HomeMy WebLinkAboutBLD2004-00488 0UILDING PERMIT APPLICAION MRLA04-00 Type:
eviewJefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD04-00488 Received Date: 7/21/2004
SITE ADDRESS: 722 SNAGSTEAD WAY
PORT TOWNSEND, 98368
OWNER: MARK D KURRUS PHONE: (360) 385-7377
SANDRA R KURRUS
722 SNAGSTEAD WAY
PORT TOWNSEND WA 98368-9668
SUBDIVISION: SNAGSTEAD WAY Block: Lot: 3+
PARCEL NUMBER: 001295003 Section: 29 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
REPRESENTATIVE: PHONE:
PROJECT DESCRIPTIOr NEW POLE BUILDING
TYPE OF WORK GAR SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN:
VALUATION 20,000.00 ADD'L: HEAT TYPE: UH
CODE EDITION: 2003 HEAT BASE: HEAT TYPE:
OCCUPANCY: UNHEATED: #OF STORIES:
OCCUPANCY: OTHER:
CONST TYPE: GARAGE: 2,800 SHORELINE:
CONST TYPE: DECK: SETBACK:
BANK HEIGHT:
SEWAGE DISPOSAL:
WATER SYSTEM: PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA
Exist: Exist: Wetland Erosion
Prop: Prop: Seismic Streams
Total: Total: Flood Way Floodplain
Routing Date: F&W Landslide
i (0� I-4 Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: A I
Permit $321.25 KAS 07/21/04 66490 , 1
Plan Check $208.81 KAS 07/21/04 66490 SEP - 8 200°
State Building Code $4.50 KAS 07/21/04 66490 Jefferson County P1;:.
Total: $534.56 _ n_te & Building Cep:
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..tot9ON—Cam,:`
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BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street, Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451
PERMIT #: BLD04-00488 Received Date 07/21/2004
SITE ADDRESS: 722 SNAGSTEAD WAY Issue Date 09/8/2004
PORT TOWNSEND, 98368
APPLICANT: MARK D KURRUS PHONE: (360) 385-7377
SANDRA R KURRUS
722 SNAGSTEAD WAY
PORT TOWNSEND WA 98368-9668
SUBDIVISION: SNAGSTEAD WAY Block: Lot: 3+
PARCEL NUMBER: 001295003 Section: 29 Township: 30 N Range: 01 W
CONTRACTOR: OWNER/BUILDER PHONE:
PROJECT DESCRIPTION: NEW POLE BUILDING
REQUIRED INSPECTIONS: ,��
ri SETBACKS: ex- /e7GC},tio /C��S'/C� r
{;] UFFER:
] Footing: �/L/C'e"'/tl, /C/41 C/
[t] Foundation:S.o6
[ ] Stormwater FINAL Approval:
[ ] Underground Plumbing:
[ ] Underground Insulation:
[ ] Shear Wall :
JA Framing: /Q
1 1 Plumbing.
[ ] Propane Tank/ Lines:
[ ] Insulation:
[ 1 Sheetrock: _
[ ] Septic Sytem Final Approval:
[ 1 Road Approach Final Approval:
[ ] Zoning Final Approval:L-'L Final/Occupancy Approval: tk��� �,(?
nb V
HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
HOT LINE AVAILABLE 24 HOURS A DAY
SPECIAL CONDITIONS APPLY - SEE REVERSE
SPECIAL CONDITIONS FOR *E A BLD04-00488 •
1.) Roof truss engineering documents shall be provided to the Building Official and approved
prior to installation. IBC 2303.4.1
2.) Outdoor residential storage shall be maintained in an orderly manner and shall create no
fire, safety, health or sanitary hazard.
3.) Not more than two (2) unlicensed or inoperable vehicles shall be stored on any lot less
than one-half acre unless totally screened from view of neighboring dwellings and
rights-of-way. Such screening shall meet all applicable performance and development
standards specific to the district in which the storage is kept, and shall be in keeping with
the character of the area. Screening shall meet the requirements of Unified Development
Code (UDC) Section 6. Outdoor storage of thirteen (13) or more unlicensed or inoperable
vehicles is prohibited except in those districts where specified as an automobile wrecking
yard or junk (or salvage) yard and allowed as a Permitted Use in Table 3-1 of the UDC,
and such storage shall meet the requirements of UDC Section 4.10. In no case, shall any
such unlicensed or inoperable vehiclesbe stored in an Environmentally Sensitive Area
(ESA).
