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Permit 87-08-SMP - RENTON SAND & GRAVEL - SHORELINE SUBSTANTIAL DEVELOPMENT
87-08-smp 1602 monster road 87-02-ucu 87-12-dr RENTON SAND & GRAVEL SHORELINE SUBSTANTIAL DEVELOPMENT March 3, 1992 Renton Sand and Gravel Attention:. Douglas M. Buck 55 SW 12th St. Renton, WA 98057 Dear Mr. Buck: ° 10 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor VIA CERTIFIED MAIL Records indicate that you are in control of the property off vacated Monster Rd and SW Grady Way in Tukwila. On March 25; 1992 an inspection of this location revealed an apparent violation of the City of Tukwila Municipal Code. Specifically, I noted that the landscaping and sedimentation controls required as part for issuance of your Unclassified Use Permit are no longer in existence. This office would like to solicit your cooperation and community spirit in correcting the violation by reestablishing the required landscaping and sedimentation controls or contacting the City Planning Department to establish if there are any alternatives available to you on or before April 20, 1992. Please be advised that should remedial action on your part not be undertaken, the procedure to revoke you Unclassified Use Permit will be initiated. If you have any further question please feel free to call me at 431 -3661. Thank you for your cooperation. Sincerely, ar12/02'zf_a 1 - c - cx Antonio Baca Code Enforcement Officer Dept. of Community Development cc: Moira Bradshaw Phone: (206) 433 -1800 • City Hall Fax (206) 433 -1833 .iff.N3WL'$44v,.1,xnhn., OF TUKWILA UTIICENTER BOULEVARD, TUKWIIA, WASHINGTON 98188 12 March 1990 Bruce MacVeigh, P.E. 5515 Steilacoom Boulevard S.W. Tacoma, Washington 98499 Subject: Renton Sand & Gravel Dear Bruce: The Department of Ecology (DOE) has reviewed the shoreline submittal for Renton Sand and Gravel and found deficiencies in the site plan and cross sections. Renton Sand and Gravel has been copied by DOE with the letter noting the lack of items. They have set an April 6 deadline for receipt of the additional items. As you are the applicant listed for Mr. effort to comply, I am writing to you. will transmit the revised or additional have those noted items by April 3, 1990 deadline. If the revised plans are not received by this office, by the 3rd of April, then we will assume you do not wish to proceed with the shoreline process. If we do not receive the plans, then we will require that the use be abated by April 30, 1990. Yours truly, /4 Moira Carr Brads aw Associate Planner Enclosure cc: Douglas Buck City Attorney PHONE N (2061433.1800 Gary L. VanDosen, Mayor Buck, in this most recent The City of Tukwila plans to DOE, but must in order to meet the -1(40,94.1viU11. : 541.0" '!$:141,441Y�f1GPH+∎n A' a. . ue.• x+ v��avax<. zn+ m�vi ru.... teaw uanwoaiaxdaxtttavnero*s1zi+�o .x�.nsra.d. tienritAVt :$:'aS.gg6u.? ` Renton Sand & Gravel Site - D.O.E. Recommendations: 1. Site requires a State Waste Discharge Permit (from DOE Regional Office) for discharge of contaminated runoff to the groundwater. [i.e., detention pond] 2. All fuels and chemicals stored on the site must be equipped with secondary containment. 3. Permanent sedimentation and erosion control must be installed to prevent contaminated stormwater from entering the Green River and all surface drainages tributary thereto, including, but not limited to, the railroad bed ditch, roadside ditches, and any conveyances discharging to surface waters. (In conjunction with this, applicant should determine where "pumphouse" goes and whether he can berm to railroad track; also, size of detention pond for the site should be checked.) 4. Applicant must submit above for Department approval in conjunction with State Waste Discharge Permit application prior to issuance of shoreline conditional use permit. 5. Vegetative buffer is required for a distance of at least 25' back from top of bank to consist of climatriparian vegetation: pre- dominately cottonwood, willows, alternate leaf dogwood, salmonberry, etc. 6. No piles of material or mixing of materials or unstable slopes (,1:1) will be allowed within the 40' River Management Zone. Detention facilities and erosion control measures would be allowed in the River Management Zone. Vsb' ii:. TviFA. H: Y. t7MNY 'S,tHt{.aPfiCi• i�Y:' Cr91AfS} 3L.. i. NC iVR.. taR: xiat: ttxrarsnn9. L^.` RCt extrr. �fmncx +ae++.ri.nxmtrvd.4m.cww.nw,u reaxuaxr R+resMZS Mr. Rick Beeler Planning Department City of Tukwila 6200 Southcenter Blvd Tukwila, WA 98188 Dear Mr. Beeler: JS:so Attachment cc: Renton Sand and Gravel STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206 459 -6000' March 7, 1990 ILIPOR 0 9 1990 ( r Re: City of Tukwila Permit #87 -8 -SMP Renton Sand and Gravel - Applicant Shoreline Substantial Development /Conditional Use Permit #1990 -10955 The subject Shoreline permit was received by this office on February 12, 1990. The review period will not begin until we receive a complete filing of the following material as stated in WAC 173 -14 -090. Affidavit of publication; site plans (see attached.) Please send us the needed material on or before April 6, 1990. If we do not hear from you within this time, we will return this permit to you. Thank you for your assistance in this matter. Sincerely, Jo Sohneronne Permit Coordinator Shorelands and Coastal Zone Management Program SITE PLAN. Include on plan: (11) Proposed ground elevation (III) Height of existing structures (iv) Height of proposed structures (1) Site boundary (2) Property dimensions in vicinity of project. V (3) Ordinary high -water mark. ( 9& c / (4) Typical cross section or sections showing: (1) Existing ground elevations elc1617z7, ( m»oo6/4 4 &L)7`2e: SAvo t) /N 6a :Seems e rA `ijd A) /7? 4-k iAi Uri Ale plc /" -C 4,kr ,'/J /9( -",,-�C-E GJ/ Q74 c'_& ?,J r2zJ¢J (5) Where appropriate, proposed land contours using five -foot intervals in water area and ten -foot intervals on areas landward of ordinary high -water mark, if development involves grading, cutting, filling, or other alteration of land contours. (0.5:1 //t/6 ✓(6) Show dimensions and locations of existing structures which will be maintained. (v'-r aAJZ -ASS' G (7) Show dimensions and locations of proposed structures. 6 E6.0142 6. ",* 2e)J (8) Identify source, composition, and volume of fill material. (9) Identify composition and volume of any extracted materials, and identify proposed disposal area. (10) Location of proposed utilties, such as sewer, septic tanks and drainfields, water, gas, electricity. ( /,c /,,Vy /Ale 6.114-) 4 ,J6 1.,/4- ` J (11) If the development proposes septic tanks, does proposed development comply with local health and state regulations? (12) Shoreline designation according to master program. (13) Show which areas are shorelines and which are shorelines of state -wide significance. City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Shoreline Management Act of 1971 REVISED PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT CONDITIONAL USE OR VARIANCE Pursuant to RCW 90.58, a permit is hereby granted to: DOUGLAS M. BUCK to undertake the following development (be specific): MIXING, SCREENING AND STORAGE OF TOP SOIL MATERIALS THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. POLICY 2 :(P.4.2) File Number: 87 -8 -SMP Approved XX Denied Date: JANUARY 29, 1990 Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: SEE ATTACHMENT "A" FOR CONDITIONS OF PERMIT TYPE OF ACTION: [[ Substantial Development Permit > Conditional Use Q Variance upon the following property (legal description, i.e., section, township, range): 1602 MONSTER ROAD (VACATED) SW 2 24 -23 -4 BOUNDED BY GREEN RIVER, INTERURBAN AVFNUF, 905 RATNTFR AVFNUF S GRADY WAY & RIIRIINGTON NORTHFRN RAIIROAD ROW The following master program provisions are applicable to this development (state the Master Program sections or page numbers): POLICY 4 (P.4.1) • inil'n:l :....v,.1.'1'.'.�':: �..? ''- 1.Y`. <l�•!C�:i!t7�'a:'+i:7.: u'P':7, "U;l This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the per - mittee fails to comply with the terms or conditions hereof. CONSTUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN THIRTY DAYS FROM T E"• OF SUCH ��.� FILING HAVE TERMINATED; EXCEPT AS PRO IN RC ; :I.58.140( )(a)(b)(c). `�7 %irec or, arming epartment /pate Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. THIS SECTION FOR DEPARTMENT OF ECOLOGY USE ONLY IN REGARD TO A SUBSTANTIAL DEVELOPMENT PERMIT WITH A CONDITIONAL USE OR VARIANCE PERMIT. DATE RECEIVED BY THE DEPARTMENT : APPROVED (date): Development shall be undertaken pursuant to the following additional terms and conditions: PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT Page 2 DENIED (date): This conditional use /variance permit is approved /denied by the department pursuant to Chapter 90.58 RCW. Date (Signature of authorized Department official) cc: Applicant, File, D.O.E. (25 /SHOR.PMT) a+�.Y ilr�ywt �P` kr: �. F, �i+ ti+�;.H�.t�ir�kfA�t.'Ybi0Li�2NpG rwL. CYEI�II eLtlfnersN�anwY: wa. w. iw«. w. wrwwrxbnncrrllrxtMNn�MMttwaa9s !mc�ulNUA�MMYr:mVIwMHUety ucmn +.iaieni:regMWRIIMGiEaLSA S. reinnifirwei ffi!Y IMOVAV t iii.: . ATTACHMENT A 1. Obtain a State Waste Discharge Permit 2. No Fuels and Chemicals stored on site 3. Vegetative buffer will be planted with riparian vegetation (i.e., cottonwoods, willow, salmonberry). 