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Home My WebLink AboutSPI2001-00141 - SPI Inspections - 10/24/2001 °N-STA MASON COUNTY o P� A o N DEPARTMENT OF COMMUNITY DEVELOPMENT s N Planning Division o v Y P O Box 279, Shelton,WA 98684 0 e�° (360)427-9670 1864 Shoreline Inspection October 24, 2001 L+.J Case No.: SP12001-00141 � '- Parcel No.: 322344400000 Project Description: Shoreline preinspection to determine shoreline setbacks for addition to existing cabin. Determine setbacks from existing year round stream at edge of site. Dear Applicant: As part of this department's review of your permit application, a Shoreline Inspection (SPI) was performed on your property. Below you will find comments made regarding the proposed development and its critical values. In some cases, setbacks for development from shorelines, steep slopes, streams, and wetlands must be included in your specific proposal; these setbacks are included as part of the comments listed below. This information is based on County and State regulations as they exist to date. These regulations may change and may affect the requirements for development of the subject property. Please contact me at (360) 427-9670, ext. 295 if you have questions. Sincerely, Pam Bennett-Cumming Land Use Planner Mason County Planning Department 10/24/2001 1 of 3 SP12001-00141 1 Shoreline Inspection 10/24/2001 Case No.: SP12001-00141 Comments: The site is on Highway 106, and the property spans both sides of the road. An existing cabin is located on the waterward side of the highway. A stream on the upland side crosses under the road and flows along the edge of the cabin site into Hood Canal. The preinspection focused on several issues which are addressed individually below. Where more than one setback applies to a specific development, the development must meet both setbacks, which means the greater setback prevails. SHORELINE MASTER PROGRAM: Site within 200 feet of the Ordinary High Water Mark of Hood Canal is under Shoreline Master Program jurisdiction, designation Urban Residential. The existing cabin is a nonconforming structure, in that its waterward roof projection is 8ft 6in. from the outside edge of the concrete bulkhead. The waterward wall of the cabin is 1 Oft 1 in. from the outside edge of the concrete bulkhead. There is an existing residential structure on the property to the west (left looking at the water). Within 150 feet of the property on the east side (right looking at the water) there are no residential structures. On this site the shoreline setback for any proposed addition or appurtenant structures was determined by using the shoreline setback common line drawn from the adjacent residence roofline to the 15 foot default setback point on the existing cabin on site. Proposed residential development to the west of the cabin shall be landward of this line. The shoreline setback common line crosses the fence on the west side of Vermillion property at a point approximately 30 ft landward of the waterward edge of the concrete bulkhead. This distance will need to be confirmed once the pole and tarp structure which is located in violation of the setback, is removed, relocated or modified. On the easterly side of the cabin, the shoreline setback would be landward of a line drawn from the 15 foot default setback point on the side of the cabin, continuing at 15 ft from the OHWM as measured from the top outside edge of the rock bulkhead. Sideyard shoreline setback shall be 5 feet. (Please contact Building Inspector Tami Griffey at (360) 427-9670 ext 356 for information on setback from Highway 106). Reduction of any sideyard setback below 5 feet requires application for and approval of a shoreline variance. STRUCTURES NONCONFORMING TO THE SMP, TO BE CORRECTED : (a) There is an approximately 1ft 6in wide section of the west property line fence between the intersection of the common line and where the lower (30in. or less) portion of the fence begins, which is nonconforming to the shoreline setback. The nonconforming section of fence must be lowered to meet the 10/24/2001 2 of 3 SP12001-00141 s - Shoreline Inspection 10/24/2001 Case No.: SP12001-00141 30in. or less provision in the Residential Development Chapter 7.16.080 of the SMP, or be removed. (b) There are two (each 1 Oft x 20ft) pole and tarp structures located one on each side of the existing cabin. At least one of these (west side of cabin) has a portion which is located in violation of the shoreline setback common line and sideyard setback. Both the fence section and pole and tarp structure(s) which are in violation of the shoreline setbacks must be modified, removed or moved so they are consistent with setback provisions. This was discussed with you during the site visit and you indicated your willingness to comply. Please contact me within 30 days of the date of this letter to arrange for a site inspection to verify compliance. FISH AND WILDLIFE