HomeMy WebLinkAboutPermit File BLD-2019-0447 1509 10th Street (2) Y
i► _. City of Anacortes Invoice/Permit#: BLD-2019-0447
,FHCY904 6th Street
s Applied date: 07/15/2019
<_ P.O.Box 547 Issue date: 07/30/2019
;0 Anacortes, WA 98221-0547
Expire date: 01/25/2021
(360) 293-1901
o
Job Address: 1509 10TH ST Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-1925 Project:
APN: P55825
Remarks: Replace existing garage with new, smaller garage.
Owner: SCHEETZ MAUREEN K Contractor:
Address: PO BOX 1717 Address:
ANACORTES WA 98221-6717
Phone: Phone:
License#:
General Information: Fees:
Building Valuation 23231 Building Permit Fee 377.25
Lot Area 6000 Plan Review Fee 245.21
Garage Square Footage 324 State Building Code Fee Resi 6.50
Total Calculated: 628.96
Deposits/Receipts: 0.00
Total Due: 628.96
THIS' PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS
OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVI ONS OF NY OTHER STATE OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. / .�
/7"Y)0_4_4_, ivy')
Cs� /1/4 /
SIGNATURE OF OWNER ORAUTHORIZEDA T ISS ED BY
•
Permits and Insp... - BLD-2019-0447 - 2019
019297-0086 Erin WUI... 08/01/2019 03:25PM
12468 - SCHEETZ MAUREEN K
BLD-2019-0447 Single Family Alteration/Repair Permit
Payment Amount: 628.96
Transaction Amount: 628.96
CHECK: 3030
VP. -202-1(Yfq? (owg d is,c
" L' u �
�
�t1 Y a� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT 'u s' ' !'� it a w fq
i _ RESIDENTIAL BUILDING PERMIT APPLI « + t%
t AL
Mailing Address:P.O. Box 547,Anacortes, WA 982' �Y 1 5 2019
q4 Office Location: 904 6th Street, Anacortes WA 988•
Phone: (360) 293-1901 Li
CITY OF ANACORTES
PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS
PROJECT ADDRESS Street,Suite# • PARCEL(S)#: c-1.5--- ,
/5d a7 — 1O �Ti cE-� 'S58
Subdivision/Lot#: PROJECT VALUATION: $ (',w
-,35i 00 a X7/ ,y
APPLICANT: Phone:. tr,./w '
/"l„,„. 1V \ic iie,e,-?"-z- (3bc�) �5 i - 3 7 o
Address(Street,City State,Zip): aj�3,2 2. 1 Email Address:
/3 5 7 _ l C� `J 1/-}ri eta•rCS, »v`-Itm r -c cL w15 6 l-7-e/„ „ / `,
PROPERTY OWNER: Phone: �l
,A14 6E,N Sc#e r7-
Address(Street,City,State,Zip): `7$ Email Address:
/5-6 c, , /p "-tt -r• 4viftCv.aTeS) tf')
CONTACT PERSON: Phone:
/40/zi2.Jc ch T Z d
Address(Street,City,State,Zip): Email Address:
LSRm c f9"S A06 a 1.1- .
LENDING AGENCY: Phone:
ern N7,e / aliNK
Address(Street,City,State,Zip): n34.:4 . Email Address:
tO Li-r ri g...S1- 4✓c . i I l+i.i-k iJ,.ur't i i iA
CONTRACTOR:* / Phone:
Address(Street,City,State,Zip): Email Address:
Professional License#: Exp.Date:
*All Contractors&Subcontractors must have a valid City of
Anacortes business license prior to doing work in the City. Contact Business License#: Exp.Date:
the City's Finance Department at(360)299-1968.
PROPOSED WORK: lcGi0 1& -e acts-74/v--01 —a va Q , c..Tly-fi A/e/1.4) f-✓�C
,10-f LJo-a-i&:S1top g !j 3..0,, e : 'J,r a.!le po N4 7`/b r r r '.
PROPOSED NEW SQUARE FOOTAGE:
Basement SQ': ❑ Finished Basement: El Unfinished Basement
1st Floor SQ': :.J: Cra-ra e/Carport S .3 L`.,
2nd Floor SQ': Dec Covered Porch/Patio SQ':
Fire Sprinkler: El Yes ❑ No Lot Area SQ': CO C3
I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and
complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit
application to the City of Anacortes.
/
Print Name:/ 4 i'liae-Cie?'7 e e.T Z -- Owner P1 Agent ❑ (specify):
Signature: / ' a-4 -e-c'Y) Date: /4•/ 430 / 7
Page 1 of 5
IMPERVIOUS SURFACE AREA:
Existing Impervious SQ': New Impervious SQ': 3z.
Total Disturbed Land/Soil SQ': 3 2--.'ti Total Proposed: Cut: /8 `i Fill: itg
New hard surfaces(pervious&impervious) 3 2-4 f t4
Land converted from native vegetation to lawn or landscaping SQ' —�-
Land converted from native vegetation to pasture SQ'
MECHANICAL:
Equipment Type: Appliance/Equipment Information(new and relocated): Total#:
Furnace: Gas#: Elec#: BTU: Other#:
Wall Heater: Gas#: Elec#: Other:#: Location(s):
Gas Water Heater: #: Location(s):
Heat Pump: Elec#: Other#:
Air Conditioning: Elec#: Other#:
Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s):
Exhaust Fans: Bath#: Laundry#: Other:
Range Hood: #: Location(s):
Fireplace: Gas#: Elec#: Other: #: Location(s):
Clothes Dryer&Duct: Gas#: Elec#: Other:#: Location(s):
Stove/Range/Oven: Gas#: Elec#: Other: #: Location(s):
Gas Piping/Outlet(s): #: Location(s):
Boiler Gas#: Elec#: BTUs: Location(s):
Other: #: Location(s):
TOTAL MECHANICAL OUTLETS:
PLUMBING FIXTURES:
Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#:
Water Closet(Toilet): Refrigerator water supply(for water/ice dispenser):
Kitchen Sink: Pressure Reduction Valve/Pressure Regulator:
Utility Sink: Water Service Line:
Tub: Water Piping:
Hand Sink: Clothes Washer:
Shower: Electric Water Heater: Tank-less? Yes ❑ No ❑
Dishwasher: Back low Prevention Device:
Hose Bib: Other:
TOTAL PLUMBING FIXTURES:
Page 2 of 5
G>.t y °� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT
J RESIDENTIAL BUILDING PERMIT CHECKLIST
t 74', w� Mailing Address:P.O. Box 547, Anacortes, WA 98221
11113
c—ol?`� Office Location: 904 6th Street, Anacortes WA 98821
Phone: (360)293-1901
Plans shall be of sufficient clarity to indicate the location,nature, and extent of the work proposed, and
conform to the provisions of the adopted International Codes and City Ordinances.
