The URL can be used to link to this page

Home My WebLink AboutSPI2007-00097 - SPI Inspections - 5/9/2008 x � °N'STATF MASON COUNTY o P� A o °N DEPARTMENT OF COMMUNITY DEVELOPMENT >. o N z Planning Division 7 N y P O Box 279, Shelton,WA 98584 (360)427-9670 1864 Site Inspection May 09, 2008 JOHN REED TG KEPT IN I H 301 WALLACE KNEELAND BLVD �" P L DEL f - STE 224-257 Case No.: SP12007-00097 Parcel No.: 321322390032 Project Description: Feasibility for new residence. 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 C Land Use Planner Mason County Planning Department 5/9/2008 1 of 3 SPI2007-00097 Site Inspection 5/9/2008 Case No.: SP12007-00097 Comments: Inspection for John Reed on April 20, 2007: Inspection was to determine the presence of critical areas and limits to development for residential and septic locations on a property on Jensen Rd. along Johns Creek. The property is a 5.11 acre parcel with little slope, a maintained area between the road and past use area, and vegetated with alders, jack pine, Douglas fir, and red cedars in the east half. The alignment of Johns Creek is 200 to 220 feet east of the east property line of this property and the creek floodplain extends to west of Jensen Rd. The site is Rural Residential 5 zone. Standard building setbacks are a 25 foot front yard setback, and a 20-foot side property line and rear yard setback. These setbacks are measured from structures above grade such as roof overhangs, stairs, balconies, decks, heat pumps, storage buildings, and fuel tanks. Critical Areas: Johns Creek (a type 1 or S water according to DNR stream typing maps) flows east of the subject parcel in an alignment directed south. The property lies completely within the floodplain area of the creek, as mapped on Community Panel No. #530115 0200. Since mid-1991, development within the floodplain is guided by the County's Flood Damage Prevention Ordinance. A building site that is in the floodplain, but not floodway, would have to be sited to be two foot above surrounding grade and have provisions for openings or vents in the foundation to permit flood flows to pass through if needed during very high flows. The additional information is provided in these findings to state how other development standards apply on a property with other critical areas present: Stream critical area - The observed type S stream (Johns Creek) has banks and channel with established streamside vegetation. Stream buffers and setbacks would be determined by the Mason County Resource Ordinance Section 17.01.110 Fish & Wildlife Habitat Conservation Areas. These provisions establish buffer and building setback standards for streams; for a type S stream thQre is a 150-foot vegetation buffer and a 15-foot building setback, for a total of 165 feet from the channel migration zone (CMZ) to a proposed development. In accordance with the Resource Ordinance, buffers are to be retained in their natural condition. New residential development is not permitted within Fish and Wildlife Habitat Conservation areas or its buffers, except 5/9/2008 2 of 3 SP12007-00097 Site Inspection 5/9/2008 Case No.: SP12007-00097 as approved through a variance request or reasonable use exception public review processes. Staff noted at the inspection that the potential development area shown by the applicant is beyond 350 feet from the edge of the creek. There should be adequate area for the proposed building site and septic location to meet the 165-foot horizontal distance from the creek at several points. As stated above, all development at grade must be behind this 165-foot distance. Slope or Landslide hazards: There is a slight slope from west to east that does not exceed 10 percent associated with the low natural shoreline adjacent to Johns Creek. The applicant does not need a geologic study as part of development review. With regards to septic issues, the general setbacks for septic systems require a 100 foot setback from surface water. However