HABITAT CONSERVATION AREA CHAPTER OF RESOURCE ORDINANCE: There is a Type IV stream on site. Type IV waters have a 100 foot vegetative buffer, with an additional building setback of 15 feet. Because we have not measured the buffer in relation to your land, staff does not know if your property (including that across the road) contains land outside the buffer. In cases where there is no land outside the buffer, application for a variance may be made. Applications are reviewed based on the attached variance criteria, and application for a variance does not guarantee approval. The variance process includes public notice, a public comment period, review before the Planning Commission, and a public hearing before the Board of County Commissioners. Your application will need to demonstrate consistency with ALL variance criteria. FLOODPLAIN: Portion of site is within the Zone A floodplain of Hood Canal as shown in Flood Insurance Rate Map 5301150120C. New construction and substantial improvements in the floodplain shall meet the provisions of the Mason County Flood Damage Prevention Ordinance (copy enclosed). QUESTIONS ABOUT ENVIRONMENTAL HEALTH ISSUES AND SHELLFISH IMPACT FROM ADJACENT PROPERTY DRAIN: Please contact Environmental Health manager Debbie Riley who may be able to direct you to contacts in this field of expertise. She can be reached at (360) 427-9670 ext. 358. cc: James Hungerford 10/24/2001 3 of 3 SP12001-00141 letermine it flood insurance is lVdilable in this community, act your insurance agent,or call the National Flood Insurance ram,at (800) 638.6620. i APPROXIMATE SCALE IN FEET 1000 0 1000 1 NATIONAL FLOOD INSURANCE PROGRAM I FIRM FLOOD INSURANCE RATE MAP �i MASON COUNTY, WASHINGTON (UNINCORPORATED AREAS) I � PANEL 120 OF 300 (SEE MAP INDEX FOR PANELS NOT PRINTED) COMMUNITY-PANEL NUMBER 530115 0120 C MAN EFFECTIVE DATE: F` MAY 17, 1988 Federal Emergency Management Agency rtMvu ZONE B 0 'o 0 P ZONE A LIMIT OF Oa-�� DETAILED `STUDY \ Tahuya NOli1 H i LAKE TABU 1 27 ZONE C sr �rF RO(iTF 100 1 i Sisters Point ZONE A HOOD W -44 I � ZONE C 34 JOINS PANEL 0185 MASON COUNTY SHORELINE PRE-INSPECTION APPLICATION PLEASE PRINT 070.00 Fee Required 1. Owner: Applicant: Site Addr s: Applicant Address: 0 y S� Owner Address: (o r-( o6p, S-E, City: StQ,Zip �S t City: 061 Zip_4�5 c Phone: ! Phone: Irk c a( - zx g:�t 2. Parcel No. - - Legal Description: / � _-2 Wa4'11- 3. Purpose of Pre-Inspection: 4. Use of Building: 5. Is there any type of water on or adjacent to property?: saltwater lake river pond wetland seasonal runoff other stream seasonal creek I Directions to Site: If the information is incomplete. then Mason County must disclaim any errors resulting from deficiencies in the original application. Pre-inspection reports remain valid only until develo ment changes occur in the vicinity which affect the lot evaluated in this inspection. r Applicant Signature: Date: y G 0 Return application to: Department of Community Development,Planning Division P.O. Box 279 Shelton, WA 98584 (360) 427-9670 Please include a $70.00 check or money order payable to Mason County Treasurer FOR OFFICE USE ONLY: Accepted by: Date: zooryi _AJIN10a NOSVN 5Z179LZVO9£ Iva VS:LO 11H.1. TO/ZO/90 I ' 115' 1 0 f� FLOATING PIER RAMP FIXED PIER a 12' EXISTING STAIRS 1 ' M.H_H.W_ 11.8' AT EXISTING CONCRETE; BULKHEAD llq' = Zt kb j�, M.H.H.W, 11.8' AT I EXISTING NATURAL j SHORELINE N js,5 �+ 71.95, _55'—t ' � >6 H \Z 3 W lt,W►ON w �s� M4SoN C� out L4 ct rnwt �a� Adtc-A ��,��-x -V,-,�W-k �ti. 1TION Rv HOOD CANIAL "aoo 13.15' EXI57tNG BULK HEAD M��C ( �► OES NO �►� �� - I p.19 AC. TO R/W HWY ,5.13 8450 SQ.F7. �y u L-3 ATtON EDGE A t� -� .- pGET vE 25.22 v� `4 ter. 7.25' -10 I 00 t 12 L- 1,3 cP.� R �ar 1 y.47 40' 115' . E. pP PROPOSED FLOATING PIER 9 i 9 PROPOSED RAMP k PROPOSED FIXED PIER I12' EXISTING STAIRS w1 s 4x M.H.H.W. 11.8' AT EXISTING CONCRETE c+ in BULKHEAD v BULKHEAD � Z �_ \ 0 M.H.H.W. 11.8' AT EXISTING NATURAL SHORELINE � parking 047. _3 W r�"G `N 20 w Q N 8 51 5•�1�^— w DRAWING SCALE:1"=40' PROPOSED:CONSTRUCT APNMWR 1 PUCANT: JERRY VERMILLION AGE OF:6 DATE:3-22-00 VAS 1 LDS viol VA ' J �� •off �ti./ ` j 'F O 1h Q r 1•h � a/. w b m n I iyt 0 y S�^ 1 1 r� yw tye�lll�leuna'ei K111�1tMMf'e]we IM�pMgf:n�-]u�u2gow Lama u0Y1W OA-UUGnlw,Kf WWI � •.J �n�n JnLi nn[• wunTf7 UTAOV WRC :nT 99 AT JQW i F l•}k 1 _ - s T � PART OF G ( SE1 4 SE1 /4) SEC TION 34 — T . 22N . — R . 3W . ,W.M.. HOOD CANAL HOOD CANAL WE _ EXISTING BULK HEAD - 15.24's MP�Cy\�P5 � 0.19 AC. TO R/W HWY ES NpZ 131` 8450 SO-FT. W MPP Op r GWO 5.22'-s O L-3 o� ly4 VEDGETATION EDGE - .25' 10 7 Z -Y-' oa 1g�C9_ Z°B'2�2� J` •r_Y_®_ �- 224 ;" ^2idri ----'"/ ep 41 264 96C=f4 --�=T(j ,' i + �ir�re✓'Rp�e----' ='►j e_ 332=- .sf522 °-------�?s 200 .140 194/ LINE CALL TABLE COURSE BEARING DISTANCE --- _ L-1 S40°40'14"E 87.95' L-2 S48°35'21"W 6.54' L-3 S26613'1VIE 12.02' L-4 S58Q04'58"E 49.71' L-5 S50oO6'39"E 43.50' i .a caA°1r,"7,V )Q on,