PERMIT TYPE:
� � o O
C -. t,
2 SUBMITTAL REQUIREMENTS: F o -,
The number indicates the number of ; cm lz O b n aria
co
0 copies for submittal (if applicable). Z,g C
co AD co 0 0 P 0
•-' - d
Residential Building Permit Application 1 1 1 1 1
Site Plan(Drawn to Scale & Surveyed—if 2 2 0 2 2
applicable)
Reduced Site Plan(11"X 17") 1 1 0 1 1
Building Plans (Drawn to Scale) 1 1 1 1 1
Reduced Building Plans (11"X 17") 1 1 1 1 1
Reduced Floor Plan(11"X 17") 2 2 2 2 1
Structural Calculations (if applicable) 2 2 2 2 2
Energy Code Compliance(shown on plans) ✓ ✓ ✓
Stormwater Minimum Requirements 1-5 3 3 3 3
Landscape Plan 2 2 2
Grading Plan/Cut/Fill 2 2 2
Critical Areas Report(if applicable) 1 1 1 1
Geotechnical Report(if applicable) 1 1 1 1
Plan Review Deposit(due upon submittal) 1 ✓ ✓ ✓ ✓
Page 3 of 5
NOTES:
1. Handouts and standard details may be found on the City's Planning, Community,&Economic
Development website or can be obtained at city hall during normal business hours.
2. Plans, calculation, &reports prepared by state licensed architects or professional engineers must be
stamped and signed by the design professional.
3. The drainage analysis/plan& IESC Plan shall comply with the 2012 Department of Ecology's
Stormwater Management Manual for Western Washington(as amended in December 2014).
4. For new single-family residential building permit applications, a non-refundable plan review deposit
of$200.00 is required at time of application submittal per AMC 19.14.035 &1RC 108.1.1.
5. For remodels/alterations for existing single-family residences, a plan review fee of 65%of the
permit's valuation is required at time of application submittal per AMC 19.14.035 &IRC R108.2.4(1).
6. Within 180-days of application submittal refunds are allowed up to maximum of 80%of plan review
fee so long as no review has been performed by staff per AMC 19.14.035 &IRC R108.5. The
applicant must initiate this refund request by submitting a signed letter to the Building Department.
Page 4 of 5
STAFF DETERMINATION OF COMPLETENESS:
Please note,that the subject building permit application will be reviewed by staff for completeness.All of the
items above as listed in the"Residential Building Permit Checklist"need to be submitted at time of
application submittal unless deemed unnecessary by staff. If staff deems the application incomplete,the
applicant will be notified by mail and/or email as to what items and/or revisions are still needed.
Additionally, if the application is deemed incomplete,the applicant will have 90-days to submit the
requested information per AMC 19.20.130(B)(2)(b). If the requested items and/or revisions are not
provided by the deadline [90-days],the application may be rejected by staff and returned to the applicant
along with any unspent application fees per AMC 19.20.130(C)(3)(b).
FOR STAFF USE ONLY—COMPLETENESS DETERMINATION:
IS THE APPLICATION COMPLETE? (CIRCLE ONE) COMPLETE INCOMPLETE
If deemed incomplete,what is the date it was deemed incomplete?
If deemed incomplete,was it deemed as such at the counter, by letter, or email (Circle One)?
If by letter or email,when was it mailed by LISPS or emailed?
If deemed incomplete at the counter,when was this checklist with items circled given to the applicant?
If deemed incomplete,what is the 90-day deadline for resubmittal of requested items and/or revisions?
If deemed incomplete,who deemed it as such?
(Please include the letter/email in the file detailing what additional items or revisions are still needed).
If the application is deemed complete,what is the date it was deemed complete &who deemed it as
such?