4.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as amount of
impervious surface which includes roof tops, driveways, concrete, etc.
5.) The building height is not to exceed 35 feet.
6.) Minimum setbacks from Engel Rd right-of-way and Snagstead Way right-of-way are 20 ft.
Minimum side and rear setbacks are 5 ft.
7.) A stormwater plan for a medium project has been submitted and approved by the
Department of Community Development. Once the subject permit has been issued the
applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
I:\F_B LD_Permit_Bu ild ng.rpt 10/29/1999
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JEFFERSON COUNTY ► )!! JUL 2 1 HI )!
2004
DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street • Port Townsend •Washington 98368 i ; M
C� 360/379-4450 . 360/379-4451 Fax
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STORMWATER SITE PLAN SUBMITTAL TEMPLATE
MLA# O T - LE-51 PROJECT/APPLICANT NAME: Mars 0, K y 2(Zty{ S
Please answer all of the following questions to the best of your ability. Where the question calls for depiction on a site map, the
applicant may choose to either incorporate the elements into the general plot plan for the Master Land Use Application or to submit a
separate stormwater site plan map.
•
Project Overview
1. Describe the proposed developed conditions of the site. Indicate position and relative size of proposed improvements on the
site map. -
�tia pro pov, S1k � ,e, 1.11 he c ole bu►t�hy Ho x io , &� ctr€t of
(00 x t� w.l� ne�� {� bc� c. leurod r- nrel t.eoe lacy
Existing Conditions Summary
2. Describe the existing topography. Indicate contours on the site map.
T hero, o. , �Qr Q ‹,lope 3C4f c -From West ka t aci intli ct#- �
or, -Ake :s►te Q\an. J
3. Describe the existing vegetation. Indicate native vegetation areas on the site map.
c,t cA r F,r. \c ' R 1 cQke } CQ.GIar -Vrs2Qs , Maarc jlct , f-I orn GK.
GO'it%o , -1-Ke vJOOC)ec� cx5 c�Q �l the urll�aca✓t t
to �S•
4. Describe the existing soils. Indicate soil type on the site map. 11 ken Ther"s `-I 3C? " v-C c.InCOV„f,cdce 5011 unc ikn -i\QP-es CA
hUfU pan .
5. Describe the existing site hydrology(i.e.,drainage;behavior of water on the site—above,below, and on the ground). Indicate
existing stormwater drainage to and from the site on the site map. Depict separate drainage basins on the site map, if
applicable,and indicate acreage` vof each. . .. 1,, L
'Thee Ckf �r\clyQ loekcli0t 5Qet-Y'\'S it, 'b abs,rJ eJ ��1ru.1� fge
�'SO"u D'f J c,"(yrycl.c.4-e`I 0,o l . ref\ er.ko 1 a►tec . Su44 h Cc_ �rr�al Rid,
�oin Fr.��� (.vest- .h, Ewer �y t1 Act ku,ruIt� _etrct'r\ 4, *cog S.c�Fe
tp-F t e toe•-e Ca ►\)Q1 CL(%LA Cur} .r\ AMA at c are I4tA:(rd ego^ At-le 61 P ffty
6. Describe any excess levels of noise generated by the proposed use oractiuity
k)O. cZxcess IeweI5 i otse Cterww-k-eJ R�( �{?WI skAQ
v STORM WATER PLAN
AUG 2 4 2004
storrnwater site plan template—rev.10/1/2003 • 5
JEFFERSON COUNTY
DEPT.OF �IytU\rTYLOP
SIGNATURE: f�J�,
7. Describe significant geographic features and critical areas (i.e., environmentally sensitive areas such as wetlands, streams,
steep slopes,etc.)on the site. Indicate location on the site map. ,G
f•-)I pt I.Sn i gC\L r( t an-', 5! (Lltab, ( --ceoctatab or (C L*i c k c.i 2G-.S.