4. The pile height be maintained at its existing height because the firm was recently annexed into Tukwila from Renton. 5. The storm drain plan shall be designed to accommodate the entire use. . The evergreen landscaping shall be increased to five feet in height at a minimum 20 feet on center. 7. Eight -foot opaque fencing along the eat property line and along the west side of the use north of vacated Monster Road is required. 8. The fertilizer pile must be covered at times it is not being used. ::St�,;c..,,_: f..: �:. k3, +.:.:a�.'.c:..tr.,.r;,i,.,.. «<., ,.,..,...,..... ........._......_._._.... -..... , ..•...+.,....,-.....,., �...... .e..,.- ....�.�w.....�... o.....,:h N.:,Wii 3,V) c1r�,vvvfL__ / //x,A'/ 7 fob S7� s� ef- of .57: S?774 /.■ e . 0 09.01 0 "lt E w/ V' i v. ...� /r � -f� 2/4/ j-// ff�S % /33 4 ,7..e/ — 05 /4 / ) / /1 /7E.r�v�f�//i/ of 7/F /4e OJr j //f SLt? ?f 7 �n F,oc.sinW/ / .5 G'F So /L S •/ - S To /72/7.4 ?ems s So/� S/ 7t /S //S/ /Pe ' l./,/ O� S Tp VS/ /:/f/ /r/c,PF C A3 - - T/F 5 ' %F /S of fi -› �S )/ - /Y7'vA' S/J //n 6i1- /), - 1 ./'/7// y W / / /lf/ / //!S S/ 7E /A/ 7'7// /; - c YE / "/i , /4' 6 /t S 7"/ (7f9 7' /c> iY n r 7 /e Syo� � • - 571 // G-/ e 7/ S' ,4 2 n en.s cr . 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IIIIIIII II IIII IIIIIIIIIIIIIilI :;Illlllllllulll Iii1;1!1!?IIIII 11�III�uIlIII11I1I111E�s1111II11I1I11► Illlu;�;`II;:! �IfitIIi1111111Illlllllll ►Illllllllllllll,tllll IItiI,�1! IIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIII� .IIIIIIIII 11111111111111111111111111111111111111111111111111111111111 .11 • � TEMPORARY SEDIMENT PONDS - NOMOGRAPH 1 (RUNOFF VOLUME) TYPE 1A STORM AREA �'1 � 1P-911111111M1'111114 -:'� •�Yif..V,11111 /1lN ))l)1 Iml a'•h';i!lNiP;::;;; Aum •1,' i�l' ;; 11:1 ,41111 'I'Ii M N : ; ! ' 1 1' 11:1.. tip wge•i,u Ni �4` f i iii III :: IIISSIN Winiffitillinhi:!teig um I: NCR I#Illil IIIhki: • 1 . MINININ II :. , Im n011111 l RI I • MIM W�, hil+t I :11111011111.:175 '' '' III �li'iI�Nl MIS ' _ '� 1111 11 IINUm 1111 !'' ! MI I' I �llllh1llul �,ti, IIII IMU�II ! I R 1 ;' 11111111111111 l NMI gilli.: : 1 1 il;l _.. .L !urn D OP B HYDROLOGIC SOILS GROUP • 90- RS 55- A I-.- == —= = —MI SS= MEIMISMIN:21. rag 85 WHAP2M la rd -75 — • — — -. - --= -- 111FEREMEMI .6:4= FAEMICOMMEll 1= Fl ' F MPME= IgP — REIMMEME IRE IMMO - 90 70- - -70 -65 60 - 60[ -5,5 . 500 - 1000 • H /500 - z 0 2500 - a Et:M.0 ca 4500- 0 N 5000 43. .5 I.0 1.5 2.0 2.5 3.0 RUNOFF - INCHH SO.. 1 ■ 1 ■, • Will �t:r.,., i::h�:.., .;v1 �.��......+.. /:.. wr...r.a.e. ar..� w-... v.........- � ............. w..... w... n.... �v.. 9. �......,. �..............-.... w .......�+.�.r........rt.m*.nrvanf .nr..- ...- w�.....wiwe. oe./ Jen Slops Lsngin an F. a' ro 1/ 60 P.C.F. per Ft. C5 300 " BARE GROUND (C P = 1.2, & R= = 1.0, 10) r1r 3$0 0 M 4•I w TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SED (NEWT VOLUME FOR DETENTION STORAGE) /0.0 .... . r - _ r/C• _ 11° 4 1011 - ; °ERJC'? I 1 I. r#Off .0(0 .04 .02 0 .w /00 v I m 200 r ..-• - r — - . .. /0 20 30 10 EROSIO TONS PER ACRE (E = R SCP) J • �v�..1.-tP- � tlIVO . -4.. I 1 -*— . T�- f • • • 1 • ' ' i. • f`M I.. C :4.t1. 7 +. _ mlm ■�� ■ ■ UE ■a■ • ammaamao ■ ` ■ , • ••.; =_ �d� ■ ., . • , • II =if . —!-- - �el� a �g ova I ■ ■ WRI ; ;Q�i���1� ■ as 0 II Wig; a:imIN m a� ■$ I ■■■ r■a ■ . . ■o■■■a■aOo M M ■ ■ma■ ■■■m■■m■m■ ■■■■■■m■■■ ■ ■o ■m■■a■r■rrr■ 'm ammaia..aaam MI M MMaaaaa � ..■UmaU■■.. . . fw . 110 1 4100 1 100 1 i u.. ■ 1 ■, • Will �t:r.,., i::h�:.., .;v1 �.��......+.. /:.. wr...r.a.e. ar..� w-... v.........- � ............. w..... w... n.... �v.. 9. �......,. �..............-.... w .......�+.�.r........rt.m*.nrvanf .nr..- ...- w�.....wiwe. oe./ Jen Slops Lsngin an F. a' ro 1/ 60 P.C.F. per Ft. C5 300 " BARE GROUND (C P = 1.2, & R= = 1.0, 10) r1r 3$0 0 M 4•I w TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SED (NEWT VOLUME FOR DETENTION STORAGE) /0.0 .... . r - _ r/C• _ 11° 4 1011 - ; °ERJC'? I 1 I. r#Off .0(0 .04 .02 0 .w /00 v I m 200 r ..-• - r — - . .. /0 20 30 10 EROSIO TONS PER ACRE (E = R SCP) J ■ ■ m • mlm ■�� ■ ■ UE ■a■ • ammaamao ■ ` ■ , ,1 . ■im■�iit dim ammo■ III I II `� : : - - �el� a �g ova I ■ ■ WRI ; ;Q�i���1� ■ as 0 II Wig; a:imIN m a� ■$ I ■■■ r■a ■ . . ■o■■■a■aOo M M ■ ■ma■ ■■■m■■m■m■ ■■■■■■m■■■ ■ ■o ■m■■a■r■rrr■ 'm ammaia..aaam MI M MMaaaaa � ..■UmaU■■.. . .Ma`maa■am•aaim i a` a aa.umm �t:r.,., i::h�:.., .;v1 �.��......+.. /:.. wr...r.a.e. ar..� w-... v.........- � ............. w..... w... n.... �v.. 9. �......,. �..............-.... w .......�+.�.r........rt.m*.nrvanf .nr..- ...- w�.....wiwe. oe./ Jen Slops Lsngin an F. a' ro 1/ 60 P.C.F. per Ft. C5 300 " BARE GROUND (C P = 1.2, & R= = 1.0, 10) r1r 3$0 0 M 4•I w TEMPORARY SEDIMENT PONDS - NOMOGRAPH 2 (SED (NEWT VOLUME FOR DETENTION STORAGE) /0.0 .... . r - _ r/C• _ 11° 4 1011 - ; °ERJC'? I 1 I. r#Off .0(0 .04 .02 0 .w /00 v I m 200 r ..-• - r — - . .. /0 20 30 10 EROSIO TONS PER ACRE (E = R SCP) J SOIL Aiderwood Barnestone Bellingham Bow Briscot Briscot Variant Buckley Chehalis Cinebar Dupont Everett Greenwater Harstine Indianola Kapowsin Kitsap McKenna National Neilton NisquallY Norma Orting Pilchuck Puget Puyallup Ragnar Reed Sunman Semiahmoo Shalcar Snohomish Spans Spanaway Sultan Tacoma Tanwax Tisch Wilkeson *None, except moderate EROSION CONTROL CHART FOR TEMPORARY SEDIMENT PONDS EROSION POTENTIAL Slight /Severe None /Severe None /Slight Slight /Severe Slight Slight None Slight Moderate /Severe None None /Moderate None Slight /Severe Slight /Severe Slight /Severe Slight/Very Severe None Slight Slight Slight None None None/Moderate* None Slight Slight /Moderate None /Slight Moderate/Very Severe None None Slight None Slight Slight None None None Moderate/Very Severe on streambank cuts. HYDROLOGIC GROUP C A C C B B B-C B B D A A C A C C D B A A B-C C A B-C B B D C D D D B A B D D C C APPENDIX DETAIL #25 K- FACTOR 0.20 0.10 0.24 0.24 0.55 G.1 0.20 0.37 0.20 0.37 0.24 0.10 0.28 .10 . 32 .28 .24 .24 .24 .17 . 10 .10 .37 .32 Most crops respond to applications of nitrogen, phosphorus, and potassium fertilizers. Legumes benefit from applications of agricultural lime. This Alderwood soil is suited for the production of Douglas -fir. It is capable of producing annually 155 cubic feet (CMAI), or 700 board feet (Scribner rule), per acre. This soil has few limitations except plant competition, which prevents adequate restocking, either natural or ar- tificial, without proper site preparation. Except for some matting of roots because of the dense substratum, root growth is normal. Windthrown trees are common. Because of its proximity to urban centers, this Al- derwood soil is subject to urbanization pressure. The soil has an inherent ability to support a large load. Soil slope and the weakly cemented, compact substratum are its limiting features. In areas of moderate to high population density, onsite sewage disposal systems often fail or do not function properly during periods of rainfall in winter. Excavation for basements and utility lines is difficult. Topsoil needs to be stockpiled subsequently used to cover excavated soil material. Capability subclass We. 1 ' • 1 1 e • • I . • slopes. This moderately steep Alderwood soil is moderately well drained. It formed in glacial till on the broad uplands. Vegetation is hardwoods and conifers. Elevation ranges from 200 to 800 feet. The mean annual precipitation is about 35 inches, the mean annual air tem- perature is about 50 degrees F, and the frost -free season averages about 180 days. Individual soil areas are long and narrow and are along drainageways. Most slopes average about 18 percent. Included with this soil in mapping on the lower portions of slopes are small areas of Everett gravelly sandy loam, Indianola loamy sand, and Ragnar sandy loam. In a typical soil profile, a mat of undecomposed needles and wood rests upon a 1 1/2- inch -thick very dark grayish brown gravelly sandy loam surface layer. The subsoil and the upper part of the substratum, to a depth of .10 inches, are dark yellowish brown, brown, and dark grayish brown gravelly sandy loam. The lower part of the substratum, to a depth of more than 60 inches, is weakly cemented, com- pact glacial till. Reaction is medium acid. Water is perched above the very slowly permeable, weakly cemented, compact part of the substratum only for short periods. It flows on top of this dense layer to seeps on the lower portions of these moderately steep slopes. Very few roots enter this layer except through cracks. The available water capacity is low. Surface ru- noff is medium to rapid, and the erosion hazard is moderate to severe. Most of the acreage is woodland. The rest is in wild pasture and urban uses. This soil is suited for the production of Douglas -fir. A fully stocked, even -aged stand is capable of producing an- nually 155 cubic feet (CMAI), or 700 board feet (Scribner rule), per acre. Plant competition prevents adequate restocking, either natural or artificial, without proper site preparation. Windthrown trees are common. Conventional PIERCE COUNTY AREA, WASHINGTON 7 methods can be used for tree harvest but may be limited during rainy periods. Soil losses