Loading...
HomeMy WebLinkAboutSPI2007-00141 Determine Setbacks - SPI Inspections - 7/26/2007 MAS Ut UNTY +tl DEPARTMENT-OF COMMUNITY DEVELOPMENT Planning Division P O Boot 27,Shelto%WA 98584 (380)427-0670 Site inspection July 26, 2007 MICHAEL,MCGRAW P.O. BOX 429 ONALASKA WA 98570 TO BE KEPT IN THE Case No.: SPI2007-00141 PARCEL FILE Parcel No.: 323305106007 Project Description: Need to determine setbacks and any further studies for anew residence. A ' r� DearApP licant P,v 323 2 J©t S4 06 v0-7 Pursuant th 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 7/26/2007 1 of 3 SPI2007-00141 Site Inspection 7/26/2007 Case No.: SP12007-00141 Comments: Pre-inspection for Michael McGraw on June 13, 2007: The purpose of the pre-inspection was to evaluate issues related to constructing a new home on a lot measuring.68-foot wide at concrete bulkhead along the Hood Canal shoreline and 45-foot wide at base of slope at rear near an existing septic system drainfietd and rear access easement. The 7 to 8-foot high bulkhead runs along the length of the shoreline on the property which ties into bulkheads on the adjacent properties to the north and south. The property is located at the end of an access from U.S Highway 101, along with about ten other narrow lots in the • Lilliwaup Falls Tracts. The property is within the Rural Residential 5 zone. Standard building setbacks for this zone are a 25-foot front yard setback from the road easement, and 20-foot side and rear yard setbacks. The exception to this is for lots less than 100 feet in width, where side yard setbacks are equal to 10%of the lot width, but no less than 5 feet; for this property that side yard setback is 5 feet. These setbacks are measured from structures above grade such as roof overhangs, decks, balconies, stairs,fuel tanks, and.heat pumps. Front yard setbacks may be reduced to a minimum of 10 feet if necessary through an administrative variance process at the time of building permit submittal; further reductions will need a standard Development Regulations variance request. Shoreline standards: The Mason County Shoreline Master Program and the Resource Ordinance guide development proposed:within 200 feet of the ordinary high water mark along Hood Canal. The shoreline designation for this area is Urban Residential Environment. The residences to the north and south are 10 or 15 feet from their bulkheads and are considered existing non-conforming structures by both sets of regulations, since they do not meet current setback standards from Hood Canal. The applicant now proposes a new residential structure. In this situation, the Mason County Resource Ordinance does provide for such construction at a shoreline minimum setback of 35 feet from the bulkhead, composed of a 20-foot vegetation buffer starting at the bulkhead and 15-foot building setback immediately in front of a proposed structure. Based on this field review and the presence of the septic system, access easement, and slope at the rear, no area exists on the subject parcel that would not be unencumbered by the critical areas buffer and building setback. The review of a variance from the Fish and Wildlife Habitat Conservation Areas chapter would T/26/2007 2 of 3 SPI2007.00141 . Site Inspection 7/26/2007 Case No.: SPI2007-00141 be necessary to pursue residential development on this property. A Habitat Management Plan (HMP), prepared