Page 5 of 5
90_ zo/9-- oqg7
Site Address (S 09 foal S/ Project
Building Permit
___�-.•-._..-.�_-..;_.._;.���-... ���-�___✓�.�-..^_ _- .c-4 tom::_�_ - � --__ __ _ -___-ine-� �:
Building 1 //1
Public Works `t—
Planning
I •
StormwaterG(J
i I
I —
Fire
Project Inter-Departmental Plan .eview Tracking
INREVOI
SITE COPY JUL 15 2019
y CITYOFANACORTES
.) FILE COPY
' Storm Water Minimum Requirements #2
ENGINEERING DEPARTMENT
904 6`h Street Anacortes,WA 98221
Y www.anacorteswa.gov
�CQ�
Official Use Only: (Information to Inspectors)
Required Storm Water Facility and other related requirements:
Project Address: %5 9 k J41 51— Submittal Date: !5 t
Parcel Number: P5,5reac Revision Number:
Permit Number: Acceptance Date (COA): 07-IS,t
Reviewer: tAat-.LLB
FRONT OF REPORT
Submittal Checklist:
o TAB 1 - Drainage Analysis—Minimum Requirement#2
o APPENDIX 1 -Survey performed by a Professional Land Surveyor
o APPENDIX 2- Model Soil Management Plan for BMP T5.13
o APPENDIX 3- Determining Construction Site Sediment Damage Potential (Appendix 7)
o APPENDIX 4-Site Plan with all applicable information (Minimum Size 11x17—30 scale)
o APPENDIX 5- Documented Site Photos (North, South, East and West)
Project Description: (What is it you are looking to do?Provide details regarding, but not limited to, Lot SF,
Ho e SF, New and Re1paced Hard Surface)
bLfl C042s t.i N Ski 2�.t3 z
N tr _ 324 SF
Existing Site Conditions Summary:
(Additionally, provide information on previous permits, if any, like Grade and Fill, Clear and Grade, topography,
vegetation, drainage, Critical Areas adjacent to the site and how it may affect this project if soils are disturbed,
Soils Type (Included in Soils Analysis Report), Erosion Problem Areas, Construction PhasinglSequence)
i'.
FtT-
Version Date: December 19, 2018 i'
Developed Conditions Summary:
(Additionally, to be shown on the site plan. Identify cut and fill areas, proposed slopes of all hard
surfaces, proposed contours)
I hM w:-Nwc',S5 c.,%LL No► Rcv‘SSc, lNZnt2ES
Site Sediment Transport Score: AO Total Points (High\Low) (See Determining Construction Site
Sediment Damage Potential(Appendix 7)
Complete the Applicability Requirements—Flow Chart (Figure I-2.4.1 Attached, Figure 1-2.4.2 Attached
and Figure I-2.5.1 Attached)
- Highlight the path and attach
DOE Stormwater Management Manual Minimum Requirements: (MR#1 to MR#5 only).
Refer to the 2012 Department of Ecology Manual, as amended in 2014 for further required information.
•
Version Date: December 19, 2018
Start Here
i
Does the site have 25% Yes See Redevelopment Minimum
or more of existing 1' Requarernents and Row Chart
impervious coverage? (Figure I-2.A.2).
, i
Na _
noes the project convert!;
. _ , - - - acres or were of vegetation to
Does the project result in lawn or[landscaped areas,or
•
5,COD square feet, or No convert 2.5 acres or mare of
gtreater,.of new plus ; : nai tie vegetation to pasture'?•
replaced hard surface _
area?
, No
Yes 4'
Yes Does the project result in 2,CO0
P 1
'r r square feet, or greater, of new plus
All Minimum Requirements replaced hard surface area?
apply to the new and replaced
•
hard surfaces and converted
vegetation areas_ Yes No
Does the project have land
Minimum Requirements€1 disturbing activities of 7.000
through#5 apply to the new . square feet or greater?
Yes
and replaced hard surfaces
and the land disturbed.. N®
Minimum Requirement#2
• applies_
Qcck-91 ) 01.1S'1°1
Figure I-2_4_'I —
Flow Chart for Determining Requirements for
!WW1 New Development
DEPARTMENT OF Revised dune 2015
ECOLOGY Please see,hf'yo...Viric_ :.y.tva.goWcopy.VOichMINr copyright notice InclrAing penntsslans,
Slate of triasnitngtoi an-Raton of natality,and disclaimer.
version vale: vecemoer ] , zu-ru
TAB 2 (MINIMUM REQUIREMENT#2)
• 1-2.5.2 Minimum Requirement#2—Construction Stormwater Pollution Prevention Plan (SWPP)
- All projects are required to complete Minimum Requirement 2.
- Refer to the 13 Elements of the SWPP (See document below, complete and attach)
- See attached Table 4.1.1, Table 4.2.1 and Table
- Provide Engineering Calculations as an attachment for Sediment Ponds\Traps, Diversions,
Waterways and Runoff/Stormwater Detention Calculations.
Version Date: December 19, 2018
Table 4.1.1 Source Control 81111P's by SWPPP Element
Element#1 Element#2 Element#5 Element#6 Element#9 Element#11 Element#12 Element#13
Preserve Establish Stabilize Protect Control Maintain Managethe Protect Low
BMP or Element flame
Vegetation/Mark Construction Soils Slopes Pollutants BMPs Project Impact
Clearing Limits Access Development
BMP C 101: Preserving Natural Vegetation
BMP C102:Buffer Zones ✓ I 4/
BMP C103:High Visibility Plastic or Metal /
Fence
BMP C105: Stabilized Construction
Entrance/Exit
BMP C106: Wheel Wash .7
BMP C107: Construction Road/Parking
Area Stabilization
BMP C120:Temporary and Perrren ent
Seeding
SNIP C121: Mulching 'f J
BMP C122: Nets and Blankets v! ✓ 1
BMP C123: Plastic Covering V
BMP C124: Sodding V I'
BMP C125: Topsoiling 1 Composting
BMP C126: Polyacrylarride for Soil Erosion
Protection
BMP C130: Surface Roughening 'V J
BMP C131: Gradient Terraces 4/ V/
BMP C140: Dust Control
BMP C150: Materials On Hand
BMP C151: Concrete Handling V
BMP C152: Sawcutting and Surfacing f --
Pollution Prevention
BMP C153: Material Delivery, Storage and
Containment
BNIP C154: Concrete Washout Area ✓
BMP C160: Certified Erosion and ,/ ✓
Sediment Control Lead
BMP C162: Scheduling
Version Date: December 19, 2018
Table 4.2.1 Runoff Conveyance and Treatment BMP's by SWPPP Element
1=_Lrrt-�ntrr4 f C1c� r��f1t r<� Element t11
Element ent A3 Eleven!415 1 Ek'it tit r 7 , Element 4 � Eletro-nt*In
13r', p 4' 1;ta4t'.nt Name lic3l�ll �l Stink() f r i�ct LOW
Control i�t►ar ('j'ut,7r� Control CprritrzI
13W0714R C�c=
Irrpnci• t�4T Ratr_t- 301"3 0:7In lni: ti Pil.;ltrizAta Wat4Alon
t:utrQi' ___ JIE�LUtt'r!5 ---- �s�Yss1czl;tlii riE
c23:41: r;storo sptor[- anti 8Vdnia
#'.tiP Grt., -1iii d •
BtriP CZ162;Channel Li►r;l,l I' V
Ca ; W.4ar 13.E •
- !k
HEMP G2 : Pirk Slope Dirain<< ti
•
i_1 ,1P u4b5ltffaC;+ f7-11r15
Qfs'1P C206: Level Spivatlei V
EMU'C207: Ghsrctt
BMP C208; Trim-muter SIR I1( {t stexfi°9 V
E'artalod Cla4;att Dan)
f3MP C2at3: outlet protection
BrifP C220: Storm Drain Inlet Protection'
ow:.C231: E ru* n Barrier
13IT1P C232: Cra's& Niter Berm V
I. BrtiP C233.1 Silt 1 'cnre of V
BUT'C234: Vegetated tee 31r1p ye .