8. Describe the general vicinity of the site,including adjacent land uses and structures, utilities, roads,and sensitive/critical areas
(streams,wetlands,lakes,steep slopes,etc.). •-.
`The er,e ;a,l vtccr.i'k,1 I S C1.0 WOk7.11Liti i-OLAIN QQ9ei_ct-A-t',n . 762_
1 c.,xUSA 4-Vr„_Ci c+*.4S CaretSi- o(\ -10..e sCA-P elefn_
Permanent Stormwater Control Plan
This portion of the Stormwater Site Plan consists of the selection and installation of the appropriate stormwater control BMPs
and facilities to remain in place after construction of the project is completed.
"Medium" size projects are required to have the totals calculated of all impervious surfaces, pollution-generating impervious
surfaces, and pollution-generating pervious surfaces to verify that the thresholds for treatment facilities and flow control
facilities are not exceeded.
g. Describe the developed site hydrology, as proposed. Indicate whether stormwater will be fully dispersed (i.e., per BMP T5.30
in the Manual) or, if not, what types of stormwater flow control will be utilized for the site or specific threshold discharge areas
within the site. Locate these facilities on the site plan and differentiate proposed facilities from exis in fa ilities.
S-\-orm w - _ ► \k be f�\\\ Aisee, .2� . Pt" �rA prvp ecl
Cu v
r-Vet1 ‘ CikrA%r i ► (1 he ++A51q Li (4 ,
10. If the project requires the use of stormwater treatment facilities, describe the types of stormwater treatment facilities proposed
for use on the site. Locate these facilities on the site plan and differentiate proposed facilities from existing facilities. [This is
normally for large'projects or projects that involve the potential for dispersion of contaminants.]
` r; A-
•
11. Describe the performance goals and standards applicable to the project.
11.)0.\ be 11 OW,, Le ` K,..t.r-rw5 project.,
le el._.t t(di J PrdiQ.0)
plgt `)I , 5d anvt G i C..Lir:AA'La ri \ •-y kAo�.zt'i
12. Describe the flow control systetn.
a
'C'-nr,�r\...0zil'-es t.3t,t` � �1ry 1u ► T rc? west '1-c, si_ on
-kva2——cil-e . r l� , _C:1 r \c a r. Jr.., c et✓�cal C u l.>ai -1 - h a.,P he e�,
latjP l ea- -or. St t$ MeV 40 C,or, Y,.. I -V'I"G r k1lt) 4N,f.Z rvL_
`►._ I T.l'rY
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stormwater site p template-rey,;W�/ i. 4, J U L 2 i , 6
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13. Describe the water quality system.
The re << l b f 11i-- �� ��
Oc r'T (.' �. . i\NT) j)r 4 _
14. Describe the conveyance system analysis and design.
1 \e " Po1E' Qui �i'l p (an-5
S-F r�vlz t 44 I c 1 c— keel- a,c4
.
15. Describe the source of fill material,physical characteristics of fill material,and deposition of excess material.
1)J t1 b e � t��� (\ck t --, 11 m r-t i -Pro rn +L -I e.
16. Proposed methods of placement and compaction consistent with the applicable standards on Appendix Chapter 33 of the
Uniform Building Qode.
►nce po\e b,<. ,(4t;.� l ( areas LQre
17. Describe the proposed surfacing material.
i,J , l1 6e k-kxv,y ')/ti ru��� ND c-K
18. Describe methods for restoration of the site.
i 0lug to COOef Flame art arQ�,.w1 tine b IIdtr) (A) co
cave , Same Shr.tbs be, � iai A a (so•
19. An Operation and Maintenance Manual is required for each flow control and treatment facility. [This is normally required for
large projects only and only those for which facilities are required to control flow or treat runoff.] If included,list the Manuals
here.
IL) Or,e cur I be trsfer, 4 (Pcf US c L (
mt.-NA ckc c&. ,pew -��.Y. 1 - �, ��er Sys'km t r1A . (,i ec/ O t
20. List here and include any special reports or studies conducted to prepare the Stormwater Site Plan.
No e._
•
21. List other necessary permits and approvals as required by other regulatory agencies. If those permits or approvals include
conditions that affect the drainage plan or contain more restrictive drainage-related requirements,describe those conditions or
restrictions here.