by a qualified biologist, would be required as part of the variance request to support the proposed development. The HMP addresses impacts to the buffer and offers measures to preserve and protect the buffer or to mitigate impacts of the development proposal. ,A copy of the Fish and Wildlife Habitat Conservation Areas chapter, including details on the contents of an HMP and the variance public review procedure, was given_to the owner. Application for a variance to these standards does not guarantee approval.of the development as proposed. New construction could include a second story to the structure, but such development must meet all setbacks as noted in the tent above and be at least 15 feet from the bulkhead. Slope or landslide hazards: There is a general slope down from the upper southwest comer towards the northeast that is close to 30 percent, and review for a proposed structure on the Jot would merit the review of a geologic assessment to address slope stability and meet other requirements of the landslide hazard chapter 17.01.100 section E. 4. as required by the Mason. County Resource Ordinance. The study must Include needed information and 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 assure the proposed structure will cause no significant environmental impact. This study addressing a specific development footprint on the property, shall be prepared by a qualified engineering professional and submitted at the time of development permit submittal. For septic related issues, please contact Mason County Environmental Health for setbacks and for upgrading the on-site septic system that may be required as part of proposing the residence on this property: The contact person for your-area can be reached at (360)427-9670 ext. 547. General process: Future site development must include a site plan, showing all setbacks from property lines, buildings, walls, septic improvements, and shoreline;this plan will be needed for building permit application submittal for all new structures. Specific standards for future development contained in County Codes may be found at the County website address http:/twww.co.mason.wa.us. If you have any questions please feel free to call. Thank you. 7/26/2007 3 of 3 SP12007-00141 MASON COUNTY PLANNING DEPT. PILE-INSPECTION APPLICATI PLEASE PRINT =SAO Fee 1. Owner: &udgam �f A,#a Applicant: e Site Address_jftgaW10V f/w e~4.s+nar Applicant Address: veto. v%1r Owner Addmss: !♦9 so>r,f.v rw a&G "Y City:aAe' '*,rr.4 St t�i9 Zip 91570 City:.&VYA"" Sts✓A Zip WW Phone:(30 ) Sdi-o5o7� day Phone:(360 12 mo AY day Phone:(360 ) - 37yk G evening Planner: Email Address: SUT r , .P of Use Water Body 2. Parcel No.3273 - tiff/ O606 7 Parcel No. - Legal Description: A477" o vt� Z lul m a,,O F41.G ' Tat 7 O-1 A,* 3. Purpose of Pre-Inspection: i,�t- YA+�,i�9 ✓G6' P /o ' A;xw w )g�A,o ,F,v,o 4. Use of building- S &azfl2g2tQmeo ark 00, 5. Do any of the following exist on or adjacent to property?: slope saltwater lake(. river( pond wetland seasonal runoff� � other�) stream s as nal creek Directions to Site: o 'f OY✓ I! S/or z /ttA1° 01V /41QiPWVW d!