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Home My WebLink AboutSPI2006-00019 - SPI Inspections - 3/7/2006 ON STAT�c MASON COUNTY o�S A o N DEPARTMENT OF COMMUNITY DEVELOPMENT r N Z Planning Division o x Y P O Box 279,Shelton,WA 98584 °J �'°~ (360)427-9670 186A Site Inspection March 07, 2006 DAVIS 521 E LOMBARD RD. SOUTH TO BE KEPT IN THE 21 OMB GRAPEVIEW WA 98546 PARCEL FILE Case No.: SP12006-00019 Parcel No.: 121085002006 Project Description: Site Suitability for Development 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, R& P'4' Allan Borden Land Use Planner Mason County Planning Department 3/712006 1 of 3 SP12006-00019 Site Inspection 3/7/2006 Case No.: SP12006-00019 Comments: Site visit made for Lynn & Myrna Davis on Feb. 22, 2006. Staff observed a 0.29 ac. property where a mobile home was once located at the end of a cul-du-sac of Pirates Place (Lot 6 Blk 2 Pirates Cove). The site is half vegetated with large, mature evergreen and deciduous trees adjacent to several cleared area and slopes. Steep slopes of 20 to 25 percent exist on the property, sloping to the east and southeast down to the adjacent property. There is more level area in the upper west area along Pirates Place (varying from 28 to 71 feet deep) where the mobile or RV was located, as shown on the enclosed drawing. The property is located in the Rural Residential 5 zone. Standard building setbacks for this zone are a 25-foot front yard / street setback and 20-foot side and rear line setbacks. These setbacks are measured from structures that are 30 inches above grade such as roof overhangs (roof gutters), stairs, balconies, decks, heat pumps etc. An administrative variance may be requested to reduce these setback distances from property lines, to as low as 10 feet (front yard) or 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. Landslide hazard areas: Due to the greater than 20 to 25 percent slopes on or adjacent to the site, the development of the property would require that a Geologic Assessment be prepared prior to permit issuance in accordance with the enclosed Landslide Hazard Ordinance, section EA. The assessment will need to address the full extent of site development (proposed site preparation and structures), erosion control, and vegetation and storm water management. At least 2 copies should be provided to the County. A Landslide Hazard Covenant may need to be completed and recorded with the County Auditor, if it is determined through a Geologic Assessment that proposed construction will occur within a landslide hazard area. Prior to further ground disturbing activity, or site development excavation or grading, an acceptable Geologic Assessment will need to be submitted to the County and a permit issued i.e. building permit or Mason Environmental Permit. A topographic profile will need to be provided when submitting a building permit application. This profile view should show existing and proposed topography with regards to cutting, filling etc. The potential area for construction of a new structure will require minimal grading and excavation. 31712006 2 of 3 SP12006-00019 Site Inspection 3/7/2006 Case No.: SP12006-00019 Streams setbacks: No streams or wetland areas were observed on the subject property. General process: A site plan, showing all setbacks from property i lines, slopes and other improvements, will be needed for building permit application submittal. A topographical profile will also be helpful to show the slope critical area information. 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. 