BPt1P C235; wattla:�
L tt1P C235: VVrgltt ti'to Hitrattrn
�._. rt �� -
I`li C#44G acdirearA Trap •
13f11PC241: TerititOray&R inorttPond V
13MP C25E: C4.131M.ruc1ic ti Stcrirrt:`s':er •
Cheark i Treatment
13MP C251:CoBiStractlott Storti'r, ater
hlitratIC)f
3MP Q; S 1ii h {i5I ateutr tizailon 1J- I,tft
CO:
- - � — —H— —
.13riiP C253:pH Crirrtrc1 far Fllgi7 pF3 Wattir
•
•
Versioti Date: December 19, 2018
. i
13 Elements of SWPPP
(Construction Stormwater Pollution Prevention Plan)
Please check off boxes to show that each element has been read and understood. Provide details where
applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the
correlating BMPs are listed Above from the 2014 Stormwater Management Manual for Western Washington
(SWMMWW). A link is provided on the City of Anacortes website, under Planning, Community, & Economic
Development Department, as well as under Stormwater on the Engineering Division of Public Work's page.
Owner Name: /1 012e ;1/ rZ
Site Address: 1.5c� Iv-rH c�.T T. aye- J 1 2 2-J
Prepared By: /4✓A.,� .7 1 \)L14. -0%`?- • Stith' L4-40 2% c off)
The Stormwater checklist or building permit determined that:
❑ The 13 elements must be addressed ❑ These elements must be addressed
for construction activity adding under for construction activity adding 2,000
2,000 sq. ft. of hard surface area. sq. ft. or more of hard surface area.
This means that an attached narrative
and site plan are required with this
document.
Under each element, explain the best management practices (BMPs) used or justify reasoning for
those that will not be used. If needed, please attach a narrative to further explain plans or justification.
ELEMENT 1: Preserve Vegetation/Mark Clearing Limits
❑ Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing
limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area.
❑ Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum
degree practical.
Gl ►>-t►.w (—Ws.R "to 9.1 i.2 ez.F 5IVAIc T.,Q-r
A.Dome4-4.4.- L -c o‘sc-v2-8RJ6 wtLt. TPA_ -.a51 L
Bew? C 33- t,L SE t AA-IA.-Az -51
.
Version Date: December 19, 2018
ELEMENT 2: Establish Construction Access
❑ Limit construction vehicle access and exit to one route, if possible.
❑ Stabilize access points with a pad of quarry spells, crushed rock, or other equivalent BMPs,to minimize
tracking onto roads.
❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in
preventing tracking sediment onto roads.
❑ If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more
frequently as necessary (ex: wet weather). Remove sediment from roads by shoveling, sweeping, or
pick up and transport the sediment to a controlled sediment disposal area.
❑ Conduct street washing only after sediment is removed in accordance with the above bullet.
❑ Control street wash wastewater by pumping back on site or otherwise preventing it from discharging
into systems tributary to waters of the State.
C ��tQuGllti�1 , .cCEEfj G`ecJ eoC . AV-1
pr S4Ac.e tc - 1 PC]g1.1S-
ELEMENT 3: Control Flow Rates
❑ Protect properties and waterways downstream of development sites from erosion and the associated
discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater
runoff from the project site.
❑ Where necessary to comply with the bullet above, construct stormwater retention or detention facilities
as one of the first steps in grading.Assure that detention facilities function properly before constructing
site improvement (e.g. impervious surfaces).
❑ If permanent infiltration ponds are used for flow control during construction, protect these facilities from
siltation during the construction phase.
�P G233- 5ti1/4.1. - tealt_l., Be II-AS-Th.0 D Ak.c►--+l) (i.1e5r
aN o Scs,,"ila Stye. (/e.o17i .
Version Date: December 19, 2018
ELEMENT 4: Install Sediment Controls
❑ Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge
of pollutants.
❑ Construct sediment control BMPs (sediment ponds, traps, filters, etc.) as one of the first steps in
grading. These BMPs shall be functional before other land disturbing activities take place.
❑ Minimize sediment discharges from the site.The design, installation and maintenance of erosion and
sediment controls must address factors such as the amount, frequency, intensity and duration of
precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of
soil particle sizes expected to be present on the site.
y-❑ Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment
removal BMP, before the runoff leaves a construction site or before discharge to an infiltration facility.
Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet
the flow control performance standard in Element#3, bullet#1.
❑ Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of
juvenile salmonids attempting to enter off-channel areas or drainages.
❑ Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to
increase sediment removal, and maximize stormwater infiltration.