are minimized by use of special erosion control practices. This Alderwood soil is limited for homesites because of the moderately steep slopes. Excavation involves ripping the weakly cemented, compact substratum. The topsoil needs to be stockpiled and subsequently used to cover ex- cavated soil material. A site preparation system that con- trols runoff and maintains the esthetic value is needed. During the winter and spring rainy season, septic water from onsite sewage disposal units may seep at points farther down the slope. Capability subclass VIe. 2A —Aquic Xerofluvents, level. These soils are somewhat excessively drained to poorly drained. They formed in unconsolidated alluvium along major and minor streams throughout the survey area. Slopes are 0 to 2 percent. Vegetation is deciduous and coniferous trees. The mean annual precipitation is 25 to 90 inches. The an- nual temperature ranges from 47 to 53 degrees F, and the annual growing season ranges from 160 to 200 days. Included with this unit in mapping are small areas of Pilchuck fine sand and Riverwash. No one profile represents this unit, but one of the more common ones has a surface layer of very dark grayish brown silt loam to a depth of 10 inches. The underlying material to a depth of 32 inches is very dark grayish brown fine sandy loam, loamy fine sand, and silt loam; to a depth of 60 inches it is dark gray and dark grayish brown loamy fine sand and gravelly sand. Reaction is neutral. Aquic Xerofluvents are used mostly for woodland and wildlife habitat. Along major streams, these soils are pro- tected from periodic overflow by levees. In places they are used for wild pasture and recreation homesites. Red alder, black cottonwood, Douglas -fir, and western redcedar are dominant trees. Where these soils are cultivated, grasses and legumes need to be established as a permanent cover crop. Orchardgrass and white clover are suitable for pasture. Mowing controls weeds. A suitable rotational grazing system produces more forage than continuous grazing. Eliminating grazing in late fall allows for sufficient regrowth. The primary limitations for timber production and urban development on these soils are a high water table and the frequent flooding from runoff in winter and spring. Water accumulates behind levees as a result of ru- noff from nearby higher areas or as a result of seepage beneath levees during periods of high streamflow. Some windthrown trees may be expected because of restricted rooting depth. Capability subclass VIw. 313 — Barneston gravelly coarse sandy loam, 0 to 6 percent slopes. This nearly level to undulating Barneston soil is somewhat excessively drained. It formed in gravelly glacial outwash under conifers along the foothills of the Cascades. Elevation ranges from 500 to 1,200 feet. The annual precipitation is 45 to 70 inches, mean annual air temperature is about 49 degrees F, and the frost -free "R1GNT ,7qo .sNol¢EUm E1uVueouuEoT 4 ,Do 60 WRON6 4. 1 S yo 9..•• t4s. 141W P.laNt BALDWIN 6 -2255 .. �..[ha_ +w•nv�wa��ttr.c.[.�t.c.. v.FiYV.v� _ +�[vti::T[ExC+kTJA[L.rt "A'! .e�vmn +n.`nA Wil Renton, Washington 98055 I)) 12e)AfOrAt° � et !c It-QA 905 Rainier Avenue South Post Office Box 2E1 dos— G►rreeN li.v tr� �- --- - 2o Ja S o ,hs le-- 14 cA7 Y 4o 1g vA rL I "ietl ea# P ife4 or ,4414570 APAI, N ..,w J 1967 f E. — p-az --->.. 4 T / 0 iii' 1 o Io • It Aeri 1%0 a6 3 a D• et So,L. D � 1 4 c4o' i r 2z"1. i ' . k‘ 1.-4 I 9b6 3 - Riu r o • e iff AC. %VP *4V 3 0P 7 6-rat I 3 S "9t 7j O tt reV 7J N m 'd r 7/ r u, d w ('/1 )' / j Hr • T I I ;• 9r 1a 1 7 4 I :// 62 : y /Ay "NW/ cam/ S mry 7 ? JI b cY a, /'ry pis N of N rm — 4 Iv PlicY J10•4 1111•11Ir •INIPPIT a +rte MI let taall•I � � LEGEND INTERSTATE HIGHWAY STATE HIGHWAY RIVER MILES FROM MOUTH STANDARD PROJECT FLOOD (SPF) 10 YEAR AND 100 YEAR FLOOD 9000 CFS NOTES 509 PROFILE COMPUTATION S' LOCATIONS IMO CROSS SECTION STATION SCALE: ONE INCH = 1000 FT. o loon soon AERIAL PHOTO TAKEN AUGUST, 1985 CFS INDICATIONS ALONG LOWER EDGE OF GRID REFER TO 100 YEAR FLOOD VERTICAL SCALE: NATIONAL GEODETIC VERT- ICAL DATUM (NGVD) SUPPORT INFORMATION FOR 10,100, AND STAN- DARD PROJECT FLOOD (SPF) PROFILES IS IN APPENDIX B OF PUMP OPERATIONS PRO - CEDURES PLAN. INFLOW ASSUMPTIONS ARE SHOWN IN APPENr DIX B OF PUMP OPERATIONS PROCEDURES PLAN FLAW IN PHOTO AT RIVER MILE13 DUE TO GLARE ON ORIGINAL AFRTAI PwnTn MrnATvvr . „ �� r � ..•, ns.; J�J. ��4. v' l�S' ��: �t�' cr�Yc4' S` kSCYC' �i, f« litf3��,:+: tc2n�' Civ. �. . CNin�. s: r:. t�ao�r.: 9xrruw:.. c, a«,.<.+ rorx. 4vaavr�. vrvwaw> ma+ uasnw. �+, as.+ ca�nw, r+. �.. w.,..+, �.....,,. �..,: �.....+.. ehti c4.. w.. a,. ecar± rzaC. asrkr. Se. L* Mi s�" u.' b � R 4 t:. 1 : CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA. WASHINGTON 08188 August 15,1989 Bruce McaVeigh 14245 59th Avenue S. Tukwila, Washington 98168 Subject: Renton Sand and Gravel Dear Mr. MacVeigh: /'HONE N (2061433.1800 Gary 1.. 6anDusen, ,Stayar At our last conversation, you indicated that you were working with the Union Pacific Railroad Company regarding the use's encroachment on the railroad easement. I am afraid that due to the illegal status of the use (operating over two years without permits) and the lack of progress with the railroad company, you must revise your application and relocate the fill dirt outside of the easement. Please submit denote future Thank you for Sincergly, Moira Carr Bradshaw cc: Douglas Buck revised plans by 24 August 1989. Your plans could expansion area pending U.P. approval. your efforts on this matter. Citti of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 April 17, 1989 Mr. Bruce S. MacVeigh, P.E. 14245 59th Avenue S. Tukwila, WA 98168 SUBJECT: RENTON SAND AND GRAVEL Dear Mr. McVeigh: I have received a copy of Mr. Frazer's letter approving a Flood Zone Control Permit and Temporary Sedimentation Control Facilities. The outstanding issues to be resolved are: 1. Does the applicant have an easement to use railroad right - of -way for his use. 2. Please indicate where the "pumphouse" will be located. 3. The 60 -foot low impact zone needs to be accurately indicated on the site plan. 4. The "heavily revegetated landscape berm" shall be with native materials such as salmonb&rry, cottonwoods, alternate leaf dogwood, etc., for 25 feet back from top of bank. 5. The use was approved subject to the east side of the development being screened with an eight -foot tall opaque fence and 6 -foot tall evergreens, 20 -feet on center. The above items may not need a revised sheet. Please call me at 433 -1848 by April 24, 1989 to discuss closure on the permit. Yours very truly, 'Moira Carr Bradshaw Associate Planner r,� 1LPiwa:i..i'�i, F4 -z_. '5y`.•, ..,. April 11, 1989 Dear Bruce: Bruce S. MacVeigh, P.E. 14245 59th Ave. South Tukwila, WA 98168 city of Tukwila PUBLIC WORKS DEPARTMENT 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -0179 Ross A. Earnst, P.E. Director RE: Renton Sand and Gravel - Flood Zone Control Permit - Temporary Construction The Public Works Department has reviewed and approves the subject site improvements to your development per the sedimentation control facilities plan and FEMA's review letter (Lawrence P. Basich, P.E., stamped March 15, 1989). The City views this sedimentation control facility for Renton Sand and Gravel as a temporary facility only. At the time of a future permanent development a new flood control zone permit process shall be applied at this development. You are requested to call Becky Davis, Permit Coordinator (phone number 433 -1851) to have the following permit prepared and issued: 1. Flood Control Zone Permit - Temporary Sedimentation Control Facilities (Permit fee = $50.00) If you have any questions do not hesitate to call me at 433 -0179. Sincerely, Phil Fraser, Senior Engineer Enclosures: 3 xc: Larry Basich, FEMA Jerry Louthain, DOE Becky Davis File: Renton Sand & Gravel Development r..c :rr7r 4ik. :1,k:i•;.•= ::0!.N.it:ftc le.E."tf.0 :41.": wxna..11A No,tt+.n;CN2::•YL?iril 4 :1•747:.alYZ`_926 . x;.e ,Tatg o%Mfr .13.M • ,ti's , 'i 1889 f CD :DIBR 11 R IITOU.8AO . .,WC l: ,:-: : {1w;iW.Jg w aygtm,74]m ti 7Ny Dear Mr. Frasier: f.1 ;FG'LOaMa.ia (w Federal Emergency Management Agency Region X Federal Regional Center Bothell, Washington 98021 -9796 I t- re i1p Mr. Phil Frasier City of Tukwilla 6200 Southcenter Blvd. Tukwilla, Washington 98168 RE: Renton Sand and Gravel - Impact of topsoil mixing operation on Duwammish River Floodway We were visited on two occassions by Mr. Bruce MacVeigh concerning the above mentioned subject matter. The last meeting was on March 15 of this year, and we thoroughly discussed the situation. We reviewed the plans, "Sedimentation Control Facilities for Renton Sand and Gravel" dated September 1988, (Revised February 14, 1989), with Mr. macVeigh. As a result of our review, we find that the berm that was constructed in 1988 surrrounding the property, is not located within the regulatory floodway of the Green River. If there are any questions regarding this matter, please do not hesitate to call me at (206) 487 -4703. cc:: Jerry Louthain, Department of Ecology Mr. Bruce S. MacVeigh Amaares..Mhtlift ATvWA1M aJtV> sil..tiMeaTitan:Ypitwae.i..t.C. ictiCIVivnhuT":e....s. 1. a(l$9l?_3`V VIA. 3iAI MI XT:.