further information on wells and septic from Mason County Environmental Health should be contacted. Currently in order to install a septic system within the standard vegetated buffers, a Mason Environmental Permit must be applied for and granted. General process: A site plan (showing all setbacks from property lines, shoreline, existing structures, and other improvements) will be needed for building permit application submittal. County development standards referred to may be obtained from the County website at http://www.co.mason.wa.us. and then look for Community Development. If you have any questions please feel free to call. Thank you. 5/9/2008 3 of 3 SP12007-00097 +o) w 6 11a ce- K.vee1cw4 !3 iv, . _ c s aa�►�-aspL �� y Li( , 1 60014el�►� wo-s� T ` 1'J 4 / MAS N COY PLANNI�G DEPT. PRE-INSPECTION APPLICATIO PLEASE PRINT $225.00 Fee Required 1. Owner: Applicant: 6 Site Address: Applicant Address:kkk =e, Owner Address: City:5ke St w Zip q Fr Sd City: _St Zip Phone:(3(c Z/ - _ a Phone:( ) day Phone:(___) evening Planner: A -?).AfAl Email Address: SMP Comp.Plan r ype of Use U- Water Body 2. ace No. 02 - -Parcel No - _- 60 aa^eti�- ►�`aQZe�l ,a o,Mb Legal Description: oNe r 151Q�No�01�77 co{c�P,cQ �'�NPot ,2oaS Vd I �f s(n,�t alafs ► �2 Aj�fe�S F; e . 1$�3$`T'i� a Qor'Ii3NaF}l-�e5o� ^cosFq�ar e(Za /)w 'l aF-,x, 3. Purpose of Pre-Inspection : 2 1 Na r'i1,� rf,e 3 t,.�e5-1- W 4. Use of building: 4.0we es- ewe C' 5. Do any of the following exist on or adjacent to property?: slope(k� saltwater( lake( ) river ) pond( wetlantm seasonal runoff( other stream seasonal creek By C ree Directions to Site: S ti 5 - -A er K 1V 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 ws lating de v lopment of he site change after the time of inspection. [Applicant Signature: /"YDate: r I_g/ If you would like to be on site during inspection,please check here: Return application to: Department of Community Development,Planning Division P.O.Box 186 Shelton,WA 98584 (360)427-9670 ZLS-Co Please include a$205:60 check or money order payable to Mason County Treasurer When completed,this form becomes part of the parcel file.' FOR OFFICE USE ONLY: Accepted b p Y Date: MORE ON BACK SIDE LTLANNINGTACTM-INSPECTION Revised: 01/12/07 Please illustrate below the proposed building site in relation to critical areas (slopes, streams, lakes, wetlands, etc.)' existing improvements, as well as property lines. APPLICATIONS SUBMITTED WITHOUT ADEQUATE ILUSTRATIONS WILL NOT BE ACCEPTED AND WILL BE RETURNED TO THE APPLICANT. jaiw� 1 Aj 4 6k pal 1-4 x well a i-j see¢ r� � loe e�''"►"'� e art knqarIZeview se-- 6 ,- k5 (For Office Use Only) Planning Department Findings: PleAse illustrate below the proposed building site in relation to critical areas (slopes, streams, lakes,wetlands, etc.) existingimprovements, as well as property lines. APPLICATIONS SUBMITTED WITHOUT ADEQUATE p p p y ILUSTRATIONS WILL NOT BE ACCEPTED AND WILL BE RETURNED TO THE APPLICANT. � OY' 10 �i G� S� �a J ivy-1 �� well see�f loe de e art e� ariZeview N se I b S (For Office Use Only) Planning Department Findings: r 111SIX3 96'6090 3 8b,00.88 S M 66'6S9 3 Bb,OQ88 S 86'61£1� Zb'Of 9 _ — —96-ZZb MINON Lj �I ■■ "Db' 99P, o —£'1.199 3 .90,,OCLGR S c,� I SaNV'�13T1 d0 3s.X]3 I wow x:�b'9135 ,mri 1=77 (0330) 3 „60,9b.00 N ,� J �a zrs ■ � I C LOM7 -'� m o I z "V'JT1 ',1.1N�7CJO N06`V'W ON 3"11i $.S0J l(3W Z99 3 OG188 S Na r a10:4 411 NOWW 01 '07 DMW V WcWd m s 0 `" Q33o Wl y7 y Lino 33S a u vfnk elols ,m£ ON 3,1=i 3,1go I I = .�ON `£ x00e (0330) L6'69L --- M „60,L 1.00 N ■ON r- — —1 S'£'99 3 ,.Bf,00.88- S vo wu3n Ao 3VC73 ,££: - Wob!xodeuas ,�I ON OVOar klNr100 w ■ OD I 3N/1a13IN3� b/I MN 'JI/I MG LGV-4 3Nl'1 1S -- — 9!�—l19- - - - - - - - _ bL'b99 3 „Lb,��;LB S �— (0330) O1 4'b9 SONV'I.k n N1 977t/= I 66'6Z£'1 3 „Lb,f'b.LB S 13S ION N=TgN0O 10 I 0.99 N Z7 l- tJ'�`39 ON 0�O032J AO sN011'VAa G-=Iaf CINV SN0/17laU'R� SIN-awag a Ol ow Hllm aat aarw-L ML 3Nl7 i WG515 'ON CIVOai AI NW--) '0V02V