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Home My WebLink AboutSEP2021-00007 SHR2021-00002 See both parcels same TPN - SHR Application - 2/19/2021 MASON COUNTY DEPARTMENT OF PUBLIC WORKS 100 W PUBLIC WORKS DRIVE SHELTON, WASHINGTON 98584 Phone(360)427-9670 x450 Fax(360)427-7783 MASON COUNTY February19,2021 MISSION The mission of Mason County Government is to Ms.Julie Lewis provide essential& Mason Community Development mandated services which 615 W. Alder St will preserve&benefit the health,safety,&welfare of Shelton, WA 98584 the general public in a professional and courteous manner through the effective Subject: Skokomish Valley Road Flood Protection (FLD 2020-00018; and equitable management of available public MCPW Proj.#20-541-T) resources. wb'e z Mason County recognizes Dear M ts. that its employees& volunteers are the Enclosed are three copies of the Shoreline Permit Application, SEPA foundation upon which Environmental Checklist, and design drawings for the Skokomish Valley these services are provided. Road Flood Protection project. I've also enclosed mailing labels for property owners within 300 feet of the project, list of those property owners, and one extra copy of the drawing(I I"x 17")for your use. Please let me know if you need additional copies or anything else. You can contact me directly at 360.427.9670 x635 (office)or 360.490.1296 (cell). Thank you, Erik Schwartz Environmental Coordinator Encl: Shoreline Permit Application package w/Environmental Checklist and design drawings/3 Property Owners List/ 1 Design drawing(I I"x 17")/ 1 Mailing Labels Cc: Project File _ RECEIVED: �� MASON COUNTY COMMUNITY SERVICES Building,Planning,Environmental Health,Community Health 615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Phone:(360)427-9670 ext.352 ♦ Fax:(360)427-7798 PERMIT NO.:SN- aOa (-06Qa, SHORELINE PERMIT APPLICATION SHORELINE PERMITS CONDITIONAL USE* SUBSTANTIAL DEVELOPMENT X VARIANCE* EXEMPTION The Washington State Shoreline Management Act (RCW 90.58) requires that substantial developments within designated shorelines of the state comply with its administrative procedures (WAC 173-14) and the provisions of the Mason County Shoreline Management Master Program. The purpose of this Act and local program is to protect the state's shoreline resources. The program requires that substantial development (any development of which the total cost or fair market value exceeds $7,047.00 or materially interferes with the normal public use of the water or shorelines of the State be reviewed with the goals, polices, and performance standards established in the Master Program. Answer all questions completely. Attach any additional information that may further describe the proposed development. Incomplete applications will be returned. *Shoreline Variances and Conditional uses require public hearings and have additional pages that shall be attached to this application. APPLICANT: Mason County Public Works Department, ATTN.- Erik Schwartz, Enviro. Coord. ADDRESS: 100 W. Public Works Drive (street) Shelton WA 98584 (city) (state) (zip) TELEPHONE: 360 427-9670 x635 (home) (business) AUTHORIZED REPRESENTATIVE: ADDRESS: (street) (city) (state) (zip) TELEPHONE: PROPERTY DESCRIPTION.- General location (include property address, water body and associated wetlands—identify the name of the shoreline): Skokomish Valley Road,M.P. 3.88-4.58,County Road ROW along Skokomish River Rev. March 1, 2018 Include all parcel numbers: Projects located in open water areas, away from land shall provide latitude/longitude. County Road ROW, Road#41640,Parcel# 421180060000 and 521130060000 OWNERSHIP: Contract Applicant Owner X Lessee Purchaser (Identify) Other Owner: (street) (city) (state) (zip) DEVELOPMENT DESCRIPTON: Development proposal (identify and describe the proposed project, including the type of materials to be used, construction methods, principle dimensions, and other pertinent information): The project is to modify approximately 3,000 feet of roadway to reduce flooding at low points.There will be no change in use.The work involves a grade adjustment and ecology block road protection along approximately 950 feet of roadway,and placement of ecology block flood protection wall along 2,400 feet of roadway and parallel earthen berm. The two techniques for modifying the road