`, 4*.:4J{iG'T.:rZOV:11AwlfP4.9zr RY.Y.amtroator Sincerely, 1 d Al. tti.t'• ' Al.- Au • Lawrence P. BAsich, P.E. Natural and Technological Hazards Division MAR 17 1989 PUBLLC wur., • „_�.ritae'.,•vi<:. , .+...� �..viti),Ci'I:x. ++ • v• ZONE AE ,\ ZONE X -1-• -• l ` 4 ' .r ZONE X ,) Soo ZONE AH • \ Aft 0:01A • nerWA 4/.1 • '•.X; .:; s? �" �1i.:. �: fi'.` t�..i viYa°,5 5.'« f:'!' x`{ 2Yt..+.. �•: �:; i:" �R ,.a,'...:'rE'.'zA�......C� ?._s3 ..�3.�.t�;tE�(r�+ ek ��. .... iii. i� • , r".' ii7 ZONE AH \ 1E:. 791 • /I ZONEX /#' AV000 A /r444 P E , 4 4 ; • , 9 ' 4 / • i` SITE • • A AION.9004, /987 1• (i) fre,a ZONE AH 41/40 At flAsE poor- ZP, ZONE AE PariZ ea) SPost. \Pit e , ' 1 1 < I1 it. : I • - Bruce S. MacVei ':i, P.E. - Civil Engineer 5515 STEILACOOM BOULEVARD S.W. TACOMA, WASHINGTON 98499 (206) 581 -6107 14 February 1989 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Mr. Phil Fraser Reference: Renton Sand & Gravel - Flood Zone Information Dear Phil: On January 12th I met with Larry Basich, F.E.M.A. and discussed the Duwamish River 100 -year flood elevations vicinity this project. Checking 1987 flood boundary maps and associated tables he determined that the elevated flood zone did not intrude measurably beyond the currently existing berm. As such, the topsoil storage and existing berm are not considered as within the 100 -year flood zone. As a check, the table of 100 -year elevations was compared to contours of the current topographic map. The table shows an elevation of between 21.1 and 21.5 at the site. Plotting on topographic map shows this elevation as substantially forming the base elevation for the berm. This and the referenced plan view of 1987 lead to the conclusion that the recent construction of the berm did not impact either the width of the established base flood zone and that it did not ident- ifiably affect the cross - sectional area (and thus carrying capacity) of the river at flood stage. Attached are copies of all referenced F.E.M.A. documents. Also, attached is the evaluation of rip rap rock sizing for the base of the berm, as added during the most recent revision. Thank you for your assistance. Sincerely, BRUCE S. MacVEIGH, P.E. CIVIL ENGINEER cc: Renton S & G r.Y.,41:`,,,SlinT ?f rrc_'f4h:.'ti'Z::1.�Rk: - ^'i A=LT:' Sy7 'l�r.. '1�:kYl:l"..fJMI:}n:# -•tae Tty ., 14245 59TH AVENUE S. TUKWILA, WASHINGTON 98168 (206) 242 -7665 RECEIVED FEB 16 1989 TUKWILA PUBLIC WORKS : 30 • is / !. ■ Refer to the f LOUD INSU IvoriCE RAIE MAP EFFECTIVE date shawl on this tnap hi determine %hen Ittudrial rates apply to 41...lives 01 the nines *heft, elevations ti depths nor been coati lo determine if flood insurance is available, contact an Insurance 'gent or call the National Flood !moraine Pe011farn at (300) 033 6020. • I ! • ;. • i • NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE KING COUNTY, WASHINGTON INCORPORATE PANEL 328 OF 650 CC1041 .e'11411 1 :•• 6 1*I i 0% 0 VIINICII0PCaal I 0 &INAS PANEL LOCATION RATE MAP AND D AREAS "41..1M5fR PANEL :•-• al;1 UM!. 0341 S33011 "%;:t SW /IX MAP NUMBER 53033CO328 EFFECTIVE DATE. • ,• , L.• ...a, • • V) '4F .b' V ZONE AH iFI. 23 • ZONE AE ' 'k\ . ZONE X ZONE X ZONE X Soo 40 . V/Z: ...................................... • Ir•of. • "\ c yC., • \ .t. \\.,',\. el \ '\ PI INA 3 3 0 a • \ a: !'-. 0 -- - P .r....- • --.1., < 2-- .-1* • ' ' • r 4 v• A l 0 X' • .../. — • / a . `.. • 1•% R1:1 '3 3 .t SITE 40 1 ' \ ‘ .• I ( . 1/ e . , • • .• r ' \ ZONE AH '14 !Et la, A W '..;.. ...„ •., ......... !,T;IEET i t/ it f‘' ,' ■ , , , _11. • • • -•• ..--.-7:77-... ZONE AE ZONE X ilf NOON t'.AS'i•A'A•! 4 rPi V. 24 • ZONE AH IEL 50) 11 { :.r::.'r rss:; ..,• r., n;,., re. n,: .�a��nrrs...,.:.�:t"ra�;ea�.2a. ��? a t. M: es:^ _e; S!,i •Year r l,od EEc•.n..ar - -Year Flood Boundary cone Designations 100 -Year Flood Boundary 500 -Year Flood Boundary Base Flood Elevation Line With Elevation In Feet•• Base Flood Elevation in Feet Where Uniform Within Zone•• Elesation Reference Mark Zone D Boundary River Mile ;.:I: TO MAP ZONE EXPLANATION NOTES TO USER (EL 987) RM7X .M1.5 ••Referenced to the National Geodetic Vertical Datum of 1929 EXPLANATION OF ZONE DESIGNATIONS A Areas of 100 -year flood; base flood elevations and flood hazard factors not determined. AO Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; average depths of inundation are shown, but no flood hazard factors are determined. AN Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; base flood elevations are shown, but no flood hazard factors are determined. Al -A30 Areas of 100 -year flood; base flood elevations and flood hazard factors determined. A99 Areas of 100 -year flood to be protected by flood protection system under construction; base flood elevations and flood hazard factors not determined. B Areas between limits of the 100 -year flood and 500 - year flood; or certain areas subject to 100 -year flood- ing with average depths less than one (1) foot or where the contributing drainage area is less than one square mile; or areas protected by levees from the base flood. (Medium shading) C Areas of minimal flooding. (No shading) D Areas of undetermined, but possible, flood hazards. ✓ Areas of 100•year coastal flood with velocity (wave action); base flood elevations and flood hazard factors not determined. V1 -V30 Areas of 100 -year coastal flood with velocity (wave action); base flood elevations and flood hazard factors determined. Certain areas not in the special flood hazard areas (zones A and V) may be protected by flood control structures. This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flood- ing, particularly from local drainage sources of small size, or all planimetric features outside special flood hazard areas. Coastal base flood elevations apply only landward of the shoreline shown on this map. I or adjuinins map panels, see separately printed Index To Map T 1 Miles Above Mouth FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) FLOODING SOURCE FLOODWAY SASE FL000 WATER SURFACE ELEVATION CROSS SECTION DISTANCE1 WIDTH OEM SEC TION AURA (SQUARE FEET) OMAN VELOCITY (fUT PtR SECOND) REGULATORY WUHouT FL000WAY (Off1NGVO) I WIIM /TOOL/WAY INCREASE Green River 1.4 rta wrrrrrrrrrrwrrrw4s wr • • • • • • • • • • • • • • . • • • • • • • CO i VI CD La VI U' - 4m WO rooWD oVD CD WD aje_ (Without Levees) Cont'd 12.02 180 3,082 21.1 21.1 21.5 0.4 p 12.23 215 3,701 21.5 2T:5 21.8 0.3 12.39 137 2,546 21.6 21.6 21.9 0.3 AC 12.60 185 3,076 22.4 22.4 22.7 0.3 AD 12.72 183 3,023 22.7 22.7 23.0 0.3 AE 12.91 168 3,103 23.2 23.2 23.5 0.3 AF 13.07 175 3,015 23.5 23.5 23.8 0.3 AC 13.20 174 2,999 23.8 23.8 24.1 0.3 AH 13.38 166 2,720 24.2 24.2 24.4 0.2 AI 13.52 209 3,137 24.6 24.6 24.8 0.2 AJ 13.70 128 2,512 25.0 25.0 25.2 0.2 AK 13.93 139 2,581 25.4 25.4 25.6 0.2 AL 14.18 160 2,661 25.8 25.8 26.2 0.4 AM 14.46 152 2,856 26.3 26.3 26.8 0.5 AN 14.48 163 2,821 26.3 26.3 26.8 0.5 AO 14.68 141 2,463 26.6 26.6 27.2 0.6 AP 14.90 152 2,660 27.2 27.2 27.7 0.5 AQ 14.94 179 2,844 27.3 27.3 27.8 0.5 AR 15.14 155 3,017 27.6 27.6 28.2 0.6 AS 15.39 142 2,679 27.9 27.9 28.6 0.7 AT 15.73 161 3,112 28.2 28.2 29.1 0.9 AU 16.01 185 3,381 28.6 28.6 29.5 0.9 AV 16.33 174 2,735 29.1 29.1 30.0 0.9 AW 16.54 175 3,193 29.6 29.6 30.4 0.8 T 1 Miles Above Mouth FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) /%1A (/MUM WE /GH 7' O 'iroNE PfIEQU /PIED / ct 'Ax/MUM PIA /GE /N WE/G/-IT O= ' 7 TO/Ve;e7 W -17 Atetw e OP 75 % OF d--1TGtNE wl'4N..^■^N UM im • mm 111 1 1 1 1 1 11111 1,110 0 8 D� LUU1( ! r r r r 1 m3/5 20 I. II 1. 12 II I I 0 Dw1E rE wE/ 2 S 4' S" eorie S — �.SfE � To 8 ~F oCe 6.,,,1 es‘ > . ) ,P, c.o t) CPiEO /T : W ,'. O.07 f/YOPIAC/L_/Ce--i MA/VC/ l.� Ts. : or bottom AA/C 1.1/NG CO( /A/TY '►A //MAGI" M.1'V&A1.-- 37 SIZE' FOR l9/PRAPP/NG Try ® aE,er , n-• Al PPENO /X DE # ¢ X /Se,,c, = Z.? 3 4 /So) /cf Z3.311 x 21/C .A.. � 4 k /s o � 9 8 3 Qfl� UM im • mm 111 1 1 1 1 1 11111 1,110 ! 'w - - - - *T --,- PrOg --- i I P4:2 1 ■ 4/"..31 . . _ !II _ ,, 4 I . . r.r Sts I .. -r— ., / A im OM =1 iSS ls. Mr C.. 11. 1 . I . S.K. tfe... S1... Protect ... ... S.C. Crn 1 En. w. s Pr ec J.ee INI tit-T-1111 -. r r r r 1 m3/5 20 I. II 1. 12 II I I 0 Dw1E rE wE/ 2 S 4' S" eorie S — �.SfE � To 8 ~F oCe 6.,,,1 es‘ > . ) ,P, c.o t) CPiEO /T : W ,'. O.07 f/YOPIAC/L_/Ce--i MA/VC/ l.� Ts. : or bottom AA/C 1.1/NG CO( /A/TY '►A //MAGI" M.1'V&A1.-- 37 SIZE' FOR l9/PRAPP/NG Try ® aE,er , n-• Al PPENO /X DE # ¢ X /Se,,c, = Z.? 3 4 /So) /cf Z3.311 x 21/C .A.. � 4 k /s o � 9 8 3 Qfl� S ate(f tx mnmeu 0f t tt�{ INDUSTRIAL /COMMERCIAL WASTE DISCHARGE PERMIT APPLICATION FORM Application is hereby made for a permit to discharge wastewater to state waters or to a municipal sewerage system in accordance with Chapter 90.48 RCW and Chapter 372.24 WAC. 1. NAME OF FIRM , .V.7pic/ ..5;9/•0 v' Type of Industry (description of industrial or commercial activity) 2. MAILING ADDRESS e; ,e7pX de7t / PA7.4 W j/ r8 /5 - 7 3. PLANT LOCATION /61)0 /s5'45/ /cam ,Petv9 7 4 c #V, {.�A PHONE Z26 226-5-- CONTACT PERSON Li''c.'o 31-c-or it3.4-- /C EMERGENCY PHONE (nights, weekends) •7 0,7 9"2 4. TYPE OF WASTEWATER TREATMENT (if any) ..5 - 40/ ■'i'Ei"7'A7, w S. WASTE FLOW: (Submit on separate sheet) Describe in detail the sources, treatment and disposal of all liquid wastes at the plant. Include a schematic flow diagram showing the sources and flow pattern of all wastes. / ae t '' .F . S ,/9> .4/,9"." -S . 