1 i I j y t s I i a i 3 3/7/2006 3 of 3 SP12006-00019 3 {yj hLASON COUNTY PLANNING DEPT. PRE-INSPECTION APPLICATION PLEASE PRINT $205.00 Foe Required 1. Owner: Applicant-Lm,n ftc5l- &-e-k Site Ad 47-4 - Applicant Address: Owner*ddr9ss:_JSA5�t_ City: St Zip City: t�St (U Zip S Phone:( day Phone: 61 day Phone:( ) evening Planner. ':ZD Email Address: 1(�S1VIP Comp.Plan_, dl)lpe of Use 0 3 61 2. Parcel No. 1 D Body Parcel No. - Legal Description: 3. Purpose of, Inspection: a 4. Use of building: 5. Do any of the following exist on or adjacent to property?: slope tV� saltwater( lake( river pond( ) wetland seasonal runoff( other stream( ) seasonal creek Directions to Site: - 7- 72e A 2AI N 6vttAK✓tck7 at"L. < ry Rr 7T-s .c! 4A1 TD T',b .t3J2_1.&"r' \/lil� 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. Applicant Signature Date: Z3.Lg,2, 7on If you world 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 98594 (360)427-9670 Please include a$205.00 check or money order payable to Mason County Treasurer When completed,this form becomes part of the parcel file. FOR OFFICE USE ONLY:Accepted by: Date: MORE ON BACK SIDE Revised: 01/1&% 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. IN- 64 a. �Z 1 E 1 .f l Departmental Review (For Office Use Only) Planning Department Findings: LA J \ V"I MASON COUNTY �40O" 00 t) "q . PLANNING DEPT. PRE-INSPECTION APPLICATION PLEASE PRINT $205.00 Fee Required 1. Owner: Applicant:__ R_lit_i Site Address: I Applicant Address: Owner Address: City: St Zip City: St Zip Phone:_(_ d y Phone:_( - - 6y Phone:_ ) evening 2. Parcel No. O Parcel No. - - Email Address: Legal Description: l IF"f4 Wl-f -?/ Planner: SW Comp.Plan Type of Use Water Body 3. Purpose of Pre-Inspection 4. Use of Building: S. 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: 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. Applicant Signature: Date: 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 Please include a$205.00 check or money order payable to Mason County Treasurer When completed, this form becomes part of the.parcel file. FOR OFFICE USE ONLY: Accepted by: Date:. MORE ON BACK SIDE I:TL-ANNIN \CHARELIARENEEE\PR&INSPECTION Revised: 08/19/05 tlease illustrate below the proposed building site in relation to critical areas(slopes, streams, lakes�wetlands), existing improvements, and to the property lines: i �o fn 3a1i �� `3 (For Office Use Only) Planning Department Findings: E I:\PLANN FNG\CHARELL&REN EEIPRE-INSPECTION Revised: 11/1 S/p4 IVEWWAGE SYSTEM APPLICATION MASON COUI9 Q&ftALTH 426 W.CEDAR STREET Official use only U, MASQN16WUNTI( PERMIT NUMBER: W��C7�C-�(�(� Q � SHELTON,WA 98584 72C _a ce (360)427-9670, Ext.352 DATE RECEIVED: AMOUNT RECEIVED: p K _ , APPLICANT �— O m DATE"'Doo � CHECK APPLICABLE ITEMS NEW SYSTEM 01 m MAILING ADDRESS O REPAIR SYSTEM 3 P DAY TIME PHONE O 0 O TABLE 6 REPAIR v 1 TANK REPLACEMENT p CITY STATE ZIP O RV HOLDING TANK ONLY < ^�� (requires waiver) Y+ 13 O INSTALLATION PERMIT ONLY f SITE ADDRESS O SINGLE FAMILY m NY—i D OTHER Z NAME OF DESIGNER Please describe: C PHONE NUMBER Q 1 Q^q � Note: e 1 Asbuilts required for all insUdlations, NAME OF STALLER v DRINKING WATER SOURCE p Q PRIVATE INDIVIDUAL WELL ° In ^NUMBER OF BEDROOMS LOT SIZE. ACRES FT X FT Q PRIVATE TWO-PARTY WELL }V COMMUNITY/PUBLIC WATER SYSTEM I� _ SYSTEM WFI#: IQ SPECIFIC DIRECTIONS FOR LOCATING SITE. SYSTEM NAME: I� TT� i-.� va 'fit. 10 Site must be flagged from main road and test holes must be la tubersed with test hole nu 1 � I� � Official use only below this line ° soil.Loos I G co MRMNTS/CONDITIONS �1 0 -- �__ PQ.� c oc� qA ! Imo' �DN-\,N4 ;DATE TEXTURE CODES: e G= ravelf S=sand L—loam Si=sift C=cIa E=extremel CTOR SIGNATURE DATE DESIGN EXPIRATION DATE DESIGN APPROVED BY DATE L lo�INSTALLATI FEE PAID INSTAL SON EXPIRATION DATE INSTALLATION ROVED BY DATE !Z Z`Y Revised 4/9/2007 t . RECJV::D DESIGN FORM—PA(Y' L' 41 LUUJ Assessor's Parcel Number:. A design will be re' 6>"31aQWWEYch of the following are submitted: Completed design form that has been signed and dated. `'Scaled layout sketch, including all applicable items on checklist Scaled plot plan,including all applicable items on checklist