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Home My WebLink AboutMEP2009-00010 - MEP Permit / Conditions - 7/10/2009 STgre MASON COUNTY Py O,e IS N DEPARTMENT OF COMMUNITY DEVELOPMENT o N Z Planning Division 7 N Y ti P O Box 279, Shelton, WA 98584 1864 (360)427-9670 MASON ENVIRONMENTAL PERMIT July 10, 2009 Please JOHN VANHORN 390 E CRONQUIST RD ALLYN WA 98524 I Parcel No.: 122324001040 To:J - --�--- Issued: 7/10/2009 Case No.: MEP2009-00010 Project Description: -- Construct the expansion of an existing single use 100' long pier, ramp and float to a 115' long, joint-use pier, ramp and float. The expansion includes an 8'X7' float as an extension of an existing 8'X24' float and construction of an 8'X32' float at an "L" to the 8'X7' float extension. Install 3 chemonite treated wood piling. The following critical areas are present on this property: Long-Term Commercial Forest QFrequenl Ch. 17.10.060; Mineral Resource Lands ded Areas Ch. 17.01.066; Ch. 17.01.090; Inholding Lands Landslide Hazard Areas Ch. 17.01.062; Ch. 17.01.100; Wetlands Seismic Hazard Areas Ch. 17.01.070; Ch. 17.01.102; Critical Aquifer Recharge Erosion Hazard Areas Ch. 17.01.080; Ch. 17.01.104. This permit, with conditions, is granted pursuant to the Mason County Resource Ordinance excuse the applicant from compliance with 1 MCC. Nothing in this permit shall ex pp P (Chapter 17.0 ) g any other federal, state, or local statutes, ordinances, or regulations applicable to this project. This permit may be rescinded if the permitee fails to complete the project as proposed or fails to comply with the standards of this ordinance. Authorized Local Government Official Date 1 Mason Environmental Permit 7/10/2009 Case No.: MEP2009-00010 Conditions: 1.) All construction and demolition debris must be removed from the beach after project completion. Proper disposal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degredation of State waters. 2.) Water quality is not to be degraded to the detriment of the aquatic environment as a result of this project. 3.) Recreational piers shall be no higher than 11 feet above MHHW. Floatation for the structure shall be entirely enclosed and contained to permanently prevent the breakup or loss of the floatation material into the water. Orient the floatation so that it does not obstruct the grating. 4.) Pressure treated wood must be completely dry prior to placement in water. Use of creosote or pentachlorophenol is prohibited. Install plastic wear strips between the float and the pilings to reduce treated wood chafe. 5.) Any discharge of sediment-laden runoff or other pollutants to waters of the state is in violation of Chapter 90.48, Water Pollution Control and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington and is subject to enforcement action. 6.) Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to prevent soil from being carried into surface water by stormwater runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants. Any discharge of sediment-laden runoff or other pollutapollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Any work in or adjacent to waterways that will adversely affect water quality must receive specific prior authorization from the Department of Ecology pursuant to WAC 173-201A-110. A short-term water quality standards modification may be issued if the proponent agrees to a number of specific construction practices and techniques designed to minimize water quality impacts. All areas disturbed or newly created by construction activities must be revegetated using bioengineering techniques, clean durable riprap, or some other equivalent type of protection against erosion when other measures are not practical. 7.) Temporary erosion control measures must be implemented to prevent water quality degradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. 