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Home My WebLink AboutSPI2003-00095 - SPI Inspections - 6/23/2003 ON-STATE MASON COUNTY o P� A c °N DEPARTMENT OF COMMUNITY DEVELOPMENT 0 o N Planning Division 7 N y ti P O Box 279, Shelton,WA 98584 �° (360)427-9670 1864 Site Inspection June 23, 2003 MARC GROHE P O BOX 428 UNION WA 98592 Case No.: SP12003-00095 Parcel No.: 322325215005 Project Description: SEPTIC & SFR LOCATION 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. 286 if you have questions. Sincerely, Scott Lonclanecker Land Use Planner Mason County Planning Department 6/23/2003 1 of 3 SP12003-00095 Site Inspection 6/23/2003 Case No.: SP12003-00095 Comments: Pre-inspection for Grohe: Rural Residential 5 zoning designation. Standard building setbacks for this zoning are a 25 foot front yard setback, and 20 foot side and rear yard setback. The exception to this is for lots less than one acre and under 100 feet in width. In this case side yard setbacks are equal to 10% of the lot width, but no less than 5 feet. These setbacks are measured from portions of structures over 30 inches above grade such as roof overhangs, and any structure, including heat pumps etc. Other setbacks can apply when critical areas are present such as streams, wetlands, steep slopes etc. Slopes: Due to slopes adjacent to or within 300 feet of the project a Geological Assessment will need to be done to address slope stability and the other requirements of the enclosed landslide hazard chapter 17.01.100 section E. 4. The report must state that the hazards of the landslide area can be overcome in such a manner as to prevent harm to property and public health and safety, and must also assure the project will cause no significant environmental impact. See Mason County Code 17.01 .100, E7. The Geo. Assessment should also address placement of the on-site septic system in relation to slopes, and provide recommedations. The Landslide Hazard covenant attached to the back of the enclosed ordinance will also need to be completed and recorded with the Mason County Auditor prior to building permit issuance. Please provide a copy to the Planning Department after recording. Under ordinance 17.01.100 a minimum 50 foot natural vegetated buffer is required from landslide hazard areas (back from the top of slope). An application can be made to reduce this distance based upon the recommendations contained within a geotechnical report. Please review your Geological Assessment prior to submission to ensure that it contains the information required in section E. 4. of the enclosed ordinance (highlighted section). Missing information will result in further delays in the review process. You may want to provide a copy of these requirements to your licensed engineer or geologist. If any grading / excavation is proposed in or near slopes a grading plan will be needed to show any proposed topographical changes, cuts, retaining walls etc. 6/23/2003 2 of 3 SP12003-00095 Site Inspection 6/23/2003 Case No.: SP12003-00095 No other critical areas were identified on site. If you have any questions please feel free to call. Thank you. 6/23/2003 3 of 3 SP12003-00095 MASON COUNTY S Cn RESOURCE LANDS & CRITICAL AREAS CHECKLIST PLEASE PRINT ZZOO tf&-"Fee RegtAred Applicant: /�� Gi�Ol1� Parcel No} 3 ZZ 3�- -Sz- - /&DO I Applicant Address: o• nr Z �ipCity; e I Description: Phone: ° CiNLIV CIA, Owner Name (if different from applicant: 2- Purpose of Pre-Inspection: Use of Building: Do any of the following exist on or within 200 feet of the property: sdltwater lake river/stream pond / -we/tland seasonal runoff slope-X_ Directions to Site: Please Illustrate in the box below the proposed building site in relation-to property lines, significant natural features, slope grade and direction and topography (or include on separate sheet): North Arrow Set �c�o a�/ S�T� //��ia-�✓ a-�ol Se��x�� sk�1�, S��.N� RECEIVED ,JUN 0 4 2 03 426 W. CEDAR ST. This checklist is designed to assist an applicant for a Building Permit, On-Site Sewage System Site Evaluation and .pisposal Permit, Access Permit, Land Modification Permit, Boundary Line Adjustments, Land Segregations, Hazardous Waste Permit,or Shoreline Permit in determining whether their property is affect by regulations under the Mason County interim Ordinance (77-93). This checklist is an important opportunity for identifying=y in the permit process whether there will be any environmental regulations affecting the proposed development. If the information is incomplete, then Mason County must disclaim any errors resulting from deficiencies in the original application. Pre4nspection reports remain valid ord until development changes occur in the vicinity which affects the lot evaluated in tNs inspection- Applicant Signature: Date: Return application to: Department of Community Development,Planning Division 411 N.6th/P.0.Box 578 Shatter,WA 98584 (360)427-9e70 Please make et»oks or money order payable to Mason County Treasurer When oomp(ated,this form becomes part of the permit application. p!;;w :IiYJYYty Lein. ' v;:v r:n�n�.+.� I,��ils�innU cites IR rsatattQil to critical area & property li;�es: V VJVY 4Y• !1! R h I I� Departmental Review (For Office Use Only) Planning Department Findings: 440' N LU 0- O J DRAINFIELD AREA -- Al 0-36"GSL BANDS OF ' J COMPACTED ` SAND(NOT ` RESTRICTIVE) 36"+TILL � Q� 3 O A o O 6"GSL 63++WEATH. ` 3 BDRM HOME TILL �— FAST ATU (RESTRICTIVE) PROPOSED WELL ` 100.00 R 3 i t GARAGE 0-27"GSL i 27"+WEATH. r TILL i (RESTRICTIVE) DRIVEWAY r r r r SITE PLAN: FOR: GROHE JOB#: i PARCEL#: 32232-52-15005 DATE: 18 MARCH 2O03 BY: TJS DESIGN PAGE OF NORTH ARROW: SCALE: 1" = 30' 0 TAHJA-SYRETT DE31GN5 O 0' 60' -�- - - 1 ill L -1-- -3 V_ 3 _f 11 L I _I -_J L _L_ A_ _ 4-4--4 INk ! L_ _ -1_1.�-�L-_-----_III � o._.._� II. I!I �- 1. 1 I I __ 1