HomeMy WebLinkAboutMIS97-00050 Pre-Inspection - MIS Permit / Conditions - 2/3/1997 ——————————— ——————————————
MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
M 1 ES;0 fm- L- 1- A N E- C-4 U t-,- t" 1-" " 110 1 'V FUR INSPECTIUNS CALL 4?f--9b'10
MIS97--0050 PARCEL. :323312390024 PLAT : Dfv : 6L.K : LOTi
,JOB ADDRESS : N 96970 (I.S .HIGHWAY 10i HOODSPORT
APPLI CANT t CINDY SUND 360-877-94'14
OWNER .- CINDY SOND 360-877-9474
LEGAL - TR 2-0 1 TAX 211-A-4 T4 4 Of S? 12465
PROJECT DE'SCRIPTION -
PREINSPECTION
PROJECT LOCATIONt
TRAVEL NORTH ON HWY 101 , APPROX 3 MII- E-S NORTH OF HOODSPORT OF MP 329, SITE 19 ON THE WATERSIDE
OF ROAD .
PROJEc-r NOTES
TYPE AMOUNT BY DATE RECEIPT
FSIN S 33 �00 KS 02tO3/97 43858
TOTAL .- 33 .00 OWNER OR AGENT DATE
MIS-Poll, rtv? 0418t/0 COMPLIANCE TO ATTACHED CONDITIONS IS
REQUIRED
1
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
R)undation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date FRAMING by date by date by
Walls FIRE DEPT.
date by date by date by
PLUMBING AttOTHER
d
Groundwork ate
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
I
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
RO. Box 186 Shelton, Washington 98584
F� F. F1m 1 _r C, CDOND 1 "T i C) NE3
Case No . : full S97 -0050
For- : C 1 NDY SUND
flage, 1 1
1 ) PURSUANT TO 1991 UNIFORM BUIt_DiNG CODE, SECTION 305(C ) AND SECTION 513 , ALL SITES MUST
HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY , MASON COUNTY BU I t D 1 NG
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A
RE I NSPf°CT i ON FEE , BASED ON RATES i N TABLE 3A OF THE 1994 UN I FORM B1111.D I NG COIF W11 1. nci
ASSESSED IF OWNER/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING
INSPECTIONS
x
GARY YANDO,pIRECCOR
SoN-STgTFo
o A° N
U DEPARTMENT OF COMMUNITY DEVELOPMENT
i N T � PLANNING -SOLID WASTE -UTILITIES
Y y BLDG. I • 411 N. 5TH ST. • P.O. BOX 578
1864 SHELTON,WA 98584 (360)427-9670
January 9, 1997
Ms . Cindy Sund
Rest-A-while Resort
N 27001 Highway 101
Hoodsport, WA 98548
Re: Site inspection to review location of snow damaged marina/boat
storage building "at Rest-A-While RV Park. (f-a,,wQ 3z 331 _� 4)3- QOO2
Dear Ms . Sund: ? 1
At your request, Mason County Department of Community Development
staff conducted a site visit on January 3, 1997 to your property
located at the above address. The purpose of the visit was to
observe storm damage to your existing boathouse at the RV park, and
to document the approximate location and size of the structure.
This informaiton will be placed in the property file together with
photos taken by Planning staff to document the structure. The
findings follow below; please note that all measurements are
approximate:
Findings: (please see attached sketch for additional detail)
The existing boathouse is approximately rectangular, 76 x 124
feet in size, except that on its southeast . corner there is a
"cutout" approximately 38 x 24 feet in size. A large metal
tank is located in this "cutout" (non-building) area. The
longest axis of the structure is north-south. According to
the current owners, the structure was constructed in two main
phases - - the southern half in the 1930 's, and the northern
half in the 1950 's. It is the roof of the northern half which
has collapsed under the snow/ice load of the winter storm of
late December 1996 . There is a deck over the water (on
pilings) along the waterward side of the structure, as well as
a boat haul-out cradle. Two 18 foot long floats are attached
to the deck area by a movable stairway.
The building appears to have been constructed partly on fill ,
and partly on pilings. The tide was high at the time of the
site visit, so it is unclear as to what percentage of the
structure is actually on pilings over the water. On the west
(landward) side, it appears that there has been shoreline
modification over the years; on the shoreward site of the
building, there is a concrete bulkhead along the . RV park
shore. The shoreline immediately south. of the building
(fill?) appears to be eroding due to the winter storm wave
action. The nature of shoreline features immediately adjacent
to the structure can best. be understood by consulting the
attached sketch of the building and the shoreline in its
vicinity.
Recycled
The Mason County Shoreline Master Program is the regulation
which guides development within 200 feet of shorelines of the
state (in this case Hood Canal) . In this case, your boathouse
facility is considered an existing nonconforming structure
which predates the regulations which would govern its setback
from the shoreline.
Section 7 . 13 . 020 Applicability to Nonconforming Development
permits normal maintenance and repair of nonconforming
structures, as well as work on nonconforming "structures
damaged by accidents, f ire and the elements . " This means that
you may restore the structure to its pre-storm state, but may
not enlarge the structure or increase its nonconformity as
part of this work. A copy of the applicable portion of the
Chapter is enclosed. Please note that there is a one-year
time limit .
