1 20' MASON COUNTY 315 315 9 w 1 310 O 310 OF PIPE 6p 7 305 < 305 v } ' 300 N •PVC W' W yy{{ 300 I � WN m 10 ly Z 16 TEE' U 2ss inn a 285 t9 J u 1 290 290 E � u I S 285 14+® 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 IK 15+80 17+00 17+20 17+40 17+60 17+80 18+00 285 J y 's PROFILE SCALE: 1 m20�HOR +`5'VERT n eao1�E N �o15He<:. sNEcr DESIGNEDJM MungSbdI&Assodales,hc, ®^ CITY OF SHELTON TRANSMISSION MAIN JAT AR 1 � I]If�p 4 UPPER MOUNTAIN VIEW PLAN AND PROFILE DRAw,w •. PRESSURE ZONE C'-6 `I uDriaA i• cNu =uu e�Le•n n�u sws 1010 r�o;6 as-sn-Is2o STA 14+00 TO STA 18+00 1 Hall Dxmrc s CHECKED anr� ��ploD,,Two"IV NI M-0-Isn ''°"•'""'"`...".<, PHASE to _- «..v.«•• WO 1C V-1 No sGLE AS SHOWN DALE: JUTE 1DIt I of 47