❑ Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid
discharging sediment that is still suspended lower in the water column.
FILarn t,AaNsb S-cat-c ee. PtR Z-5 -ice At-. 2511s.A.1
,1",AP G2-33- St LT ge _c 12+-.1-10 c c i c c -- T1L�
'l r Y L toL- ,
PLL Si tLS Gkcp.vp.n w1LL SC (-x.4-1L0) CFF-5%Tt -
ELEMENT 5: Stabilize Soils
❑ Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable
BMPs include, but are not limited to: temporary and permanent seeding, sodding, mulching, plastic
covering, erosion control fabrics and matting, soil application of polyacrylamide (PAM), the early
application of gravel base early on areas to be paved, and dust control.
❑ Control stormwater volume and velocity within the site to minimize soil erosion.
❑ Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize
erosion at outlets and to minimize downstream channel and stream bank erosion.
❑ Soils must not remain exposed and unworked for more than the time periods set forth below to prevent
erosion.
o During the dry season (May 1 -Sept 30): 7 days
o During the wet season (Oct 1 -Apr 30): 2 days
❑ Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather
forecast.
❑ Stabilize soil stockpiles from erosion, protect with sediment trapping measures, and where possible, be
Version Date: December 19, 2018
located away from storm drain inlets, waterways, and drainage channels.
❑ Minimize the amount of soil exposed during construction activity.
❑ Minimize the disturbance of steep slopes.
❑ Minimize soil compaction and, unless infeasible, preserve topsoil.
A3 1%-f SThd - Pit,CD SOILS 6a1uL $6. CcaVsd2-0, t., Rarsiiu Brn?-c123
ELEMENT 6: Protect Slopes
❑ Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include,
but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope
steepness, and roughening slope surfaces (Ex: track walking).
❑ Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with
interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from
stormwater generated on the site.
❑ At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion.
o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-
minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition.
Alternatively, the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff
model, increased by a factor of 1.6, may be used. The hydrologic analysis must use the existing
land cover condition for predicting flow rates from tributary areas outside the project limits. For
tributary areas on the project site, the analysis must use the temporary or permanent project
land cover condition, whichever will produce the highest flow rates. If using the Western
Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as
"landscaped" area.
o Where 15-minute time steps are available in an approved continuous runoff model,they may be
used directly without a correction factor.
❑ Place excavated material on the uphill side of trenches, consistent with safety and space
considerations.
❑ Place check darns at regular intervals within constructed channels that are cut down a slope.
❑ Consider soil types and its potential for erosion.
❑ Stabilize soils on slopes, as specified in Element 5.
❑ BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both
mulching and straw erosion control blankets.
IA) St-c2,'PES a-i .s 511�
Version Date: December 19, 2018
ELEMENT 7: Protect Drain Inlets
❑ Protect all storm drain inlets made operable during construction so that stormwater runoff does not
enter the conveyance system without first being filtered or treated to remove sediment.
❑ Clean or remove and replace inlet protection devices when sediment has filled one-third of the available
storage (unless a different standard is specified by the product manufacturer).
❑ Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the
conveyance system without first being filtered or treated to remove sediment.
❑ Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains
without prior and adequate treatment unless treatment is provided before the storm drain discharges to
waters of the State.
- ❑ -Inlets should be inspected weekly at_a minimum and daily during storm events.
71�rc'Q.� Na.E. 1 '-P-rs.r I L Th 3a2-ffECT
ELEMENT 8: Stabilize Channels and Outlets
❑ Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following
expected peak flows:
o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in
Element 6, above.
❑ Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent
streambanks, slopes, and downstream reaches at the outlets of all conveyance systems.
❑ The best method for stabilizing channels is to completely line the channel with a blanket product first,
then add check dams as necessary to function as an anchor and to slow the flow of water.
-�,�t � cA�.t'SS
I I LL AILQ t.,v G uNZLS c 2 Sv-nev` cam 01,471311. 4�ZbS�cZ,r
Version Date: December 19, 2018
ELEMENT 9: Control Pollutants
LI Design, install, implement, and maintain effective pollution prevention measures to minimize the
discharge of pollutants.
❑ Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site
in a manner that does not cause contamination of stormwater.
❑ Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum
products, and other materials that have the potential to pose a threat to human health or the
environment. On-site fueling tanks must include secondary containment. Secondary containment
means placing tanks or containers within an impervious structure capable of containing 110% of the
volume contained in the largest tank within the containment structure. Double-walled tanks do not
require additional secondary containment.
❑ Conduct maintenance, fueling, and repair of heavy equipment and vehicles using spill prevention and
control measures. Clean contaminated surfaces immediately following any spill incident.
❑ Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents
discharge to surface water, such as closed-loop recirculation or upland land application, or to the
sanitary sewer, with local sewer district approval. Wheel wash or tire bath wastewater should not
include wastewater from concrete washout areas.
❑ Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of
chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and
procedures.
❑ Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources.The sources for this
contamination include, but are not limited to: bulk cement, cement kiln dust, fly ash, new concrete
washing and curing waters, waste streams generated from concrete grinding and sawing, exposed
aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters. Adjust
the pH of stormwater if necessary to prevent violations of the water quality standards.
❑ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas
only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or
streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete
spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land
applications for discharging wastewater from concrete washout areas.
❑ Obtain written approval from Ecology and provide to the City before using chemical treatment other
than CO2 or dry ice to adjust pH.
❑ Woody debris may be chopped and spread on site.
❑ Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel
tank drain down and removal, and other activities which may result in discharge or spillage of pollutants
to the ground or into stormwater runoff using spill prevention measures, such as drip pans.
❑ Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs
may be performed on-site using temporary plastic placed beneath and, if raining, over the vehicle.
'BrnQ c.ts4 wtl L A V1ot cr12—kJ-M...
mil. c.f -> OAST aAc-1L. AT' T'4.