6. SOLID WASTE DISPOSAL: (Submit on separate sheet) Describe the types of solid wastes accumulated at the plant and list the source, volume, storage provision, frequency of removal, and final disposal of each solid waste. Include all sludges, dusts, scraps, trimmings and left -over, spoiled or re turned products. C'l S�Or /yE•v7 et/Yt >' "Age. •'T ��=�' �/ye �?C "70 d -' EL g4w'.'1 tY ♦ As P'Ec:'VieEt ?,e-^P4 4e D / /N 7. WASTEWATER DISPOSAL: Maximum Gallons /Day //V/- /L 71'4 7 /c.?N Pond /...7„5 c3 C5/4? L ! ✓/) 7E/ 1 ❑ Subsurface Ground Disposal 7 e „ ' 6:` ❑ To Surface Waterway U To Sanitary Sewerage System .. � . a wr.n...arw.4..xiaG . r nx rt't �::•t4'.::5, ;a„,r ".�. �' I r�v iv .:704? 64 c-* — .(name of waterway) For Office Use Only Date Received Application /Permit No. Type of Industry Waterway Segment No. tn.2 ^ ;I;c :'... �';�„ �`�: }',` °{ Y '•�'':`;ii4;. rLi`-tii� "^i� ..�.. 7 /vti 1 (name of municipal system) Location of Discharge Point(s) and /or connection to municipal sewer system: (Include latitude and longitude) n/S// 7,e/' 7/ UN W - 5 / ?C ' J rtY/Fre A? DJ), #:� �► �1iv��/� /� / s/ ' ‘' F.2 ECY 040 -2 -52 Des, GM E c pFR k /H /i er can/ y y /y! 7/10 r) 5 . I - /9 >7'Arfd 6 ('/fit C L e A 7/ es/-eS. t n. i' Lt . F�. i�: r,' t: isi�: D�>? ��i?.:: tiiii$.% it :i.�'S:�a�Ys�:iCri�1'a]?I.�.4�` Mir^.}! il. �„ 7I:: GFiAU.? i:..• . h: unnva. . rco-_.. w>: xne: +..ys ".;cnf✓: tt'nUYrLIS; ^wxv..m;MZC��1 8. WATER SUPPLY: C3 Private Well o Surface Water (name of waterway) Public System ei o/ P!/.rA✓ic A /�S/ �iE'�'/Q ' /1/4 dN .5"/ 7,49 (name of system) Location of private well or plant surface water intake: Section 9. WATER SUPPLY VOLUMES: Private Well Surface water Public System TOTAL /' /A 10. WASTEWATER DESCRIPTION: Sanitary Wastes Process Wastewater Cooling Water Discharge Other (Specify) TOTAL 11. EFFLUENT ANALYSIS: (Submit on separate sheet) List the significant physical and chemical properties discharged, and include a description of the sampli to derive this information. Include BOD, COD bacteria, heavy metals, etc. 12. DOES YOUR DISCHARGE CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES: cyanide, aluminum, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols. i� Yes No 13. PLANNED WASTE TREATMENT IMPROVEMENTS: (Submit on separate sheet) Describe any additional treatment or changes in waste disposal methods in planning or under construction. , Township , Range Average Gallons /Day Average Gallons /Day Recorded Water Right No. Recorded Water Right No. n a.«wmp x/ v .v"' x,i. itl:'ntm.fi:xt7L Maximum Gallons /Day Maximum Gallons /Day /.3 SOU oo of the effluent(s) to be nalytical methods used pH, fecal coliform elLt'/M0 5- -Tmee P/g T /G'e6 S - >. i? { �`�YS:Sze;tiicl(i::.'.ii;ii:u:• :�t :S:n? i; IQ':rS:'_s{+ tie °3?`.... 2 wruacuranor o m.,, , n rAA ::uc5WA .7+ AStttillH%Aie`VA L 14. STORMWATER TREATMENT AND CONTROL: Li No Treatment Treated Stormwater to /p�jt�.E'iy7io Wet -eraay ,.v cars Type of Treatment: 4 .5 - Dir0 , 6 7, Se O Contaminated Stormwater to Sanitary Sewer Size of Intercepted Area Square Feet 15. PLANT OPERATION: //0 Days per 1Par Average Maximum 16. RAW MATERIALS AND CHEMICALS USED IN PROCESSES: fri/ , Brand Name U. Are there any oil products or hazardous materials stored site? Pi Y.. ewe,. G/7-Si�E. vic /N ,eG)L / / .0t'iY 7'' — li yes, give quantities and type and indicate whether a sewer, storm drain, or public waters. Chemical, Scientific or Actual Name . ZrNtiF IMAM wktl23,Wret!+saniemn aw; Name of Waterway or Storm Sewer Type of Treatment (if any) Number of Employees per Shift Day Night Swing Quantity Used per Day Average Maximum or used at the plant -¢- A& $--4e-4 v/e �A��� T• spill could reach a 0> °6 i r 4 0/7-/ "'" 'S O/'/. Se yr_' The information given on this application is complete and accurate to the best of my knowledge. 4XMY"? Signature I Title Printed 744.-pri,9 Aix/ l'8f 9? '.`i�:cyUZ, .,.i';. ti? t' r. �1:.C:;G���.;rid..s•t. voaran�7. a�: utiz 't- x >'�.:n:ni:,�s•.3:.•�.vr�. an u,.r,a 1.4 truce S. MacVeLh, P.E. - Civil Enineer 5515 STEILACOOM BOULEVARD S.W. TACOMA, WASHINGTON 98499 (206) 581 -6107 14 February 1989 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Mr. Phil Fraser Reference: Renton Sand & Gravel - Flood Zone Information Dear Phil: On January 12th I met with Larry Basich, F.E.M.A. and discussed the Duwamish River 100 -year flood elevations vicinity this project. Checking 1987 flood boundary maps and associated tables he determined that the elevated flood zone did not intrude measurably beyond the currently existing berm. As such, the topsoil storage and existing berm are not considered as within the 100 -year flood zone. As a check, the table of 100 -year elevations was compared to contours of the current topographic map. The table shows an elevation of between 21.1 and 21.5 at the site. Plotting on topographic map shows this elevation as substantially forming the base elevation for the berm. This and the referenced plan view of 1987 lead to the conclusion that the recent construction of the berm did not impact either the width of the established base flood zone and that it did not ident- ifiably affect the cross - sectional area (and thus carrying capacity) of the river at flood stage. Attached are copies of all referenced F.E.M.A. documents. Also, attached is the evaluation of rip rap rock sizing for the base of the berm, as added during the most recent revision. Thank you for your assistance. Sincerely, cc: Renton S & G BRUCE S. MacVEIGH, P.E. CIVIL ENGINEER wcanmronomcr :0 A m.... x........ a>: rc.. x" a:^ txr: Y.,,i'= Xrt`:tk;w':710:Cc ":OP. nin.itP.Va EA • 14245 59TH AVENUE S. TUKWILA, WASHINGTON 98168 (206) 242 -7665 ISgUE I Q * lo) P.S•E• ssV Cr \ t W 46" 414 295490 VOL. 14 0 u \ 'per ( ■ o Q .4 c p O X tru C:drrr.+sAsIM'AIM AilaMtc.o.ralv,. 4 of 0 ZONE X lb' • ZONE 4^ ) ^:1 Refer to the I- LOOU INSURANCE RATE MAP EFFECTIVE date shown on Ito. map to determine when attu•riai rates apply to u+es :hr /nne.. here elevations or depths nave been e.tah I+vhcd. To determine if flood insurance is available, contact an Insurance igent or ca :I the National Flood Insurance Program at (900) n3S 6820. • • • 11f'1tu\I∎1.1I '.(.•\1.t. IN I Lt 1 500 0 (FT )ilj� I1, .lr �II[7 i' 1 .1 1 1, 'it 1111 lii•; • 1 '+ • I!I lIE� NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP KING COUNTY, WASHINGTON AND INCORPORATED AREAS PANEL 328 OF 650 CONTAINS van �ctfytSC• StlY !`:7'Sa51Y"�.7I"!`7'u''Wep L�i',•li'' j L' ?. 'J,f??i'' "+,r'nL!kY?i �iM ,h,',• ^;r".._ • •m m1, r IJV L +t• 0 1rtiINC1)RFCaATtD aetAS PANEL LOCATION YUM6ER PANEL SUFFIX ES :.Li' Oi; 530C311 0)Je 530011 +'1:8 MAP NUMBER 53033CO328 EFFECTIVE DATE: I . {:rJ•:+f.'nF:��:. Gi ?:LLf:.�t4Y':�3. •!'3'L: ZONE' AE .' ZONE X 4 I t 20 ZONE X .• ,t ; ZONE X ' • 1';�i ' k 7r r ZONE AH (EL 2 31 20 RM330 <ti ZONE AH • tEL t e) \ r 9 i ' Rm 331 ( 7,,-cy %', SITE r. '22 -1 r. ; • + r. 5t:cfET 4•.1 .RS�!•jv7?. '?�S'Y.'i: ., ^7° u'. .. .� �,.ar xq; «r.. - ZONE AE.; • ZONE X 24 O 4l Culvert SPENCER TODD ROAD NORTHEAST 7n1 zi i ZONE Al .4t�1 = <::: �k:: s4.>. ct:: r•: rir�xa. r.-<.. aw. vn ....- r..+w STREET ZONE AH (EL 50) 11 ..�w.m ..w..vyw..a.......a..;M : rxr.•;...: f.'.?t:xc,.�t': ...`': r•.S'x.°r `.'.: tr re k:'S 3 Y : ' i3� ' ^ .�;t • �... ;:�• 70 MAP :;�•Ycar rldod Bo•.n.:ay • ,-Year Flood Boundary cone Desiinations 100•Year Flood Boundary 500-Year Flood Boundary Base Flood Elevation Line With Elevation In Feet** Base Flood Elevation in Feet Where Uniform Within Zone" Elevation Reference Mark Zone O Boundary River Mile ZONE EXPLANATION ^- ---- -- 513— � -�-- -- (EL 987) RM7X •M1.5 **Referenced to the National Geodetic Vertical Datum of 1929 EXPLANATION OF ZONE DESIGNATIONS A Areas of 100 -year flood; base flood elevations and flood hazard factors not determined. AO Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; average depths of inundation are shown, but no flood hazard factors are determined. AH Areas of 100 -year shallow flooding where depths are between one (1) and three (3) feet; base flood elevations are shown, but no flood hazard factors are determined. Al•A30 Areas of 100-year flood; base flood elevations and flood hazard factors determined. A99 Areas of 100-year flood to be protected by flood protection system under construction; base flood elevations and flood hazard factors not determined. B Areas between limits of the 100 -year flood and 500 - year flood; or certain areas subject to 100 -year flood- ing with average depths less than one (1) foot or where the contributing drainage area is less than one square mile; or areas protected by levees from the base flood. (Medium shading) C Areas of minimal flooding. (No shading) D Areas of undetermined, but possible, flood hazards. ✓ Areas of 100 -year coastal flood with velocity (wave action); base flood elevations and flood hazard factors not determined. Vi•V30 Areas of 100-year coastal flood with velocity (wave action); base flood elevations and flood hazard factors determined. NOTES TO USER Certain areas not in the special flood hazard areas (zones A and V) may be protected by flood control structures. This map is for use in administering the National Flood Insurance Program; it does not necessarily identify all areas subject to flood- ing, particularly from local drainage sources of small size, or all planimetric features outside special flood hazard areas. Coastal base flood elevations apply only landward of the shoreline shown on this map. I or adjoining map panels, see separately printed Index To Map o ....r. FLOODING SOURCE FLOODWAY ` WATER SURFACE ELEVATION CI(OSSSECTION DISTANCE S ECTJON AREA (SOUAFLE FEET) MAN VELOCITY (FEETVfR SECOND) NEGULATOfIT woo FL NET I wan IUWAY NLVD) INCFTEASE Green River (Without Levees) ai:e 4?felel let MM rot MNNN N.7 111111..0 1 11111 40 t". CT%G'%01CO • • • • • • • • • • • • • • • 0 CO 0 0 CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cont'd 12.02 180 3,082 21.1 7 5 12.23 215 3,701 21.5 21 8 12.39 137 2,546 21.6 21. 