IJarnQ
stormwater site plan template—rev.10/1/2003
7
CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN(SWPPP)
The Construction SWPPP addresses sediment and erosion control during construction. The BMPs indicated by the applicant in the
template that follows must be installed on the ground during all construction phases of the project. The proponent is responsible for
preventing sediment and erosion impacts to environmentally sensitive areas and off-site areas. Consult the Construction Stormwater
Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet for guidance, particularly with rural residential
development.
SECTION I—CONSTRUCTION SWPPP NARRATIVE
1. Construction Stormwater Pollution Plan Elements. Describe how each of the Construction SWPPP-elements has been or
will be addressed. Identify the type and location of BMPs used to satisfy the required element. If an element is not applicable
to the proposal,justify in writing. Descriptions of the 12 Elements are found at section 2.5.2 of the Manual (beginning on page
2-15).
12 Required Elements—Construction SWPPP
1. Mark Clearing Limits.
11\e c &rtv'`1 be tin - L 'e-(i to ctc areG(
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2. Establish Construction Access.
(;o n s\cu c.,A-w r‘ C<C O ? ss LJ, ' 1 be -Fcl' ' So a kb 61 c11
Or' r.3ke N.)Ck l.
3. Control Flow Rates.
A rue , 1. 1 na* ) neC p.CSc&c1, PK Soon cts
Crd„�e S co;rs\ram ec1 e t\ z hu td. r 3ta.,t w. i �,� is 1�
o•� co ,^\ra\ av•. se (l;iw.P��I --IL L� . c \w - a�v �.: l he
r o\� by u c fo(\u.r arcttr 11IA a a.cic. nct
4. Install Sediment Controls. 1_
A Cur}'•tn ckf uv. LJt k-k ►')R i r J-ed uS W� l k a5
(cw�' L01� - ' an ..42acr►1e.,.4 . 'ThR LA.). l1 bQ v.
Place ce 6.0tri,.�� �.�► is ()rO (Li nacla.L .
5. Stabilize Soils. `�
P-f‘ j-- pro per cA 10,gtr•� 151aS be ct�h►f,)Dc4 rq.e f wt t I be
e 1<<<A — s4iih� .'2 Q a n/ �c�i I i.Sstia p C:
P
6. Protect Slopes. w y t ` ke
cx ,rr rv, e as.o n c .
7. Protect Drain Inlets. _ -
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stormwater site plan template—rev.10✓1/2003 LV, N F'••
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12 Required Elements-Construction SWPPP(continued) _ U L 2 j LiJ
8. Stabilize Channels and Outlets. 1 ,i
Jo A. d r d '.- (0 1 L.A., f I I be (1 e JEFFEREcp, COUNTY
DEFCt. 0�Cu:vlrvlVr t ry 0EVEL0PMENT
9. Control Pollutants.
t.1 e VC( Mwo. 0-* 9r, oke hr�S w
be Ke(1 t'it c-t rrl tivn +
10. Control De-Watering(the act of pumping groundwater or stonpwater away from an active construction site).
k .s IN-cte fer--• remo.Ju. I w, L 1 n 1 tam <P ar y c c ►-rlay2
n. VA-r¢u -, Or ,=an cl.C10A jOr 11..c -ton .
t1. Maintain Best Management Practices(BMPs).Lik3 Il` tnia u.cA1er. J - rmmn►mcA4Q. CLS4r-1-cha.rlc�S_ T�f
D A_o c e -�t'o r . A- c �� EA f cu t elci. -NJ ra.v p i c.v,,i I
po:t -AA- mP pruc-hces er.S...cr€
12. Manage the
Project.
P roje ct.
itr7J1( " c5P0leP uyj p0.cit + 1Q CU`IPSLT�6P , is
I Gt A-e c rw( s L•(-
2. Adjacent Areas.
a. Description of the adjacent areas that may be affected by site disturbance (e.g., streams, lakes, wetlands, residential
areas,roads).
1.1 uc{cLce.,al a te« S �� t I e CAt54,.tei l
b. Description of the downstream drainage path leading from the site to the receiving body of water(minimum distance of 400
yards). - r
A l rc rkc-E r� CA rct +.-erg U(r/ C L) «)n 5 p c-)(-f 17� r *Le k 1 aril
Care c e c c r, 1i.r-c l o(- 4 k 12 I ct n .