Version Date: December 19, 2018
•
ELEMENT 10: Control De-Watering
❑ Discharge foundation, vault, and trench dewatering water, which have characteristics similar to
stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap
or sediment pond.
❑ Discharge clean, non-turbid de-watering water, such as well-point ground water, to systems tributary to,
or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow
does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do
not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the
State" may exist on a construction site as well as off site; for example, a creek running through a site.
❑ Handle highly turbid or contaminated dewatering water separately from stormwater.
❑ Other treatment or disposal options may include:
1. Infiltration
2. Transport off site in a vehicle, such as a vacuum flush truck, for legal disposal in a manner that
does not pollute state waters.
3. Ecology-approved on-site chemical treatment or other suitable treatment technologies.
4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other
option.
5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized
dewatering.
❑ Construction equipment operation, clamshell digging, concrete tremie pour, or work inside a cofferdam
can create highly turbid or contaminated dewatering water.
❑ Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation of water
quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration
and preserving vegetation.
}-� OCL.('AN cL ) olv.S C11�. S At-3 Li P.6.1137
ELEMENT 11: Maintain BMPs
❑ Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to
assure continued performance of their intended function in accordance with BMP specifications.
❑ Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site
stabilization or after the temporary BMPs are no longer needed. Some temporary erosion and sediment
Version Date:. December 19, 2018
control BMPs are bio-degradable and designed to remain in place following construction such as
compost socks.
❑ Provide protection to all BMPs installed for the permanent control of stormwater from sediment and
compaction. All BMPs that are to remain in place following completion of construction shall be
examined and placed in full operating conditions. If sediment enters the BMPs during construction, it
shall be removed and the facility shall be returned to the conditions specified in the construction
documents.
❑ Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from
removal of BMPs or vegetation.
TAMP s k,It_t. rnA iN u-src1U NA) G cL
ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified
Erosion and Sediment Control Lead (CESCL)for site inspections. Projects subject to Minimum Requirements
1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the
CESCL or inspector, who shall be present on-site or on-call at all times.
❑ Phase development projects to the maximum degree practicable and take into account seasonal work
limits to prevent soil erosion and prevent transporting sediment from the site during construction.
❑ Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued
performance of their intended function.
❑ Maintain, update, and implement the SWPPP.
❑ Clearing and grading activities for developments shall be permitted only if conducted using an approved
site development plan (e.g., subdivision approval).
❑ From Oct 1 through Apr 30, clearing, grading, and other soil disturbing activities is permitted only if
shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of
the following:
1. Site conditions including existing vegetative coverage, slope, soil type, and proximity to
receiving waters.
2. Limit activities and the extent of disturbed areas.
3. Proposed erosion and sediment control measures.
Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has
the authority to take enforcement action per AMC 19.76 Stormwater.
❑ The following activities are exempt from the seasonal clearing and grading limitations:
1. Routine maintenance and necessary repair of erosion and sediment control BMPs;
2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or
result in the removal of the vegetative cover to soil
3. Activities where there is 100% infiltration of surface water runoff within the site in approved and
installed erosion and sediment control facilities.
Version Date: December 19, 2018
vYnpr- -re6 R.tic T41
ELEMENT 13: Protect Low Impact Development BMPS
❑ If implementing any bioretention facilities or rain gardens, refer to the applicable BMP sections of the
Manual for requirements.
-Ma-Mak P11.E 1-� 1.1� 5� Q�S i1-sS'T�ll��'� cy-.t ' a
0-7. IS 09
Applicant Signature Date
Version Date: December 19, 2018
TAB 5 (MINIMUM REQUIREMENT#5)
• Minimum Requirement#5—On-site Stormwater Management
All sites are required to utilize BMP T5.13—Post Construction Soil Quality and Depth.
For each surface, consider the BMP's in the order listed for that type of surface. Use the first BMP that
is considered feasible. No other on-site Stormwater Management BMP is necessary for that surface.
Feasiblity shall be determined by evaluation against:
1. Design criteria, limitations and infeasiblity criteria identified for each BMP in this manual, and;
2. Competing needs criteria listed in Chapter V-5—On-site Stormwater Management.
Lawn and Landscaped Area:
• BMP T5.13: Post-Construction Soil Quality and Depth. (Attach Detail in Report)
Refer to this site for requirements and specifications. All projects are required to utilize this BMP.
http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf
See below for the "Model Soil Management Plan for BMP T5.13"to be submitted with Drainage
Report and Application Material.
Version Date: December 19, 2018
Dyc-Wit'ZS7
•
PROJECT INFORMATION "Model Soil Management Plan for BMP T5.13" age# of pages
Complete all information on age 1; only site address and permit number on additional pates.
Site Address /Lot No.:
Permit Type: Permit Number:
Permit Holder: Phone:
Mailing Address:
Contact Person: Phone:
Plan Prepared By:
ATTACHMENTS REQUIRED (Check off required items that are attached to this plan)
Site Plan showing, to scale: Areas of undisturbed native vegetation(no amendment required)
New planting beds and turf areas (amendment required)
Type of soil improvement proposed for each area
Soil test results (required if proposing custom amendment rates)
Product test results for proposed amendments
AREA # (should match Area # on Site Plan)
PLANTING TYPE Turf - Undisturbed native vegetation
Planting Beds Other:
SQUARE FOOTAGE OF THIS AREA: square feet
SCARIFICATION inches (depth) of scarification needed to achieve finished total 12" loosened depth.
Subsoil will be scarified
PRE-APPROVED inches of compost or imported topsoil applied
AMENDMENT METHOD: X 3.1 (conversion factor, inches to cubic yards) PRODUCT:
Topsoil import = cu: yards per 1,000 sq. ft.