9 AC 12.60 185 3,076 22.4 22. 7 AD 12.72 183 3,023 22.7 22. 0 AE 12.91 168 3,103 23.2 23, 5 AF 13.07 175 3,015 23.5 23. 8 AC 13.20 174 2,999 23.8 23, 1 AN 13.38 166 2,720 24.2 24. 4 AI 13.52 209 3,137 24.6 24.6 24.8 AJ 13.70 128 2,512 • 25.0 25. 2 AK 13.93 139 2,581 25.4 25, 6 AL 14.18 160 2,661 25.8 25, 2 AM 14.46 152 2,856 26.3 26, 8 AN 14.48 163 2,821 26.3 26. 8 AO 14.68 141 2,463 26.6 26. 2 AP 14.90 152 2,660 27.2 27. 7 AQ 14.94 179 2,844 27.3 27.3 27.8 AR 15.14 155 3,017 27.6 27. 2 AS 15.39 142 2,679 27.9 27.9 28.6 AT 15.73 161 3,112 28.2 28.2 29.1 AU 16.01 185 3,381 28.6 28.6 29.5 AV 16.33 174 2,735 29.1 29.1 30.0 AW 16.54 175 3,193 29.6 29.6 30.4 T 'Niles Above Mouth FEDERAL EMERGENCY MANAGEMENT AGENCY KING COUNTY, WA AND INCORPORATED AREAS FLOODWAY DATA GREEN RIVER (WITHOUT LEVEES) • AVM we/&H OF . RiECX///lEC) /44//v/A4vm de 4itx/fr1Lit4 PlANGE IA/ leVE/&//7" (:::" e-77 ).4//o7 Aweve OF 75% OF' .e--7 r. °8 8 8hg w w �N��� �� tiN 0 8� ooh g0), ioa u V ts g 8�� 1 1 1 1 1 1 1 M 21 26 2 12 20 16 I. 1O 12 10 • DIAMETEA vve./G1-fr 2 100 Zrof? 500 XXI° m "000 oange•x. 5 12:1 a tattoo 3:1 2'1 37 5/ ZE FOR / PRAPP/NG C4# 43E.eoi r 3 g A F'F'EA JD/ X DETA /L__ # 34 • 4. x iSo g 3 x /67) kF = Z3.311 [ II X qr 4- le 8 4 ' • F:0 co 7s: g / Z CiA/ ‘" 7>Ple•AL-) 11..01" 13,„ 4- /r40 7.8r CP5E17/7" W D. O.T. 1-1YDI:IAC.//__/C- / .t Ann LA . 1-1PiA/AIAGE /v1.41A/C/AL_ 400,Zu /40 VELOCITY (V.) In FEET PE4 OICOO: .., ... ip Po plop ovoo -- • r'__ 4,- t-t- . • ni • 000 .' 0 ,1 mci / 4m A AI 1 / k I /131111 ArA 111 . .;!:-..:T..:,. , 1 III I 1 •=1 /1111 M ill • 1 • Pre action. Am. Soc. C t +1 1 [ 21 26 2 12 20 16 I. 1O 12 10 • DIAMETEA vve./G1-fr 2 100 Zrof? 500 XXI° m "000 oange•x. 5 12:1 a tattoo 3:1 2'1 37 5/ ZE FOR / PRAPP/NG C4# 43E.eoi r 3 g A F'F'EA JD/ X DETA /L__ # 34 • 4. x iSo g 3 x /67) kF = Z3.311 [ II X qr 4- le 8 4 ' • F:0 co 7s: g / Z CiA/ ‘" 7>Ple•AL-) 11..01" 13,„ 4- /r40 7.8r CP5E17/7" W D. O.T. 1-1YDI:IAC.//__/C- / .t Ann LA . 1-1PiA/AIAGE /v1.41A/C/AL_ 400,Zu /40 VELOCITY (V.) In FEET PE4 OICOO: .St* of \ %(S troll I )t y k lrt en1 I .i 'ok )g. INDUSTRIAL /COMMERCIAL WASTE DISCHARGE PERMIT APPLICATION FORM PHONE 2 6 025 - .$'y "' ' Pond D Subsurface Ground Disposal C7 To Surface Waterway U To Sanitary Sewerage System , (name of waterway) �,wn..+..z ..:rxmzt•.:�si ?- ,..R'?;d... �..i V ",.,...., � ?.?. _. e.i`2? ?i'r'?(.�;`Tf'.' ,..:. ..i w� For Office Use Only Date Received Application/ Permit No. Type of Industry Waterway Segment No. Application is hereby made for a permit to discharge wastewater to state waters or to a municipal sewerage system in accordance with Chapter 90.48 RCW and Chapter 372.24 WAC. 1. NAME OF FIRM /RieV7piv S/9/y29 Type of Industry (description of industrial or commercial activity) 70,5 c- S.P.eri r.wG 6i r/i/rli.w4 5 2. MAILING ADDRESS Q, .ec .0 ,� iY >e, i 1/1/4 /S"7 3. PLANT LOCATION /e-' 1 wS.71•'7? ' Pc/1 /) 7?." -'# 4 19 WA CONTACT PERSON L%i 3'i ii r EMERGENCY PHONE (nights, weekends) 7J2 - 5 ` 6 3'& c. Z? Er-- 4 . TYPE OF WASTEWATER TREATMENT (if any) >709.7'/uw {GWWL) 1,4.V 1)/Soc'dS/?L S. WASTE FLOW: (Submit on separate sheet) Describe in detail the sources, treatment and disposal of all liquid wastes at the plant. Include a schematic flow diagram showing the sources and flow pattern of all wastes. /Vett:9307 - �! /�ia�S, 6. SOLID WASTE DISPOSAL: (Submit on separate sheet) Describe the types or solid wastes accumulated at the plant and list the source, volume, storage provision, frequency of removal, and final disposal of each solid waste. Include all sludges, dusts, scraps, trimmings and left -over, soiled or returned products. C'L ,eyy SGO / /y�/i/7 C -i z ' ABe•'r / o:.= "C� spoiled ;?E40740v'E y/te/Vv/P/c Y ♦ AS L.'E" Ce v i e E D X't'Pl./4 c by 57c 1 F 3" 7. WASTEWATER DISPOSAL: Maximum Gallons /Day /Nf /G 7;e4 7 /c /..5'r.,c" e.;:42 7 //Y7c> 6'40 et /C) (name of municipal system) Location of Discharge Point(s) and /or connection to municipal sewer system: (Include latitude and longitude) //S/C7c 7,'/s' 7 /cAei 9/Y- Si 7'"4:: Evc'/y >• vAL Adajn . #;,..,- //^y / s/� I�' t'F/C? ECY 040 -2 -52 Dt5, coy ED PER k' /N! rbdW y ) / 7s/v .l.) .s,F- - Ay7.4r sf-6 ('/9L C G' e A7,ors, s.. s _+.:.. en.., a... w ,ac.:rwa+urv-.4rrv.a,ax- _•n.,... • 14. STORMWATER TREATMENT AND CONTROL: Li No Treatment Average Treated Stormwater to W.14-erwav #Nv ON - - Jr, 74E: Maximum Name of Waterway or Storm Sewer Type o f Treatment: 5�' /Lc /.",•4,$'`'D /H�re '7/oi7' PGi7 _ Contaminated Stormwater to Sanitary Sewer Size of Intercepted Area Square Feet 15. PLANT OPERATION: //t Type of Treatment (if any) Days per Year Number of Employees per Shift Day Night Swing 16. RAW MATERIALS AND CHEMICALS USED IN PROCESSES: /V// Chemical, Scientific or Quantity Used per Day Brand Name Actual Name Average Maximum i7. Are there any oil products or hazardous materials stored or used at the plant site? 1' ; e W e7i4 D1 ,5 /,v L v� -st=ar Y — /t/e 3 vim' /)" r, If ves, give quantities and type and indicate whether a spill could reach a 0I °1 sewer, storm drain, or public waters. Ore: yr. The information given on this application is complete and accurate to the best of my knowledge. Signature � C- - /7,9e </E/�•y �?<_. Printed Title r uatd 7357 ‘ed'" 1 " 14-1,4 ?elf"' ..w''''''''''''' ti%.S fi v«/+ Y• +`..`. o1Nw' STGif1q' i3. K. isi. �vS. 4kuM��V. w�i4. M\ X. Nn�' faw. ab ...e..w..wrwv...ar.u... vrrx�x' v3V�¢.l mtc. Mw~ nmvxevY. ]s:"Miom::N+MIt'Naf�.N•1.4:.ulM ix:<YQA'Yr.':: 8. WATER SUPPLY: o Private Well O Surface Water Public System Section 9. WATER SUPPLY VOLUMES: Private Well Surface water Public System TOTAL 10. WASTEWATER DESCRIPTION: Sanitary Wastes Process Wastewater Cooling Water Discharge Other (Specify) TOTAL (name of waterway) l /YX D f" Tvrs✓i c (name of system) N /A , Township , Range 11. EFFLUENT ANALYSIS: (Submit on separate sheet) D Yes No Location of private well or plant surface water intake: Recorded Water Right No. Recorded Water Right No. /W ,,e4,4 -' frt2 7'E c/" S/ 7E) Average Gallons /Day Average Gallons /Day List the significant physical and chemical properties of discharged, and include a description of the sampli to derive this information. Include BOD, COD bacteria, heavy metals, etc. 13. PLANNED WASTE TREATMENT IMPROVEMENTS: (Submit on separate sheet) Maximum Gallons /Day Maximum Gallons /Day /J ,�oU lor o the effluent(s) to be nalytical methods used pH, fecal coliform 1: ric'i6 s 12. DOES YOUR DISCHARGE CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES: cyanide, aluminum, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols. Describe any additional treatment or changes in waste disposal methods in planning or under construction. ! " aZaiLi.t;.1.)..0.41:4:.klr;. ZI. ee ltib%.1:". ZWWe:"aFllkaa...:1 ilkt.17M, M.V11.2.x- ..suu: ss.....a *s..wn .1,4,.wtw..: ETOM0111 Eri .. ?ECZY.A;L'Yt1.4'.YMTb%. fian StiVeri'?Y .Si*'t.t.iYHtk 4 C Mr. Bruce MacVeigh 14245 - 59th Avenue South Tukwila, WA 98168 City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Subject: RENTON SAND AND GRAVEL MCB /sjn Dear Mr. MacVeigh: As a representative for the above project, you have been preparing plans since September 1988. We have met several times and most recently on January 10, 1989. Because the use is operating without the necessary permits, speedy compliance and permit processing is essential. I feel six months has been more than adequate. If we do not have a resubmittal by Tuesday February 21, 1989, I will have to turn this over to the City Attorney for abatement of the use. I hope you understand the need to seek action on this issue and that it must proceed steadily. Unfortunately, I do not see progress occurring. cc: Douglas Buck City Attorney Planning Director ti. February 10, 1989 Yours very truly, Moira Carr Bradshaw Associate Planner Mr. Douglas M. Buck Renton Sand and Gravel 55 S.W. 12th Renton, WA 98057 -0028 Dear Mr. Buck: August 30, 1988 Please respond immediately. JFC /rj cc: Mayor Van Dusen Moira Bradshaw City of Tukwila 2400 Columbia Center 701 Fifth Avenue Seattle, WA 98104 -7005 Office Of The City Attorney 11988 (206)- 624 -1040 Via Certified Mail and Regular Mail Re: Unclassified Use Permit at 1602 Monster Road S.W., Tukwila, Washington City File No. 87 -2 -UCU Your Shoreline Substantial Development application, in connection with the above - referenced unclassified use permit, has been returned to the