overlap with each other and total approximately 3,000 feet of roadway modifications.Ecology blocks will be embedded 6 inches, lined with a membrane,and faced with quarry spall to protect against erosion. Existing Use (identify current use of property with exist improvements): County Road Reason for requesting development: Purpose is to reduce flood risk and improve safety for residents and traveling public. The road modifications are in response to potential emergency conditions caused by the closure of the Green Diamond Number 800 mainline road to public use. The applicant shall provide, at a minimum, the following information: a. SITE PLAN -drawn to scale and including: i. The boundary of the parcel(s) of land upon which the development is proposed; ii. The ordinary high water mark (OHWM). This may be an approximate location provided, that for any development where a determination of consistency with the applicable regulations requires a precise location of the OHWM the mark shall be located precisely and the biological and hydrological basis for the location as indicated on the plans shall be included in the development plan. Where the OHWM is neither adjacent to or within the boundary of the project, the plan shall indicate the distance and direction to the nearest OHWM of a shoreline; iii. Where appropriate, the proposed land contours using five-foot intervals in water area and ten-foot intervals on areas landward of OHWM, if development involves grading, cutting, filling, or other alteration of land contours; iv. The dimensions and location of existing structures which will be maintained; V. The dimensions and locations of proposed structures; parking and landscaping; vi. The location of proposed utilities, such as sewer, septic tanks and drain fields, water, gas and electricity; vii. The location, source, composition, and volume of fill material; viii. The location, composition and volume of any extracted materials, and proposed disposal area; b. CROSS SECTION,drawn to scale including: i. The existing ground elevations; ii. The proposed ground elevations; iii. The location and height of existing structures; iv. The location and height of proposed structures; V. The OHWM. c. VICINITY MAP, including: i. The location of subject parcel using natural points of reference (roads, state highways, prominent landmarks, etc.). ii. If the development involves the removal of any soils by dredging or otherwise, identify the proposed disposal site on the map. If disposal site is beyond the confines of the vicinity map, provide another vicinity map showing the precise location of the disposal site and its distance to nearest city or town. iii. On the map, or separately, give a brief narrative description of the vicinity of the proposed project including identification of the adjacent uses, structures and improvements, intensity of development and physical characteristics. d. ADJACENT LANDOWNERS. Provide names and mailing addresses of all real property owners within 300 feet of property line boundaries where development is proposed. ACKOWLEDGEMENT: I hereby declare, to the best of my knowledge and belief, the forgoing information and all attached information is true and correct. 2/12/2021 (Applicant or Authorized Representative) (date) Publication Cost Agreement Publication cost is the responsibility of the applicant. Final permit processing will not occur until advertising fees have been paid to the newspaper by the applicant.The Shelton-Mason County Journal will bill the applicant directly. I/WE understand that I/WE must sign and date the attached acknowledgment indicating and that I/WE understand that is MY/OUR responsibility. I/WE must submit the signed page as part of application in order for it to be considered as complete. Signature of Property Owner Date Print Name OR 2/12/2021 Erik Schwartz Signature of Applicant Date Print Name i PROPOSED SKOKOMISH VALLEY EMERGENCY FLOOD PROTECTION i I PROPOSED 2.IW FLOOD PROYM71ON WALL(SEE DETAIL BELOW) -------'�0°--�-tD�wE------- — --i'j°° --^---"�--- --i'$°'---r----"mow---.---w— --- '�- -- W -- —23« 2-OR �-- --- - -WATERPR00nN0 MEMBRANE QUARRY SPALL DOD LEWS 2.80' ZW N 5.0'ECO BLOCK 0.50 EXISTING PAVEMENT ` P NORNAL WATER LEVEL \ �\ \ \ \ 2.D(MIN) \�� ---------------•-------f19��\ PROPOSED FLOOD PROTECTION WALL STA. 8+00 TO STA. 32+00 DATE BY REVI51ON5 DATE BY D.