3. Environmentally Sensitive Areas.
a. Description of environmentally sensitive areas that are on or adjacent to the site.
�o Q-1-• cCPhet.- ( 5Pf15 61-c2c-S
stormwater site plan template—rev.10/12003
9
b. Description of special requirements for working in or near environmentally sensitive areas.
l V\A-e rt.rC (\o 0k.)k,Con vhp, Il'.,._ I (-1 L l
,00.si -i.✓4? (a,cea S. jrn0
wAk be o f plte . .
4. Erosion Problem Areas. Description of potential erosion problems on site in the context of the characteristics of the on-site
soils(e.g.,erodibility,settleability,permeability,depth,texture,soil structure). •-
P ) Qcos ov-v 1)rvhls?rr--s ctre s�-S u �d. St ke is �� � a4
I1a S - ((ct ,VC-1 Ue4 e`�-u-1h av-. , - a. ( 6t f 1c�n -ia o fs 1-z1..,-61 a,-�
ckac1.- �,'„c;.1 c.r eu s -k--1.0 vo, _L he ...ie l'o.
5. Construction Phasing.
a. Construction sequence �
IIs) 5uh,�� �r� -� pP �.�� . a_ c IFac ' t tom. -�k io�i�� , , u t cr
b. Cons ion phasing(if proposed)
6. Construction Schedule. Wet season is October 1 through April 30(page 2-21 of the Manual).
I. Provide a proposed construction schedule. a n )
J t-41ir 6eJtr, C keari►ky S A-Ve / Tith:t5T w-t 6u ot,n.`l ,
II. Wet Season Construction Activities. J J
a. Proposed wet season construction activities.
i-n.s'\-<< L( cc...r Ica ..-, CAr-c4 I n C See S p (ter ) u na (a/ 9 r'cLc I (3/1 u
tc)ck ) l ontrr, ctny 4.ect rr.a 1 .s6 u a i.
b. Proposed wet season construction activities for environmentally sensitive areas.
7. Financial/Ownership Responsibilities.
mIdentify th property owner responsible for the initiation of bonds and/or pher financial securities.
arV_ 1 ui -la,-s cA_A,1.-1 102 r.esporvst17te ±c - 'V1-.e crorc7i , .
b. Describe bonds and/or other evidence of financial responsibility for liability associated with erosion and sedimentation
impacts.
PIA— •
8. Engineering Calculations. Provide Design Calculations on a separate sheet for the following,if applicable.
a. Sediment Ponds/Traps. N v ne-
b. Diversions. N v r\e-
c. Waterways. NohZ �•:
d. Runoff/Stormwater Detention Calculations 1.. cuyN CA'ra t r‘ f t•` f, T i''1
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stormwater site plan template-rev.10✓1/2003 ` l 10
1 1
I
Stormwater Site Plan Changes
If the designer wishes to make changes or revisions to the originally approved Stormwater Site Plan,the proposed revisions shall be
submitted to DCD prior to construction. The submittal shall include substitute pages that include all proposed changes, revised
drawings showing any structural changes,and any other supporting information that explains and supports the reason for the change.
Final Corrected Plan Submittal
If the project included construction of conveyance systems,treatment facilities,flow control facilities, or structural source control BMPs
(not standard on-site stormwater management BMPs),the applicant shall submit a final corrected plan ("as-builts")when the project is
completed. These should be engineering drawings (stamped by a licensed civil engineer) that accurately represent the project as
constructed.
APPLICANT SIGNATURE
By signing the Construction SWPPP worksheet, I as the applicant/owner attest that the information provided herein is true and
correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all
owners of the affected property.
IlY10.-C--- 0 Ii L1 d,o0 LI
(LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE)
THIS SPACE MAY BE USED FOR ADDITIONAL NOTES,IF NEEDED:
----\
1
\_._ JUL 21 2004
JEFFERSOj OUNTY
P(.OF CO"r.%MUNl Cv DEV-E--
PERMIT 1' '
04 . . . E
JEFFERSOL AUNTY U ..
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ON MODCO
�E�FERS
12
stormwater site plan template—rev.10/1/2003