8.) All trenches, depressions or holes created in the intertidal area shall be backfilled prior to inundation by tidal waters. All stormwater discharges must be constructed in a manner that will not cause scouring on the beach. 9.) Best management practices are to be implemented. 10.) All facilities are to be constructed and maintained in a safe and sound condition. Abandoned or unsafe docks and piers shall be removed or repaired promptly by the owners. Where any such structure constitutes a hazard to the public, the county may, following notice to the owner, abate the structure if the owner fails to do so within a reasonable timeand may impose a lien on the related shoreline property in an amount equal to the cost of the abatement. 11.) All mitigation proposed by both applicants within the habitat Managment Plan prepared by Marine Surveys and Assessments and dated 2/9/09 must be implemented and maintained on the structure and the uplands. 12.) The submitted joint-use agreement between the adjacent property owners must be recorded within the Mason County Auditor's Office under each applicant's parcel. A copy of the recorded title notification must be submitted to the Mason County Planning Dept prior to issuance of the Building Permit for the structure. 7/10/2009 Page 3 of 4 MEP2009-00010 t Mason Environmental Permit 7/10/2009 Case No.: MEP2009-00010 13.) Approved per dimensions and setbacks on submitted site plan. 14.) Title notification of Habitat Management Plan (HMP) must be recorded with the Mason County Auditor and a copy submitted to the Planning Department prior to work being started. 15.) All other necessary permits trom Mason County, Washington State,and federal agencies that are required for this project must be obtained prior to development and construction and adhered to upon completion of the project. 7/10/2009 Page 4 of 4 MEP2009-00010 PERMIT NO.: — DATE RECEIVED: MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT RESOURCE ORDINANCE (Chapter 17.01 MCC) 411 N. 5TH Street/P.O. Box 279, Shelton, WA 98584 ENVIRONMENTAL PERMIT APPLICATION MASON ENVIRONMENTAL PERMIT CONDITIONAL USE ❑ VARIANCE ❑ The purpose of the Resource Ordinance is to protect Mason County's natural resource lands and critical areas and is under the authority of Chapters 36.32, 36.70A, 39.34, 58.17, 76.09, 84.33, 84.34 and 90.58 RCW. PLEASE PRINT 1 +l wner Mailing Owner: ��Ufiq 6tn b1j,4"+ �5� g Address: - �t1�c:-tl- �lu 3 i L'l• �.y tt�; (]ctl< �r ►J+? Site Address: nn 3�L) 3S3() E6 s+ l_t'l>r1�iL2 + !'Lyic� City Q,R�A C1Ar , State: 014A ZiA13.21 City: 41 `W State L&*) _Zip.q&'�,?L�L.ien/Title Holder Phone: Daytime( ru Address: Fire District#: City: State: Zip: Signature: 2. Parcel Number: / 3 -.�y�0 -_/L y Legal description: S}- 3_;, a,2 /V j / 2;L3409 /0 / Parcel Size: , P.3 and . A actr�_S 3. Directions to site: ROPA iNw3 Eas� -. f-urn V140- 6n E f:. ►—ancuttW Loon Qoad . turh •ICft en y E CYahaIAjJ+- lzoad . State what sections require a permit: In-Holding Lands,Chapter 17.01.062 ❑ 4' Long-Term Commercial Forest,Chapter 17.10.060 ❑ Wetlands,Chapter 17.01.070 ❑ Mineral Resource Lands,Chapter 17.01.066 ❑ Frequently Flooded Areas,Chapter 17.01.090 ❑ Aquifer Recharge Areas,Chapter 17.01.080 ❑ Landslide Hazard Areas,Chapter 17.01.100 ❑ Erosion Hazard Areas,Chapter 17.01.104 ❑ Seismic Hazard Areas,Chapter 17.01.102 ❑ Fish and Wildlife Habitat Conservation Areas, Chapter 17.01.110 q 5. Identify current a of property with existing improveme ts: S ►na le uS a 11)D' c'1nr1L 6. Identify and describe the proposed project,including the type of materials to be used, construction methods,principle dimensions and other pertinent information(Attach additional sheets if ^ ` needed):-Tn r. n,�Arucr� 0. �rt� S a v1. 'Q' J.-V � CLrt e*"s_iQA Q_�_ "I -e1-1ST1A $1-L,24' 1t�a�1-,1 d C v n sl rocA art W -A- 73 2' : ll p,+ as"L-!