Loading...
HomeMy WebLinkAboutSPI2013-00039 - SPI Inspections - 7/22/2013 a oN.STATF MASON COUNTY A o N DEPARTMENT OF COMMUNITY DEVELOPMENT o o N Planning Division Z N T Y P O Box 279, Shelton, WA 98584 (360)427-9670 1864 Site Inspection July 22, 2013 TO BE KEPT IN THE PARCEL FILE DANIEL ROBINSON 4552 E STATE ROUTE 302 BELFAIR WA 98528 12-2-24 1,50 00�1_ Case No.: SP12013-00039 Parcel No.: 122285001002 Project Description: SETBACKS, ASSESS BULKHEAD REPAIR, MOVE SEWER GRINDER PUMP, NEW CONSTRUCTION Dear Applicant: Pursuant to your application, a site pre-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. 365 if you have questions. Sincerely, Allan Borden Land Use Planner Mason County Planning Department 7/22/2013 Page 1 of 4 SP12013-00039 Site Inspection 7/22/2013 Case No.: SP12013-00039 Comments: Pre-inspection for Daniel Robinson on June 6, 2011 The pre-inspection with owner to evaluate the replacement of a single family residence and outbuildings on a 0.50 acre parcel [PN: 22228-50-01002] located along the shoreline of North Bay Case Inlet. The 92-ft. [N-S] by 220-ft. [E-W] wide area of parcel west of the state highway is slightly sloped and landscaped and has a log bulkhead along exposed bank along the beach. At the time of inspection, the existing residential structures were measured for dimensions and certain setbacks. The proposed replacement and/or additional areas would be located at the proper setbacks based upon this inspection. These findings state regulations in effect at inspection time, unless noted otherwise. Development Regulations standards: The site is in Rural Residential 5 zone. Standard building setbacks are 25-foot front yard setback, and 20-foot side property line and rear yard setbacks. These setbacks are measured from structures above grade such as roof overhangs, stairs, balconies, decks, heat pumps, storage buildings, and fuel tanks. _Y_ An exception is made for lots less than 100 feet in width, where side yard setbacks are equal to 10 percent of the lot width, but no less than 5 feet; this property has a 9 ft. side yard setback, depending on proposed building footprint. _Y_ An administrative variance may be requested to reduce these setback distances from property lines, to as low as 5 feet (side yard), if the size, shape, or features of the property constrain development from the proper setbacks. This process requires application and review at the time of the building permit submittal. Resource Ordinance Standards: _N_ Wetland critical area: Planning staff confirmed that the parcel does not contain certain wetlands, which are regulated under Mason County's Wetlands chapter 17.01.070 of the Mason County Resource Ordinance. The applicant will not need a wetlands special report during development review. Stream setbacks: If a stream were present, setbacks from the stream would be determined by the Mason County Resource Ordinance. No stream is observed within a distance close enough for standards to apply to proposed development. 7/22/2013 Page 2 of 4 SP12013-00039 i Site Inspection 7/22/2013 Case No.: SP12013-00039 _N_ Slope or Landslide hazards: Slopes 5 percent or less are adjacent to or within 300 feet of a proposed project were observed; slumping or seepage conditions that could contribute to sliding were not observed. The applicant will not need a geologic special report during development review. Y_ Shoreline setbacks: The shoreline designation for Case Inlet is Urban Environment per the Mason County Shoreline Master Program and development setbacks would be determined by the Mason County Resource Ordinance. The general provisions include that the shoreline setback is determined by the common line distance of setback from the roofline of the adjacent residence on each side of the subject parcel to the ordinary high water mark (OHWM) of the Case Inlet shoreline. Any portion of the new structure, including decks, balconies, and rooflines, must be behind this common line. Shoreward of this line for 15 feet toward the shoreline is an area that may be used for lawns, patios or landscaping (development at grade level). From that point toward the shoreline is considered to be a required vegetated buffer that must remain and is regulated by the Mason County Resource Ordinance Fish and Wildlife Habitat Conservation