City of Tukwila by the Depart- ment of Ecology (DOE) due to an incomplete filing. You were notified by the DOE of the deficiencies in your submittal on April 13, 1988, with a request for the additional informa- tion to be submitted by May 13, 1988. Your failure to respond to the request has resulted in the inability of DOE to adequately review the permit. Without DOE's approval, or approval with conditions, you are in viola- tion of state law (RCW 90.58.140), which requires a properly filed permit and approval of DOE. Operation of your topsoil business within 200 feet of the Green River is not presently authorized and is in viola- tion of law. If the requested plans are not submitted to the Planning Department within 10 days from the date of this letter, action will be taken which could result in the revoca- tion of your unclassified use permit and imposition of civil and criminal sanctions under the Tukwila Municipal Code and state law. The only other alternative is to cease operation of the topsoil business within 200 feet of the Green River. Very truly yours, CE OF E S ATTORNEY John F. Colgro" ANDREA BEATTY RINIKER Director Dear Ms. Bradshaw: Moira Bradshaw City of Tukwila Tukwila City Hall 6200 Southcenter Boulevard Tukwila, WA 98188 STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Mail Stop PV -11 • Olympia, Washington 98504 -8711 • (206) 459 -6000 April 13, 1988 Re: City of Tukwila Permit #87 -8 SMP Renton Sand and Gravel - Applicant Shoreline Substantial Development Permit #590 -14 -7590 Thank you for coming out on the site of Renton Sand and Gravel with me yesterday. As we discussed, I will delay filing of the permit until I receive from the applicant, via you, additional site drawings, including: an engineered or surveyed drawing showing elevations, ordinary high water mark, to scale; and a drawing showing the proposed drainage plan for the site, including any proposed diking, retaining walls, or vegetation proposed to minimize erosion and sediment into the Green River. The review period will not begin until we receive a complete filing of the above material(s) as stated in WAC 173 -14 -090. In addition, I want to call your attention to the section of your shoreline master program, 18.44.050, Conditional Uses, which states that the "Shoreline Zone is an overlay zone which allows the conditional uses specified in the underlying zone district...." Since the underlying code requires an unclassified use permit, this would also be a requirement under the shoreline master program. Pursuant to WAC 173 -14- 140(2), an unclassified use requires a conditional use permit. Please note that the WAC also states, "provided the applicant can demonstrate, in addition to the criteria set forth in WAC 173 -14- 140(1) above, that extraordinary circumstances preclude reasonable use of the property in a manner consistent with the use regulations of the master program." Since Tukwila does not have use regulations per se we will also be looking at the state standards set forth in WAC 173 -16. r 1988 i p DEPT. la Enclosure Moira Bradshaw April 13, 1988 Page 2 Please send us the needed material within 30 days from the date of this letter. If we do not hear from you within this time we will return this permit to you. cc: Renton Sand and Gravel Sincerely, Terra Prodan Shoreline Specialist Shorelands Management Section (206) 438 -7106 Bruce S. MacVe 3 h, PE. - Civil Erineer 5515 STEILACOOM BOULEVARD S.W. TACOMA, WASHINGTON 98499 (206) 581 -6107 13 September 1988 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attention: Moira Bradshaw, Associate Planner Planning Department Reference: Renton Sand & Gravel Dear Ms. Bradshaw: This letter is to formalize our discussion of 9 September concerning the Renton Sand and Gravel topsoil mixing site. I have been retained by Lyle Brown, P.L.S., to prepare the Shoreline Substantial Develop- ment Permit for this site. Mr. Brown has been hired by Renton Sand and Gravel. Mr. Brown and I will begin work on the permit immediately. We expect to submit a formal plan per guideline's on, or about, 23 September. In the preparation, I may seek your guidance, calling ahead of course, to ensure your availability. Thank you for your assistance. BRUCE S. MacVEIGH BSM:hc BRUCE S. MacVEIGH, P.E. CIVIL ENGINEER :,-;1:13 LEI 988 14245 59TH AVENUE S. TUKWILA, WASHINGTON 98168 (206) 242 -7665 SHORELINt7 SUBSTANTIAL L?' .VELOPMENT CONDITIONAL USE OR VARIANCE PERMIT APPLICATION STAFf .. . P lanne r: C ross »Reference File TYPE OF ACTION: File Number: (Substantial Development Permit Q Conditional Use Q Variance 1. NAME OF APPLICANT: �.t°'G Address: •p cc ,5 City: 735 '- ' State: W.4 Zip: Telephone: / 5''c' /- 6"/D 7 Receipt No. 2. RELATION OF APPLICANT TO PROPERTY: Q Owner Q Purchaser 0 Lessee (ether // f2 3. PROPOSED DEVELOPMENT (be specific): ,P'.sia.y `y` ;/ 4 /')- ./A- 4. CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: l S .>'a c.'.ro.P /L � C%vi'Fii ?/3 /vl�S 5. TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT (INCLUDE ADDITIONAL FUTURE DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION): S ' 0 6. GENERAL LOCATION OF PROPOSED PROJECT: .4' 'c' 7 / % O f ir .e„e ..1 - yo S - �i�v , Ti✓�.E/�dje'zi9.��", o /./ 4 C 7 g' S//o// /7, vie , within QttAitTfit of SEC 24 of Township 2 3 N., Range4 W.M•, in Tukwila, King County, Washington, adjacent to the Green River. Ntjtl '.519•'8 • C 7. LIST THE MASTER PROGRAM POLICIES (USE PROGRAM SECTIONS OR PAGE NUMBERS) WHICH ARE APPLICABLE TO THIS DEVELOPMENT: SI4J ELINE PERMIT APPLICATION Page 2 8. LIST ANY OTHER PERMITS FOR THIS PROJECT FROM STATE, FEDERAL OR LOCAL GOVERN- MENTAL AGENCIES FOR WHICH YOU HAVE APPLIED OR WILL APPLY, INCLUDING THE NAME OF THE ISSUING AGENCY, WHETHER THE PERMIT HAS BEEN APPLIED FOR (AND IF SO, THE DATE OF THE APPLICATION), WHETHER THEN APPLICATION WAS APPROVED OR DENIED AND THE DATE OF SAME, AND THE NUMBER OF THE APPLICATION OR PERMIT: 9. NATURE OF THE EXISTING SHORELINE. DESCRIBE TYPE OF SHORELINE, SUCH AS STREAM, LAKE, MARSH, FLOOD PLAIN, FLOODWAY, DELTA; TYPE OF BEACH, SUCH AS EROSION, HIGH BANK, LOW BANK, OR DIKE; MATERIAL SUCH AS SAND, GRAVEL, MUD, CLAY, ROCK, RIPRAP; AND EXTENT AND TYPE OF BULKHEADING, IF ANY: (To be completed by local official) P.E74"P6W4-9--4) R/'d'•?A" Q / 5 `! /` 7p / © •' / 72' ,9,4'''.Q o h , .6 1/, c r= 2 i ' lc'-.r ‘,,13) DATE: (29 /SHOR.APP1,2) (To be completed by local official) *4 S ?,.RELINE PERMIT APPLICATION Page 3 10. IN THE EVENT THAT ANY OF THE PROPOSED BUILDINGS OR STRUCTURES WILL EXCEED A HEIGHT OF THIRTY -FIVE FEET ABOVE THE AVERAGE GRADE LEVEL, INDICATE THE APPROXIMATE LOCATION OF AND NUMBER OF RESIDENTIAL UNITS EXISTING AND POTENTIAL, THAT WILL HAVE AN OBSTRUCTED VIEW: (To be completed by local official) )cif7 ''e'' r -Q, 577vG%!- ,Pj4 . 6S © /4 wx #71•614.N 7 -- /S-o f/.D. Ji9 C.e �1�'Si Da.✓c S >2 G '. /�7i'J� e 7 1 ".2 ! ) / � 3AEI t�d��i� > Fj'c 741 .LAX.. Re' .4z• / ∎ -7 Of1c71�'!13 S f�Y .�xis'y�.� 6.:6✓'// 7' /o i✓S , l 2'c7 ` -•v42� 11. IF THE APPLICATION INVOLVES A CONDITIONAL USE OR VARIANCE, SET FORTH IN FULL THAT PORTION OF THE MASTER PROGRAM WHICH PROVIDES THAT THE PROPOSED USE MAY BE A CONDITIONAL USE, OR, IN THE CASE OF A VARIANCE, FROM WHICH THE VARIANCE IS BEING SOUGHT: 12. GIVE A BRIEF NARRATIVE DESCRIPTION OF THE GENERAL NATURE OF THE IMPROVEMENTS AND LAND USE WITHIN ONE THOUSAND (1,000) FEET IN ALL DIRECTIONS FROM THE DEVELOPMENT SITE: l dei/c,C - ' t !� G 7 ,lid / e D>.v J, I HEREBY CERTIFY that I am the above- mentioned applicant for a permit to construct a substantial development pursuant to the Shoreline Management Act of 1971, and that to the best of my knowledge the information submitted is true and correct. /S/D !/ "l SIGNATURE: Z � 7 /� 16.4f7„ /11'cS`7 „p„;, ► 72S.S— TYPE OF ACTION: El Policy 2 (p.4.2) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Shoreline Management Act of 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT CONDITIONAL USE OR VARIANCE File Number: 87 -8 -SMP Approved X Denied Date: 8 March 1988 Substantial Development Permit J Conditional Use [[ Variance Pursuant to RCW 90.58, a permit is hereby granted to: Muglas M Ruck to undertake the following development (be specific): Mixing, screening and storage of top soil materials. upon the following property (legal description, i.e., section, township, range): 1602 Monster Road (vacated) SW 2 24 -23 -4 bounded by Green River, Interurban Avenue, Grady Way, R Rurlington Nnrthprn railroad right -of -way. THE PROPOSED PROJECT WILL BE WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND IS DESIGNATED AS AN URBAN ENVIRONMENT. The following master program provisions are applicable to this development (state the Master Program sections or page numbers): Policy 4 (p.4.1) Development pursuant to this permit shall be undertaken pursuant to the following terms and conditions: See attached City Council Resolution for unclassified use permit. .i.. � .wi� `:'u .. �e . - ••+tt�. ' et -:^r tic.�rg . .r .., ":C..• z. .. i�+`. �.. . . ... ,, ,,• Sv: � 1' l::•" i%::^; N�'•'" J! l'..::.:: r: i::% w::•:.>..Ly,r,.:i..: *is7.:�:fi. is i- "2 >:;::.oi1� ^li °..: .t1i:�tx�+'.tCr�z'nryri•- ....,. ay. -r._r. xt.4tc „'r........ ... ;4.55. A�'.+4.