Under Section 7.13 .010 Applicability to Substantial
Development, the proposed repairs would be exempt from a
Substantial Development Permit, as "Normal maintenance or the
repair of existing structures or developments, including
damage by accident, fire or elements . "
Because a portion of the building in question is constructed
on pilings over the water, an Environmental Checklist will
need to be completed for SEPA review. The fee for this review
is $110 . 00 . A blank Building Permit application and an
Environmental Checklist are enclosed.
During the site visit, you indicated interest in constructing a
rock protective bulkhead along the shoreline on the southern
boundary of the boathouse building. This will need a Miscellaneous
Permit, SEPA review, and may require Shoreline Substantial
Development Permit, if the value of the work exceeds $2, 500 . The
value determination is made by the Building Department during plan
review. The Shoreline permit process is initiated through the
Planning Department; the necessary forms and information on the
process are included with this letter-
Mr. Hugo Flores is the Shoreline Planner for your area, his card is
enclosed with this letter, you may wish to contact him with any
questions about the above information. He can be reached at (360)
427-9670 extension 295.
Sincerely,
Pamela D Bennett-Cumming, Shoreline Planner
DEPARTMENT OF COMMUNITY DEVELOPMENT
cc: Hugo Flores
MIS el Tp
MASON COUNTY
PRE-INSPECTION APPLICATION
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 •427-9670
$33.00 Fee Required prior to inspection
PLEASE PRINT
#1 Owner G/ A/1) S�N� Phone# $�
Site Address Al 2 70 d City �Vo SPOr 7`
Mail Address}, - n2. d 0d-y A)
City l 7` St Zip
Applicant w I L �U+� O A) n Phone# 44, —a Z 7 7
Applicant Address > E 1616
city � J Le ( to ti St (414 - zip
#2 Parcel No. 3 Z 3 3 / _ 2-3 - ! 0 0 Z cl
Legal Description
#3 Purpose of Pre-Inspection U .r/ O F 1if/Gf K
Nee
#4 Use of buildingaI/� �✓� �� ��'� ��� ��'� `�
#5 Indicate by circling the applicable source if any water is on or adjacent to subject property:
saltwat ake creek stream marsh river pond wetland seasonal runoff other
Directions to Site: U Lar S A-1. D
lV 0 O-rt tKN
Show following on the site plan below: Lot Dimensions, Existing Structures, Structure Setbacks, Water Lines, Septic Systems,
Flood Zones, Wells, Shorelines, Easements, Name of Flanking & Fronting Streets. Indicate directional by N, S, E, W, etc.
i
Cree 2z
Applicant Signature Date
FOR OFFICIAL USE ONLY: Accepted by:
.Receipt No. U Referred To s
1 I OU
DEPARTMENTAL REVIEW
FOR OFFICIAL USE ONLY
Proposal Proposal
Approved Denied
Planning:
Building:
Fire Marshal:
Special Conditions
Page No. 1 CASE HISTORY FOR CASE NO.: MIS97-0050
CINDY SUND
N26970 U.S.HIGHWAY 101 HOODSPORT I
02/07/97
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- ---
MISA010 Application received / / / / 02/03/97 02/03/97 KS
MISA015 Waiver in File / / / / 02/03/97 KS NA 02/03/97 KS
MISA050 Approved For Issuance / / / / 02/03/97 DONE KS 02/03/97 KS
MISA500 (F) Issue permit / / / / 02/03/97 DONE KS 02/03/97 KS
MISB135 RLC Checklist Review / / / / 02/03/97 KS NA 02/03/97 KS
MISC050 Pre-site Inspection 02/04/97 02/04/97 02/04/97 THE STRUCTURE WAS DAMAGED BY THE RECENT DONE LW 02/07/97 LAW
SNOW AND ICE STORMS. ONE END OF THE
STRUCTURE FAILED AND WAS REMOVED PRIER
TO MY INSPECTION. THE REMAINING SECTION
OF THE BUILDING IS ALSO DAMAGED. MOSTLY
THE ROOF, MOST ALL OF THE RAFTERS ARE
DEFLECTED AND SOME HAVE FAILED,
COMPLETETY SPLITTING THE RAFTER IN HALF.
IT APPEARS THAT ALL OF THE RAFTER AS
WELL AS THE BEAMS SUPPORTING THEM
ORIGINALLY WERE OVER SPANNED.
ALL FAILED RAFTERS WILL NEED TO BE
REPLACED. AS FAR AS THE MEMBERS BEING
OVER SPANNED,ALL WILL NEED TO BE EITHER
UP GRADED IN SIZE OR THERE SPANS
SHORTENED. WHICH EVER OPITION IS USED A
ROOF FRAMING PLAN WILL NEED TO BE
SUBMITTED TO THE OFFICE ALSO IF THE
SPANS ARE SHORTENED A FOUNDATION PLAN
WILL ALSO NEED TO BE PROVIDE. THIS IS
BECAUSE IF SPANS ARE SHORTEN THIS WILL
INCLUDE THE ADDITION OF NEW POSTS AND
BEAMS AND THE POSTS WILL REQUIRE
FOOTINGS.
- J