Amend with compost X ,000s sq.ft. in this area
Stockpile and amend = cubic yards of amendment --> ---> -- -* —} QUANTITY: CU. YDS.
( cu. yds. stockpiled) (needed to cover this area to designated depth)
CUSTOM AMENDMENT Attach test results and calculations.
Topsoil import inches organic matter or topsoil import PRODUCT:
Topsoil & compost lift • X 3_1
Amend = cu. yards / 1,000 sq. ft.
Stockpile and amend X ;000s sq.ft. in this area
( cu. yds. stockpiled) = cubic yards of amendment -4 -> QUANTITY: CU. YDS.
MULCH ,000 sq.ft. PRODUCT:
X 6.2 (conversion, to.give 2 inch mulch depth)
= cubic yards of mulch ---} —* --> --p QUANTITY: CU. YDS.
TOTAL AMENDMENT/TOPSOIL/MULCH FOR ALL AREAS (complete on page 1 only, totaling all areas/pages in this Plan)
❑ Product#1: ❑ Quantit : cu. ds.
Version Date: December 19, 2018
❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no)
❑ Product#2: ❑ Quantity: cu. yds.
❑ Test Results: % organic matter C:N ratio <25:1 (except mulch, or <35:1 for native plants) "stable" (yes/no)
❑ Product#3: ❑ Quantity: cu. yds.
❑ Test Results: % organic matter C:N ratio <25:1 (exceyt mulch, or <35:1 for native plants) "stable" (yes/no)
.� .-�� .«�... ..-_.tee-� .C.�..i
Date: Inspector: Approved: Revisions Required:
Date: Inspector: Approved: Revisions Required:
APPENDIX 'I —. Survey performed by a Professional Land Surveyor
Version Date: December 19, 2018
APPENDIX 2—Model Soil Management Plan for BMP T5.13
Note: Document is provided under Minimum Requirement 5 in this document
Version Date: December 19, 2018
APPENDIX 3—Determining Construction Site Sediment Damage Potential (Appendix 7—NPDES Phase
II Permit)
Note: See attached
Version Date: December 19, 2018
Western Washington Phase II Storrnwater Permit
APPENDIX 7 m Determining Construction Site
Sediment Damage Potential
The following rating system allows objective evaluation of a particular development site's potential to
discharge sediment. Permittees may use the rating system below or develop alternative process
designed to identify site-specific features which indicate that the site must be inspected prior to clearing
and construction. Any alternative evaluation process must be documented and provide for equivalent
environmental review.
Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development
site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is
a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to
determine the construction site sediment transport potential.
ii. STEP 1 —Sediment/Erosion Sensitive Feature Identification
Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of
sediment deposition or erosion. Special protection must be provided to protect them.
Sediment/erosion sensitive features include but are not limited to:
i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that
would be Salmonid bearing if not for anthropogenic barriers;
ii. Lakes;
iii. Category I, II, and III wetlands;
iv. Marine near-shore habitat;
v. Sites containing contaminated soils where erosion could cause dispersal of
contaminants; and
vi. Steep slopes (25% or greater) associated with one of the above features.
Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment
is complete.
iii. STEP 2—Hydraulic Nearness Assessment
Version Date: December 19, 2018
Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not
be naturally attenuated before entering the feature.The conditions that render a site hydraulically near
to a feature include, but are not limited to, the following:
i. The feature or a buffer to protect the feature is within 200 feet downstream of the site.
ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel
or ditch.
August 1, 2013, Modified January 16, 2015 Appendix 7-. Determining Sediment Damage
Potential Page 1 of 3
Version Date: December 19, 2018
A site is not hydraulically near a feature if one of the following takes place to provide attenuation
before runoff from the site enters the feature:
iv. Sheet flow through a vegetated area with dense ground cover
v. Flow through a wetland not included as a sensitive feature
vi. Flow through a significant shallow or adverse slope, not in a conveyance
channel, between the site and the sensitive feature.
Identify any of the sediment/erosion sensitive features from step one that are hydraulically near
the site, and proceed to step three. If none of the sediment/erosion sensitive features are
hydraulically near the site,the assessment is complete.
vii. STEP 3—Construction Site Sediment Transport Potential
Using the worksheet below, determine the total points for each development site.Assign points
based on the most critical condition that affects 10% or more of the site.
If soil testing has been performed on site, the results should be used to determine the
predominant soil type on the site. Otherwise, soil information should be obtained from the
county soil survey to determine Hydrologic Soil Group(Table of Engineering Index Properties
for step 1.D) and Erosion Potential (Table of Water Features for step 1.E)
When using the county soil survey, the dominant soil type may be in question, particularly when
the site falls on a boundary between two soil types or when one of two soil types may be present
on a site. In this case, the soil type resulting in the most points on the rating system will be
assumed unless site soil tests indicate that another soil type dominates the site.
Use the point score from Step 3 to determine whether the development site has a high potential
for sediment transport off of the site.
Total Score Transport Rating
<100 Low
❑100 High
A high transport rating indicates a higher risk that the site will generate sediment contaminated
runoff.