•[;tC:r.... u... This permit is granted pursuant to the Shoreline Management Act of 1971 and nothing in this permit shall excuse the applicant from compliance with any other federal, state or local statutes, ordinances or regulations applicable to this project, but not inconsistent with the Shoreline Management Act (Chapter 90.58 RCW). This permit may be rescinded pursuant to RCW 90.58.140(8) in the event the per - mittee fails to comply with the terms or conditions hereof. CONSTUCTION PURSUANT TO THIS PERMIT WILL NOT BEGIN OR IS NOT AUTHORIZED UNTIL THIRTY (30) DAYS FROM THE DATE OF FILING WITH THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58.140(6) AND WAC 173 -14 -090, OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN THIRTY DAYS F i:TE OF SUCH FILING HAVE TERMINATED; EXCEPT AS PROVIDED II ;,y �r:.140' 5)(a)(b)(c). 71 Date Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. THIS SECTION FOR DEPARTMENT OF ECOLOGY USE ONLY IN REGARD TO A SUBSTANTIAL DEVELOPMENT PERMIT WITH A CONDITIONAL USE OR VARIANCE PERMIT. DATE RECEIVED BY THE DEPARTMENT APPROVED (date): • • This conditional use /variance permit is approved /denied by the department pursuant to Chapter 90.58 RCW. Development shall be undertaken pursuant to the following additional terms and conditions: Date V cc: Applicant, File, D.O.E. (25 /SHOR.PMT) PERMIT FOR SHORELINE MANAGEMEf SUBSTANTIAL DEVELOPMENT Page 2 ctor, ' arming department DENIED (date): (Signature of authorized Department official) CITY OF TUKWILA WASHINGTON RESOLUTION NO. 1067 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, APPROVING AN UNCLASSIFIED USE PERMIT FOR MIXING AND STORAGE OF TOPSOIL FOR RENTON SAND AND GRAVEL. WHEREAS, Renton Sand and Gravel has filed an application with the City Planning Department for an Unclassified Use Permit for mixing and storage of topsoil located at 1602 Monster Road S.W., Tukwila, and WHEREAS, pursuant to the provisions of Section 18.66.050 of the Tukwila Municipal Code, the City Planning Commission held a public hearing to consider the permit application, and at the conclusion of said hearing adopted findings, conclusions, and a recommendation to the City Council to approve the permit, and WHEREAS, the City Council considered the permit application at a regular City Council meeting on March 7, 1988, and determined to adopt the findings, conclusions, and recommendation of the Planning Commission, and WHEREAS, the City's SEPA Responsible Official has issued a Determination of Nonsignificance (DNS) for the project. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO HEREBY RESOLVE AS FOLLOWS: Section 1. Unclassified Use Permit Approved. Pursuant to Section 18.66.050 of the Tukwila Municipal Code, the City Council hereby approves the issuance of an unclassified use permit for Renton Sand and Gravel for the mixing and storage of topsoil located at 1602 Monster Road S.W., Tukwila, Washington, as shown on drawings submitted with the application and subject to the terms of the conditions set forth in Appendix A attached hereto. PASSED BY THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, at a regular meeting thereof this 7th day of March, 1988. Approved as to Form Attest /Authenticated Office of the City Attorney Filed with the City Clerk: 03/07/88 Passed by the City Council: 03/07/88 Resolution No. 1067 A � l' // J . Harr'i ? , Council President M n Anderson, ity Clerk (80 /APPENDIX.A) APPENDIX A 87 -2 -UCU and 87- 1 ? -DR: Renton Sand and Gravel Design Review approval and Unclassified Use Permit request for topsoil mixing and storage operation with accessory structures. Conditions 1. The pile height be maintained at its existing height because the firm was recently annexed into Tukwila from Renton. 2. The storm drain plan shall be designed to accommodate the entire use. 3. The evergreen landscaping shall be increased to five feet in height at a minimum 20 feet on center. 4. Eight -foot opaque fencing along the east property line and along the west side of the use north of vacated Monster Road is required. 5. The fertilizer pile must be covered at times it is not being used. ,•:, =oij.wing..7,:WAU14.1Z.CitraiSks.16:471. 'it'aVar ts1:44.1.e..ssAtAroi.Nuorn......*Ms1.11.41■SAVAgiss Li OWL C hs . on/Lc‘. C e 'N" L"U-gc- LccL . L)44 . fris 4_ kluz_ - k - CD DEC 7 1987 c Ti-773T1 . 1 1, iry PLANNING DEPT. tiLLQ_ (3-to cu LA)-1Lkt, c Ct o , t5a , L J- V'ruttiotN)w-yul--7 Address FM.DNS WAC 197 -11 -970 Description of Proposal top soil mixing and screening Proponent Renton Sand and Gravel Location of Proposal, including street address, if any 1602 Monster Road (vacated) SW1 24 - 23 - 4 Kroll Page 335 Lead Agency: City of Tukwila File No. EPIC -21 -87 The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. (j There is no comment period for this DNS [[ This DNS is issued under 197 -11- 340(2). Comments must be submitted by . The lead agency will not act on this proposal for 15 days from the date below. Responsible Official Rick Beeler Position /Title Planning Director a t_fi s ? DETERMINATION OF NONSIGNIFICANCE Phone 433 -1846 6200 Southcenter Boulevard Tuk ‘11 Signature You may appeal this determination to the City Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA 98188 no later than 10 days from the above date by written appeal stating the basis of the appeal for specific factual objections. You may be required to bear some of the expenses for an appeal. Copies of the procedures for SEPA appeals are available with the City Clerk and Planning Department. 2 3 .3 •egal Description • /4T Paeriatt 40,t • 24, Toic/4./.5,v/i A/aer,if 24A/47- 1 - /A/4 Ce,z/ArrY, .A/45///A/725A11 / - Y 0e 7 Z.ewLY .• 4 vtA72_-- 407 /6 /z2 4 goero,t./ 40/-7 7 .4640 - 4 , e4C-Xt //t./ , 5.0e./r//a.eZ-Y oid 7//47 "5 Sce/c3e0 /A/ .5.0‘../A/z7.4,ey (y• 22 /77,3 ,4A.49 /:- /A/ , Gle°4-:.e/O1e coczer , t/e2. 7e5392 , A./q (a Aoe fool - 4/4y e itr. ) ceei/c.4*c)i A1.0 e4/G./../4 V C7:0,-7:47.4^/ , 3 y 2s7 1e- Goe_Aviy AA/4.7 975370 , 1A/9 - 54/0 ..4/, ../..0a0 A/c22774/4/---s7a--,e4Y. /4"4,e44e.E-e-- .5.4/42 7 )e,7" z...07- .3/ wie5,4,v ,4'7, 'Q,4/ rep ..5 7/ r/e.=-7 55. :0+ triv Liu cc No co z 0 • • Ol■ 2. RELATION OF APPLICANT TO PROPERTY: SHORELINL SUBSTANTIAL ChNELOPMENT CONDITIONAL USE OR VARIANCE PERMIT APPLICATION ST AFF USE QNtY rosy - Reference F l es '7. ? fJ 1t S? : 112_. Rece: TYPE OF ACTION: Substantial Development Permit WI` Conditional Use Variance n �r 1. NAME' OF APPLICANT: CANT:' ,'SAM ie.1I ..f�•,u<r K J"fe6Qr/ ' �' a -S ^7s?,,, . �o �-` Address: ,to, b, ToAira.y. am, 4I4' S7 City: "sswe`u7;. State: 41 4/ Zip: Pd4s"7 Telephone: 0. 'a6 2,g's •� [j Owner j ' Lessee 5. TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT (INCLUDE ADDITIONAL FUTURE DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION): $ [I Purchaser 0 Other 3. PROPOSED DEVELOPMENT (be specific): .Sjc 72n S'mI L /l ?AYhro; I A •14 • 14:=- few2rF�lrr� 71 ,f, e f/t4g 4. CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: ,1',rn ,v _ 444,14t 7 S 7I /K4F /0A- ( 1A:'0 4ihdev 4r 4F 6. GENERAL LOCATION OF PROPOSED PROJECT: /6 2-.9YI0,re,rrs,` ,aagl' , within 3'W r /i_ QUARTER of SEC 4L of Township 13 N., Range z'' W.M., in Tukwila, King County, Washington, adjacent to the Green River. 7. LIST THE MASTER PROGRAM POLICIES (USE PROGRAM SECTIONS OR PAGE NUMBERS) WHICH ARE APPLICABLE TO THIS DEVELOPMENT: S6RELINE PERMIT APPLICATION Page 2 8. LIST ANY OTHER PERMITS FOR. THIS PROJECT FROMnSTATE, OR LOCAL GOVERN- MENTAL AGENCIES FOR WHICH YOU HAVE APPLIED OR WILL APPLY, INCLUDING THE NAME OF THE ISSUING AGENCY, WHETHER THE PERMIT HAS BEEN APPLIED FOR (AND IF SO, THE DATE OF THE APPLICATION), WHETHER THEN APPLICATION WAS APPROVED OR DENIED AND THE DATE OF SAME, AND THE NUMBER OF THE APPLICATION OR PERMIT: 9. NATURE OF THE EXISTING SHORELINE. DESCRIBE TYPE OF SHORELINE, SUCH AS STREAM, LAKE, MARSH, FLOOD PLAIN, FLOODWAY, DELTA; TYPE OF BEACH, SUCH AS EROSION, HIGH BANK, LOW BANK, OR DIKE; MATERIAL SUCH AS SAND, GRAVEL, MUD, CLAY, ROCK, RIPRAP; AND EXTENT AND TYPE OF BULKHEADING, IF ANY: (To be completed by local official) ;Vig -k — 13A/k n ( ... ' -' S S :... .. .r... 10. IN THE EVENT THAT ANY OF THE PROPOSED BUILDINGS OR STRUCTURES WILL EXCEED A HEIGHT OF THIRTY -FIVE FEET ABOVE THE AVERAGE GRADE LEVEL, INDICATE THE APPROXIMATE LOCATION OF AND NUMBER OF RESIDENTIAL UNITS EXISTING AND POTENTIAL, THAT WILL HAVE AN OBSTRUCTED VIEW: (To be completed by local official) ?' 11. IF THE APPLICATION INVOLVES A CONDITIONAL USE OR VARIANCE, SET FORTH IN FULL THAT PORTION OF THE MASTER PROGRAM WHICH PROVIDES THAT THE PROPOSED USE MAY BE A CONDITIONAL USE, OR, IN THE CASE OF A VARIANCE, FROM WHICH THE VARIANCE IS BEING SOUGHT: (To be completed by local official) 12. GIVE A BRIEF NARRATIVE DESCRIPTION OF THE GENERAL NATURE OF THE IMPROVEMENTS AND LAND USE WITHIN ONE THOUSAND (1,000) FEET IN ALL DIRECTIONS FROM THE DEVELOPMENT SITE: A/iR /r/iA! ,Z.4ediyt."TGz ; I HEREBY CERTIFY that I am the above - mentioned applicant for a permit to construct a substantial development pursuant to the Shoreline Management Act of 1971, and that to the best of my knowledge the information submitted is true and correct. DATE: 7/l th' ? SIGNATURE: (29 /SHOR.APP1,2) .xro:" ^s ^." !'r5 ?t'•;;y:: +`r �'r•'.. ... t . ,. �rt.....,`s� :`, SH•,ELINE PERMIT APPLICATION Page 3