— 20,ie I MASON COUNTY PUBLIC WORKS - COUNTY ROAD NO.JIM PLAN 'r ee r y COUNTY ENGINEER /// s - 1DO WEST PUBLIC WORKS DRIVE _ _— _ SKOKOMISH VALLEY FLOOD PROTECTION 1 HELTON,WASHINGTON 98584 MP 3.88 TO MP 4.58 — (360)427-9670 - e COUNTY PROJECT 20-541-T ROOD CONTROL °F 7 PROPOSED SKOKOMISH VALLEY EMERGENCY FLOOD PROTECTION h <g 3 '� 2.50'x 2.50'x 5.0'ECO BLOCK o cdF o mnogn rLaao Px°TEcBaN YULL b�' PROPOSED 948.56'GRADE ADJUSTMENT b ril LOWER VANCE CREEK O~ ai3 2.50'x 2.50'x 5.0'ECU BLOCK S S� GRADE ADJUSTMENT w G 12.00 12.00 m 1 8"CRUSHED SURFACING FG 08.50 2.50'x 2.50'x&0'ECO BLOCK BASE COURSE 2.50'x 2.50'x 5.0'ECD BLOCK I S 3000% S-3.00S I 12"MIN.CRUSHED SURFACING BASE COURSE -'EXISTING GROUND ----CRUSHED SURFACING BASE COURSE--- '�. . °'•G ° ° ,A GEOTEXTILE GEOTEXTILE .�;.' G`� f a i. i; s TO a CRUSHED GRAVEL BORRUIY,. . '. G G ••. s . .�. Zrim': ° °.' '° s.00 CROSS SECTION 5.00 STA. 32+00 - STA. 35+00 b z 70 $ V C CR _ FINISH 0 tADE ELE -00.50 Q _ 9-0.007E > -_ / 50 \ W 00STINs GROUND J W 50 STA. �^ F J� RCS 29 S^n R. RR $A $P 8m dA S" F,2 Rv 88 RYv $n $r RR y SY 8 S P 8 o d ELEV. m m n m m e o xS x1 16 m u m 16 m r4 c ri m 1D u iO n ^m m d m m STA.27+50 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 OATS By Re051oxs DATE ev 0 PLAN AND PROFILE v1m+,0 .w r MASON COUNTY PUBLIC WORKS COUNTY ROAD NO.41640 COUNTY ENGINEER 0 WEST PUBLIC GTO DRIVE _"� _ SKOKOMISH VALLEY FLOOD PROTECTION 2 LTON,WASHINGiON 98584Of MP 3.88 TO MP 4.SB _ (360)427-9670 -C COUNTY PROJECT 20-541-T FLOOD CONTROL 2 2 i PROPOSED SKOKOMISH VALLEY EMERGENCY FLOOD PROTECTION { , I I , , PROPOSED 2,400' FLOOD PROTECTION WALL ( SEE DETAIL BELOW) 8+00 9+00 10+00 11+00 12+00 13+00 14+00 —+----y----{-----'---+'------ — ----- 15+00 18+00 17+00 22+00 23+DO ---+--- ------------- �--- ----� --- — ------ —+ I — --------24+00 { i i i t WATERPROOFING MEMBRANE QUARRY SPALL FLOOD LEVEL •;M '. w''" 2.50' x 2.50' x 5.0" ECO BLOCK d A j� 0 50 �'�'� 9"'�/\ EXISTING PAVEMENT NORNAL WATER LEVEL \/\/\/\/\/\ \�\< 2.0 ( MIN ) PROPOSED FLOOD PROTECTION WALL STA. 8+00 TO STA. 32+00 DATE BY REVISIONS DATE BY ODE DRAWN 12/02/20 ALB MOVE THE BEG.DF WALL TO STA.12+00 AND CONT.TO STA26+00 1/5121 ALB t; " Or MASON COUNTY PUBLIC WORKS _- COUNTY ROAD NO.41640 PAN SHEET G DESIGNED 12101120 ALB 100 WEST PUBLIC WORKS DRIVE SKOKOMISH VALLEY FLOOD PROTECTION MP 3.88 TO MP 4.58 SHEET 1f CHECKED KED 1z03R0 Ds COUNTY ENGINEER ! - _ 1 < /,,SHELTON,WASHINGTON 98584 ��--++ (360)427-9670 COUNTY PROJECT 20-541-T FLOOD CONTROL of '9'yrotYL LN�� 2 PROPOSED SKOKOMISH VALLEY EMERGENCY FLOOD PROTECTION A �o o&MR a I 12 n ¢ M 2.50' x 2.50' x 5.0' ECO BLOCK o0 o o ! oWF o¢ PROPOSED ROOD PROTECTION WALL m (n PROPOSED 948.56' GRADE ADJUSTMENT F LOWER VANCE CREEK `I 1 - ° a1 o0 o_D e o o ox ff 2,50' x 2.50' x 5.0' ECO BLOCK t O� coo NN2 GRADE ADJUSTMENT wId ZU Z 1 F w0 ¢ i m EL p I-ii f O . F W la- 12.00 - - 12.00 i m Vf i 6" CRUSHED SURFACING FG = 66.50 k 2.50' x 2.50' x 5.0' ECO BLOCK BASE COURSE 2.50' x 2.50' x 5.0' ECO BLOCK S a 3.007. S = 3.007' 12" MIN. CRUSHED SURFACING BASE COURSE EXISTING GROUND CRUSHED SURFACING BASE COURSE °. ° ° ' a • C a •n. GEOTEXIILE GEOTEXIILE a ;--� ° e a. ° de 3" TO 4" CRUSHED GRAVEL BORROW d---------------------- ----=- O----.—�.—'a_—:— -- ---------- -——————————————-- s.0CROSS SECTION 5.00 STA. 32+00 — STA. 35+00 o U � a N — — — a R7 — F _ZO 0 LOWER VA CE CREE t� 70 FINISH 0 RADE ELEV 66.50 Q — -- -- -- 9 =0.00% 60 w - EXISTING GROUND J I 50 pppp pp p p B� O p p STA. 00 f� N M In N iO O N n U) Lo Lo d' W) N Il) f• IA to V) M O � W h O N N N 53 O N N h hN2 Lo OD taa On ou ONO ELEV. Id 1d 0 vo ai Id ri 0 .r 1d 4 (d v cd 4 Id vi cd 0i (d "i cd 6 16 c� Id ri cd n 0 vi cd vi 16 4 Id ri is Ld of 0 I: ai 06 w w m w w w w w w w w co w w w w w co w w w to w to w co w w w w co w w w w w w to to w w w w Lr to w w to STA.27+50 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 DATE BY REVISIONS DATE BY SUEETCODE _ PLAN AND PROFILE DRAWN 1210220 ALB NUMBER OF PAGES 1/5/21 ALB / � �° �°t f MASON COUNTY PUBLIC WORKS __ °_ _' COUNTY ROAD NO.41640 SHEET# DESIGNED 12/01/20 ALB — ENTERED COUNTY ENGINEER �� _ 0 WEST PUBLIC WORKS DRIVE - _ � 2 CHECKED 12rou20 DS LTON,WASHINGTON 98584 =_ "= SKOKOMISH VALLEY FLOOD PROTECTION MP 3.88 TO MP 4.58 — °oti8ro� (360)427-9670 _� COUNTY PROJECT 20 541 T FLOOD CONTROL of 2