�4� 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: � r___ Date:_�3o -�- If you would like to be on site during inspection,please check Cre: eloP Return application to: Department of CommunityDev arming Division P.O.Box 186 Or Shelton,WA 98584 N 3� (360)427-9670 C��/ Please include a$225.00 check or money order payable to Mason County Treasurer When completed,this form becomes part of the parcel file. FOR OFFICE USE ONLY: Accepted by: Date:_n)3dbr7 MORE ON BACK SIDE I:\PLANNIMPA0PRE-INSPECTION Revised: 02/22/07 a . HOOD o CA NA L w N . o vl tv IL h b 1- 3r. 1110 Ldvti 3d J � O p oL Y 1 m �-- 00 O IL Q° t ddld t9 r .vi SY 111iA �N t - PtIONE�Obj'1�6-�6� . RECORD OF FINAL INSPECnoN of Yom SEWAGE WSPOM SYSMM ',,t; ----- --- - ADDRsss-oge to THIS1100QRE ISNOTAGUARANWOF1400WANM !EI},�AL A gwm SYsmA IS m*A N i*41dPAL SEINER."OVAM!!R Dfg R1P 1UN WON t AISM LW OF WATER It CAN GNE NWff=YOM OFF Im so- VICE.MAW 0110096 W M4 MM UNKS ARE CAS son - BY FLWSHING EVE AMOLMS OF PAPER,•CLORH COMAIIIEWS AND PLASTIC MATERIALS CIC WN THE DRAIN, OR BY SUE U. �}1 Z ^ IIEL X LARGE'AA40UMM OF WATER FROM LEAKY FAUCETS OR EAULYY FIXTURES. DEPTH TO MONTH THE SEPTIC TANK ITSELF 94MAD BE CLEANED EVERY WATER TABLE OF YEAR TWO OR THREE YEARS DEPEI aNG ON THE HABITS OF THE IfOUALLER FAMILY, THE NUMSER OF I'MURES IN THE HOUSE. AND- THE AA oUW THAY A GARBACIIE DISIAOSAL IS USED.CLEAN- SIZE TANK(S) r/ ING AT THE RIGHT TIME WILL AVOID THE RISK OF INJUR- ING OR DESTROYING THE DRAINFIELD DUE TO SOLIDS. DRAINFIELDFEET CARRYING OVER INTO THE DRAINFIELD. CALL THE LENGTH TRENCH AREA SQ. FT. MASON COUNTY HEALTH DEPARTMENT FOR A LIST OF LICENSED SEPTIC TANK CLEANERS IN YOUR AREA. THE CLEANER CAN SERVE YOU BEST IF YOU SHOW HIM THIS TILE 000RRUGATEDtGtD ❑ CEMENT RECORD WHEN HE COMES. DEprm DEPTH HEAVY TRUCKS OR EQUIPMENT SHOULD NEVER BE'9 ROCK BELOW TOTAL DRIVEN OVER TI4E TANK OR DRAtIVFIEi.D- CONSULT THIS YDS- PEE DEPTH RECORD IN CASE OF ANY BUILDINGS, DRIVEWAYS, J SPAaRESERVED FOR REP9ACEMENT D!S"IRISUTION Fifty: SQ. FT. ' SWIMMING FOOLS, OR EXTENSIVE GRADING OR zai-I INc.; I+Il3RTH ,ARE LA COI;TTEAAP ATEI?: 1 , -srl U$ -R TRE�'SHC ULD NOT BE PLANTED r-L`-.xf TO I . i THE SEPTIC TANK AS THEY WOULD INTERFERE WITH CLEANING OF THE TANK: THEY CAN BE PLANTED IN THE ' DRAIWIELD AREA PROVIDING WILLOWS ARE NOT USED. THE YARD GRADE IN THE DISPOSAI. AREA SHOULD BE .WCH THAT SURFACE WATER-IS NOT POCKETED ON THE %; DRAINFIELD. ANY SETTLING OF THE GR©UND OVER THE TRENCHES SHOULD BE FILLET)IN%MTH SOIL. DO NOT EX- CESSIVELY WATER THE LAWN IN THE DRAINFIELD AREA. f j '� •T 'UVATER EVAPORATION FROM THE.DRAINFIELD IS ABt3UT CC EGUAL TQ ONE HALF INCH OF RAIN PER DAY. =; KYJT ING DRAINAGE, DOWNSPOUTS AND WATER SOFTENER RECHARGE WATER SHOULD NOT BE CON- NECTED TO THE SEPTIC SYSTEM OR DISCHARGED INTO THE DRAINHELD AREA. THE TYPES OF BACTERIA NEEDED IN A SEPTIC TAN WARE ALWAYS FOUND IN SEWAGE. THERE IS NO NEED TO ADD YEAST OR OTHER STARTERS TO A SYSTEM.THE USE OF RRE- jUVENATORS OR CHEMICALS TO CLEAN A SEPTit TANK HAVE:NOT FJFFN PR()VFN TO BE BENEEF3t'IAL Afl. MAY RE ' HAR:ht,FUL BY FLUSHING SOLIDS OUT OF THE TANK OR BY iir`tii�fGING rrlr- CHARAC1ERI iC,S 1-3F HE 5 33t. Inc NORMAL US£ OF BOWL f'LEAN&--QI? CLEANING +Ct?!VEJ--� _:a !'c Jt+IDS WILL NOT KILL THE SACTEIttAt ACTION OR SLOW _ SOUTH �t t1t'liaA�i TClc l'14ZRATW'.A4 nc TUC SEPT 'TA ° . t/OWNI U— \.�t Lltl:-ttVs l.:f :t lL J! il�r 1F-?tY�._ t - • j 1 - A f i HIS IS AN IMPORTANT-DOCUMENT � - --MPRVVWvy . KEEP IT WITH DEED OR OTHER ESSENTIAL PAPERS. DAIS t'ERTifW By �, .00 tt.wow Id jr - ., • , IL 10 - Y Id U IL _ � 416 s _i. r CD to rL . t,;, y _ AMLLIL a£ Cu eel } ' W-1 / I - 1V r 0 � r r � 4•• - _ V r.ik.