Areas Chapter. Within this chapter are those activities listed that can be done both with and without a Mason Environmental Permit; proposed tree limbing and limited cutting of trees in the buffer for view improvement are reviewed by the area permit planner prior to starting these type of activities. The owner plans to replace the existing one-level home. Staff measured the setback of the residence with its covered porch on the shore side; the 16 ft. deep porch is 22 feet from the log bulkhead. The home to the south is farther back than the subject property, and the south roof corner of the Robinson home will allow the porch to be moved to the center of the new residence without affecting the south views. All of the remaining new buildings or replacements will be behind the existing building footprint. Replacement could include an addition of a second story to the structure, but such development must meet all setbacks as noted in the text above, including the 15-ft. setback from the bulkhead, Shoreline Master Program setback standard. You would need to confirm with the Environmental Health Department what their septic system standards are to make sure about the adequacy of supplying a septic disposal for the proposed development. 7/22/2013 Page 3 of 4 SP12013-00039 Site Inspection 7/22/2013 Case No.: SP12013-00039 General process: Future development must include a site plan, showing all setbacks from property lines, shoreline, road, and existing and proposed improvements; this site plan will be needed for building permit application submittal and review. Specific County Codes standards for future development may be found at the County website address http://www.co.mason.wa.us. If you have any questions please feel free to call. Thank you. 7/22/2013 Page 4 of 4 SP12013-00039 spr2oi3--=29 ACCEPTED BY`— .I MASON COUNTY PLANNING DEPT. PRE—INSPECTION APPLICATION PLEASE PRINT $255.00 Fee Required 1. Site Address: S5 �e c► �Q 9�:s� Owner: Applicant: 7_7 /i%v,j Q�i n56n Owner Address: E 51njL; , _3 b Applicant Address: City: 6ESt Zip �s'9-8 City: StAa, Zip k.5�9 Phone: (?)k) 9-0 dA 5 0 day Phone: JW 4L2�day Phone: � _6 27— 06 qCo evening Phone: (4&<) n25e7 evening Email Address: �,1 _Y k Mg=t? Ct1 A Email Address: 2. Parcel#'sa - Q C1 O 0 - Legal Description: 3. Purpose of Pre-Inspection: r 4. Use of building: 15 1��T/O 5. Do any of the following exist on or adjacent to property?: slope ( ) saltwater lake{ ) river ( ) pond( ) wetland ( ) . seasonal runoff( ) other( stream{ )seasonal creek{ } Directions to Site: C� o i 46-Ti I—lu)4 s- 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 development changes occur in the vicinity,which affect the lot evaluated in this inspection,or the laws regulating development of the site change after the time of inspection. 4 Applicant Signature: Date: / /—7aqol Return application to: Department of Community Development,Planning Division P.O.Box 186 Shelton,WA 98584 Please include a$255.00 check or money order payable to Mason County Treasurer. MORE ON BACK SIDE I:1Community Development\PAC1SPI12012 Pre-Inspection.doc CASEINLET EXISTING VERTICAL LOG BULKHEAD 9 tV � E70i1M0 RAM COVEREDDECK EXISTING HOUSE 20'-10" m.-8" EXISTING GRINDER PUMP f 274.1' EXISTING 4 GARAGE [SHED] 264'1 324r m� 6'-0" 244' era EXISTING SHED 49-(r EXISTING PLOT PLAN EXISTING WELL OVERHEAD PUMP SCALE: 1'=30'-0" 9629 STATE ROUTE 302 • CASEINLET Ad 97 BULKHEAD REPAIR USING SIMILAR LOGS 4 RAMP 174r X u� A A ` A X tl X 274.1' 264.1' © o 1a 1s_9" NEW UNDERGROUND POWER LINE, PROPANE LINE,WATER LINE,SEWER LINE PROPERTY ADDRESS: 4562 E STATE ROUTE 302 BELFApt,WA 98528 NEW LOCATION FOR X SEWER GRINDER PUMP DRIVEWAY CONVERT OVERHEAD WELL • PUMP TO SUBMERSIBLE PITLESS ADAPTER iX51N' FUTURE GARAGE ar PROPANE TANK 4 PROPOSED PLOT PLAN SCALE: 1"=3V-O' 98.25' STATE ROUTE 302 ___ s . r r .4 e 122282100081 a 122282100080 All 1 w`r M f 1 ,g yl e 228500 02 12 +��, „�f �.�'►�q� 122288888888 , i �� N ,�"� �-� s�,," A� *, • X 1 _ r s 122285002901 ' ' 122285001001 �qd,� 'wy i►-r.l'�� q ra � " f � 12228500100� r �+ s Epp , w+ i a sc r 11 I. 122282180295 122285001005 y � ` • s# r QI '� Y '.r Jk Fk 122282180296 • r (' T +ir '► "e ` "° *� k r t Om 122285002003 122282180297 122282180293 ? +• R ' 1 . ..,_..�, ,�, `�- • 122285002002 122285001007 122285001001 122285