� ,k-h� `h' IL7' -� loa� .e,�Lr,<t��1. \v�S�a\1 �'i 1 C hnmoniln" +-rP,Jed 4�noc�. T t I ins , ?. Will there be an alteration of a wetland and/or wetland vegetation area? Yes ❑ No 8. Any water on or adjacent to property: Saltwater Lake ❑ River ❑ Pond ❑ Wetland ❑ Seasonal Runoff ❑ Other 9. If septic is located on project site,include records. 1J I�}- Connect to septic? ❑ Community Septic? ❑ Public Water Supply? ❑ Well? ❑ 10. Type of Job: New C AddKAlt ❑ Repair ❑ Demolition ❑ Other This permit is granted pursuant to the Resource Ordinance(Chapter 17.01 MCC)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 Resource Ordinance. The permit may be rescinded pursuant to the event the permittee fails to comply with the conditions of this ordinance. MASON ENVIRONMENTAL PERMIT: $510.00/$305.00(with another permit) MASON CONDITIONAL USE ENVIR.PERMIT: $1,225.00 MASON RESOURCE ORDINANCE VARIANCE: $1,225,00 HEARINGS EXAMINER: $490.00 1APLANNING\R&GPACENVIR0NMENTAL REVISED 014"5 �X 3 v - � h J Ira �tisc 1 fT xf 6le Ilrr t Il � t { I S 302,i 1 L1 ` 390 E Cronquist Rd Ally ios. ry' J 1 d _ k J J 1 SeerK '144th St KP -- ` �� `�'" -EForx''uisf� Ictot' — � j `vg � � q res Beach 390 E Cronquist Rd Allyn,WA 98524 1 E 1 } L302; l DetGOlt-6r-1 l:� _ 4 �'. !S/ f_ � � l� ? �,. � ` , � �.? � � y33y�,: Y �� .`c� �� ____ ;''�c.t�'3 r�,y�t l` z :{ u✓ .3`� rk 3 -. ,: - �1� - � �;� •�. r- :., .t ., t,y,�� Lj�; - v`,:.a'' 4t�„ ' 'AM .-F' T /jy/f , / �' - O � fr". y �N�E cSat.C'`,fY„A l .:?� �.'.� S %,.{ S.�:t�tl "�.v* .✓,:' y 7 ' � J n.N x,� K> Y:l 'k f 1 / Fair Harbor c - K t ' I`}— r crape iew �Fiir/AsJ� l r �n r � 4 /y �. � � �� ~:�v ,.a �` 1,�y,'�•'�'ai ,�-x"�*3tir,x.`'.'�,ya�,�`�,Ys st°�''r' ;« a I ��t�K��"t�z.�€ c; ;f�>aa'�.e�, SL 3._;, �' ,t ✓'- �i :a,, 'i-,'' r 3."�'i < t*F'�?Z t :i? +,"' '' �'i5 s a $! 's ey r 7 j - y ".r� -,.�./ /. 'ZJ ��+.{�[.y# :.2 � '>�9`"(Zt'f �,x-,y �,.r• l ,t `r s �z'�Ma r� �t 3 _�n� ��'-',-a�wE.-._s:,�'//J/j ay OI �, �� 4'� •- `"'y. 'x�r .,}+�-f,- :ra -Kr:.4:�'t'T,s,°-_..',',..�'..i:� �I �.:; � °t. >>r$ �," 'y�3,.z.-. - f 0 , t� �! 3 ys�4. ti�'xx�"rs"�r�r*..... ...� f Harts ene � kierron 4 y. r h -d Hni tstd��e �' � ' Marine Floats' �-r- - 1208 East D St-Tacoma-WA 98421 -253-383-2740 I SCALE: NTS APPROVED BY: DRAWN BY 1 Point ft AB/WB .-( '_. L-_ ty-'✓�\Oa� �`(�"' �jF �.5'_l DATE: 7�30/OU REVISED VICINITY MAP JACK VANHORN AND DWIGHT SASTEN DRAWING NUMBER CASE INLET . �K3 14.16' 12' ill 10, 9` 8' 7' 1156 5' 4 3` 2' ?' 0.0' 100, 3 J 40' 36' 24' I 7' 8' 4'X ' 4' AL MINUM RA P EX STI G DOCK 3 � 3 PLAN VIEW (3) NEW GALVANIZED STEEL PILING u u Z-\-A MHHW 14.16' M H W 13.23' MHHW 1.5' UP 3' CONCRETE BULKHEAD DATUM: 0.5' ON SEPTEMBER 14, 2005, MARINE MLLW 0.0' SURVEYS AND ASSESSMENTS DETERMINED THE MHHW TO BE 1.5' UP THE BULKHEAD EXISTING FLOAT STOPS NOAA BENCHMARKS THE _MHHW AT Marine Floats 14.16' FOR A L L Y N. FLOAT S T❑P S 1208 East D St-Tacoma-WA 98421-253-383-2740 SECTION AT HIGH AND LOW WATER SCALE: 1"=10' APPROVED BY: DRAWN BY DATE: 9/3 0/08 REVISED PROPOSED FLOAT ADDITION JACK VANHORN �,Ow i+T J14jTEj,4 DRAWING NUMBER CASE INLET -EXISTING ROCK BULKHEAD JOHN AND DONNA FETCH 1811 LINCOLN CIRCLE SE o RENTON WA 98055 `D EXISTING ROCK BULKHEAD HOWARD AND BRENDA RIGGLEMAN I 400 EAST CRONQUIST ROAD ALLYN WA 98524 $8 0 fU CASE INLET 1 9' 12' 111 10' 9' B' 716, 5' 4' 3' 211' 496.05' , 1 - - - —- - -- - -- - - - - -- —- - -- —- - 100' 1 1 1 1 1 J I I — I I — ,JACK VANHORN PO BOX 226 z o ALLYN WA 98524 M cu NI M L -- EXISTING DRIVEWAY EXISTING CONCRETE BULKHEAD 491.30' I EXISTING CONCRETE BULKHEAD 0 o 0 DVIGHT AND ELLEN SASTEN w 1827 ROLLING HILLS AVE SE n RENTON VA 98055 hv Marine Floats I7AYMOND L JUDITHJUDITH SCHAFER EXISTING CONCRETE BULKHEAD 1208 East D St-Tacoma-WA 98421-253-383-2740 1912 ROLLING HILLS AVE SE 0 10 20 40 RENTON WA 98055 " ' APPROVED BY:SCALE: =4O DRAWN BY AB/WB SCALE: 1'=40' DATE: 9/3 0/0 8 REVISED SITE PLAN AND ADJACENT STRUCTURES JACK VANHORN DW►bHT f14lTEN DRAWING NUMBER CASE INLET