Cross-section sketch,including all applicable items on checklist. Maxznn= a er size• 11"X 17" Permit Number. S W G C)g -C)o 2-7'6 Designer's Name: � .a Applicant's Name: V Q� Designer's Phone Number. Mailing Address: �3 �+ �T` pvy Designer's Address: � � �►JJa ��131v �ca �� Ci State Zi city State Treatment Device _ Glendon Biofilter ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filter,Type: Cl Aerobic Unit Make/Model ❑Disinfection Unit Make/Model Other:El Y Drainfield Type Gravity Pressure ❑Trench O Bed ce. Septic Tanl;/Drainfield Specifications RT GOODWIN'. L Number of Bedrooms uCENSED D ,SIGNER Schedule/Class Daily Flow:Operating Capacity a1Dgpd Length PRve Daily Flow:Design Flow O lI C a 0 gpd Diamet r pll�[_IC Septic Tank Capacity gal in Number ACT 2 Receiving Soil Type(1-6) Separation 2 Receiving Soil AppL ft Rate � gpd/{� ApR Orifices Required Square Footage f z Total Number of Orifices Designed Square Footage ft, Diameter Percent Reduction Taken p % Spacing in inTrench/Bed Width ft Manifold Trench/Bed Length $ Schedule/Class Elevation Measurements Length Original Drainfield Area Slope ' % Diameter ft in New Slope,If Altered % Preferred manifold configuration used? ❑Yes ❑No Depth of Excavation up-slope ort m Tr Pipe iP from Original Grade ��-,lCp,, in Schedule/Class Designed Vertical Separation t in Length ft Gravelless Chambers Required? ❑Yes ❑No ❑Optional Diameter Pump Required? in Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day Difference in Elevation Betwecn Pump Shutoff and Uppermost Dose quantity J Orifice � ft .�� gal Chamber Capacity 109 gal Orifice`% igher El Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head gpm Timer �itIapse Meter Event Counter t Calculated Total Pressure Head $ If Timer: Pump on .Pump off f Comments I 30' DO WN.GRADIENT OF PRIMARY/RESERVE DRAINRELD DESIGN FORM—PAGE TWO Assessor's Parcel Number:1a L Permit Number: SWG Scaled PIot Plan Scaled Layout Sketch Cross-Section Sketch Test hole locations Drainfield orientation and layout Soil logs Reference depth from original grade: g �7 Trench/bed dimensions and ❑ Septic tank Property lines critical distances within layout ❑ Drainfield co r Existing and proposed wells ❑ D-Box/Valve box locations within 100 ft of property Septic tank/ Reference depth from on grade ep pump chamber and re 'ctive Measurements to cuts,banks, and locations surface water and critical areas ❑ Observation port loc 'on coed,top and Location and orientation of ❑ Clean-out location m curtain drain and all absorption ❑ drain collector ❑ 1 pla ❑ Sand augmentation Location and dimension of 1 t Other cross-section detail: primary system and reserve area components ❑ lacement with distance El Observation ports/clean-outs Buildings to edge of bed Other Information Direction of slope indicator ❑ Audible/visual alarm referenced Yes No Waterlines ❑ Scale of drawing shown on scale ❑ Design staked out Roads,easements,driveways, bar ❑Recorded Notices attached ❑ ❑ Waiver(s)attached pang ❑ ❑Pump curve attached North arrow and scale drawing ❑ PUMP of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ ❑Flow The undersigned desi er in be ed by ' er at time of installation 2.Yes ❑ No Signature of Designer VDate -� The undersigned has reviewed this design on behalf of Mason County Public Health d de e� y� compliance with state and local on-s' regulations: r 100172 B IC T�GOMWfN_.. ENS=D DESIGNER Z ZZ/O L �� Environmental Health S ialist Date EXPIRES 08-08- CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: J -N,-K Zp ✓ Drainfield site conditions have not been altered to adversely affect conditions of disign approval. Please Note: The system must be installed by a certified installer,unless prior authorization is obtained from on County Public Health. An Installation Fee is required. 4 RLvision Date:8/18/07 I t � f ' 1 11 _V ti 6A r y rL14Ch ell 00 i