Construction Site Sediment Transport Potential Worksheet
A . Existing slope of site (average , weighted by aerial extent) : Po ' nts 2 %
or less . 0
� 2..5o/a 5
> 5- 10 % 15
> 10- 15% 30
> 15 % 50
B . Site Area to be cleared and /or graded :
< 5 , 000 sq . ft
5 , 000 sq . ft. — 1 acre 30
> 1 acres 50
C . Quantity of cut and/or fill on site:
< 500 cubic yards 0
500 -- 5 , 000 cubic yards
> 5 , 000 -- 10 , 000 cubic yards 10
> 10 , 000 — 20 , 000 cubic yards 25
> 20 , 000 cubic yards 40
D . Runoff potential of predominant soils ( Natural Resources Conservation Service) :
Hydrologic soil group A 0
Hydrologic soil group B
Hydrologic soil group C 20
Hydrologic soil group D 40
E . Erosion Potential of predominant soils ( Unified Classification System) : GW,
GP , SW, SP soils 0
Dual classifications (GW-GM , GP-GM , GW-GC ,
GP-GC , SW-SM , SW-SC , SP-SM , SP-- SC) 10
GC ,A, SC soils %,
, CL, MH , CHsoils *_b
F . Surface or Groundwater entering site identified and intercepted 1 :
Yes
No 25
G. Depth of cut or height of fill > 10 feet :
Yes 25
No ` ,
H . Clearing and grading will occur in the wet season (October 1 — May 1 ) :. Yes 50
No '3
TOTAL POINTS '9 6 •
1 If no surface or groundwater enters site, give 0 points .
APPENDIX 4—Site Plan with all applicable information (Minimum Size 11x17 at a legible scale)
� •
•
, �� • J
i o �� s����r _ - - - - 10 th 5-' -i - _ _ _
i\\:: --i -7 •
•
• 5IDEWALK 71 — SIDEWALK �L
® . . , PROP FTY LINE �� .—. __ .p1�60' I'IN� .— NO f 5;
t r�`4�112s.>rL'tilt j.GC.Srj C� t�1 I. STORM WAPEI .IVA1 corn 4 FLOWER
GKiR IIY DEV FLOW
4 fIU 4"PEW.DRN1J PIPE 10 FLOWER GED5
2. 1711RIIJG COi 51 .IG110N, RUN Off 417LL GE COIJTP.OI.LED WITH
1 511.1 FENCE5 NV 5HN.LOW 5WN-E5 TO PROTECT fH
ribie C .i ' 1 . n_ I I N7JACENf PRDPEI?iY,
`� • v� , THE 5i1EE7 STORM WATER CATCH GA51N WILL HAVE A 510RM 17RNN INLET
I I I 3PR0TEC70R IIJ5fALLEl7 PER W5DOf 17'c1AB.1-40.20.00
1--,�' •
4. 51REEf NJD DIfCHE5 WILL GE CLENJEi7 WA-Y OF EPJ5101J Td M-OFF IF NJY.
1 P• . 3r G%54 '�,��� I •_ _ I I I 5 PLALE 701104:71IFY TIC CC>IJn Hold OF hIE 51k�EfTCUR13&:1-10:R.
'�r�' __�. PPORR 0 41E 555UU W1.1.
r fitCE IC ACEP Ai C,o�MO'v�
,�.1� WOOD N I — —� W0019 I 6.ALL DIRT TO 13E HALLE9 AWAY.
- i FENCE • PENCE • _
`' M =�I_ FLo p IN I_ FL� i PAWING INPEXI
'g HOUSE f3ED I. PXISTING& NPW SITS PLAN
S • E'_ N01J5� of ¢ 8 ' 2. NORM& 5041 PLEVATIONS
��r ' I IN ti _ iN 3. V1 5T&EAST�LVATIONS
• ' •z_ 4, MAN &UPPI I:FLOOR,PLANS
%`,'S , �• I� 5, POUNt7ATION PLAN
--- I 6,UPPPp PLOOP FRAMING&ROOF PLANS
_ T FLOWED I 7,5C110NAL b�1A]L5
a�— PEP NEW GARAGE TO PE AGAINST ��__.�r_ FLOy�,�� 8,ma WALL LINE PLAN
DECK EXISTING WOOD DECK& DECK �� GEq '
NEW CONC,SLAB TO PE PLUM i
DECK DECK I TO PE FLUSH w/ EXISTING DECK�I^ SIEFODPM '"521'()C,1",+ °o
`: DECK DECK °°
r: A,Aov xi5-1-1\6. 6"Si I f'OM ---....or
x8 x I8 GAt?Aa-`___ II113 1111 I 1• I --°'° Ili!— I .��1z3- ► C-•� t
�W 18 x 18 _ _�_—,
m I I� 6 G/, " [_ ;' S 4"50LID.DRAM PIPE - WttH-IN 24HOUP5
10'x 6 DARN DOOp I t IIJ ICROl9J17 w/
OWN5POUf TO FLOWER.GED5 II •
` IIJ PER W5n0 FENCE III-3oiy LIi•aEs _� /VP GRAVEL TO PONG UPTO
• .— .—. 3 •` `. 02_. C•1_' ' -A-c �3/. — ff
—60E GARAGE AO ELEVATION
MOWER POLE PROPERTY LINE ,, POWER POLE LINE
I IN51ALL 51L7 FEIJGE ON PROPERTY LII'.5
i v I� �f PER WSDOT MAIL 1-30,15.02 Y • ...--------
I or
II"x 19"PAPER SIZE -- 15 0' (COW 0100%)X151'I�G 51�' PLAN VEv51�J� PLAv ZZ"x 34"PAPERSIZE_ 5CPLE 15I"-10' (GO'1ED 0 200/<) -
REV,#2 03/04/17
EXISTING GAI'.AG r001"P INi"- 554 50, Fr • EXISTING & NEW 51t ELAN
-z-ez 0-7_ ►J-1 • NEW GM AGE FOOT I'pINT= 324 50 FT, • • MAU1:: N 5C1-1V2 R MOft I2 GAp.AG�
' • , At7 55; 1509 IOth 51 1- -
• [UILDER TO VERIFY Au.l7IMEIJ510N5 PAUL 4*: 15' 582•
• kniMIN7�0�OM 'AYWM1n9P„.. v,.-41-1. 1-,1•1•1,1(7r).nnr_ /Thrlr'vl
APPENDIX 5—Documented Site Photos (Show all directions of the site, including frontage)
(Insert Photo Here)
Location:
Description of the photo:
Photo taken by:
eU AT A Lp.W -31 V.AE