HomeMy WebLinkAboutBLD2021-01219, 01219 SFR, Garage - BLD Application - 8/2/2021 MASON COUNTY COMMUNITY SERVICES Permit No.?41!Gl Zal -6 1 a I
PERMIT ASSISTANCE CENTER:
r •BUILDING•PLANNING•PUBLIC HEAL774-FIRE MARSHAL RECEIVED
615 W.Alder Street,Shelton,WA g85B4
1
` Phone Shelton:(360)427-9670 ext 352-Fax:(360)427-7798 Phone
Bollair:(360)2754457•Phone EUntr:(360)4825269 AUG 0 2 2021
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: -3-0 rneS - .�eni S� ��f�i'Cc rn S NAME:
j IMAIL.ING ADDRESS: '75-y5' E -uncce, CiL MAILING ADDRESS: _
1 CITY:R,-' D_CjSa ! STATE:Lc, _ZIP:983G, CITY: '_STATE: ZIP:_
PHONE#I1:-3(00- 7/J e7 PHONE:.' ?CELL:
PHONE#2: EMAIL
EMAIL: a.) //i G e Sge,/ ' Ina /,cony L&I REG#
PRIAlARY CONTACT: OWNER F 1 CONTRACTOR❑ OTjIJER
NAME _ EMAIL
MAILING ADDRESS CITY; STATE. _ ZIP_ I
PHONE_ _ CELL
!+ PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) � ^-�/ d0 ZONING I' •5
LEGAL DESCRIPTION(Abbreviated) �/� -3/q OF G O 3 'R/ bF DIRE D RICT �-
SITE ADDRESS -26-S 657 l/c`cfvr- S/7-,-1�/Yo CITY n/
DIRECTIONS TO SITE ADDRESS i,/ � [ I oc IS iLJ
i IS TEE P OJECT WITHIN 300 FT OF S (S G ATER THAN 14%: ❑ NO❑ SNOW LOAD:_psf
IS PROPERTY WITIII;V OO FI'OF TELE OLL WING: (Check-all that apply
�r1LTWATE.R❑ L RIVER/C K❑ POND❑ 1VETL ❑ SEASONAL RUNOFF❑ STREA)VI❑
TYPE OF WO N W D TION❑ ALTEX2110i
❑ REPAIR(] OTHER ❑
1 USE OF STRUCTURE uldnrrn.Gara ,C crctal Bldg Etc.) [��� C 2__
1S USE: PRIMARY(] SEASONAL NUMBER OF EDROOMS ,? NUMBER OP BATHROOMS
HEATED STRUCTURE? (Owh le Idg)[] YES(Farr.1 jBldp,)❑ NO❑
DESCRIBE WORK Vi
SQUARE FOOTAGE: (prvparcd)
1ST FLOOR iy88 -,q.fL 2ND FLOOR14 sq. f1 3RD FLOOR sq.R. BASEMENT sq.IL
DECK sq. fL COVERED DECK - sq.ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE. -sq.& Attached❑ Detaclrec CARPORT sq.fL Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN RE D*
MODEL
IDTI� BEDROOMS BATT-IS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SE11rAGI-JSF.11rF.R SOURCE: SEPTIC$ SEWER❑ / NEW❑ EXISTING❑
PLUMBING IN STRUCTURE? YES;N. NO❑ Ilyes, attach completed WatcrAdequacy Form
III PER IVIE-TER/FOUNDATION DRAINS PROPOSED? YES❑ NO❑ EXISTING SQ.FT.
EMSTING BEDROOMS --'->_ PROPOSED BEDROOMS .3 TOTAL BEDROOMS .3
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such is by
srgnaturo betaw.I doclaro that I am the mvner and I further declare that I am entitled to receive this,permit and to do tho work as proposed.I have
obtainod permission from all rho necessary parties,including any casement holder or partite of Interest regarding this project. Tho owner or legal
! rvpresenlalrve,reprmenls that the information pru idod is accurate and grants employees of Mason County access to the abovo described property
I and structures)for re-oew and inspection. This permitiapplication becomes null 8 void if work or authorized construction is not commenced within 180
f} days or if construction work is suspended for a period of 180 days.
PROOF OF ONTINUATION OF WORK ON THIS PERMIT 1S BY MEANS OF INSPECTION. INACTIVITY OF THIS
j PERMIT PPLICATION OF 180 PAYS OF MOU WILL CAUSE THE APPLICATION TO BE, IEXP RED. (MASON
i NTY CODE 14.08.42) �UbW1t_cT.e� g-2-2U2)
X Signature of OWNER(Must be cloned by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC I.IEALTH
MASON COUNTY COMMUNITY SERVICES Perni t No:]�I612621 -b 1a I
PERMIT ASSISTANCE CENTER.-
BUILDING-PLANNING•PUBLIC HEAL774-FIRE MARSHAL RECEIVED
615 W.Alder Street,Shelton,WA 98584
Phone SheJ 60)427-9670.exL 252•Fax:(360)427.7798 Phone
�6p)275-4467-Phone rya:(360)4,62-zee AUG 0 2 2021
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPE10ftWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: -3-orne-S 4Dzo/ S NAME: _
MAILING ADDRESS: '7sY5 E �unc� .a e,, C-iL MAILING ADDRESS: _
CITY:R,t &C.Aorrl STATE: c r ZIP:�6 CITY' `FATE: ZIP:_
PHONE it]: 36,0-,SD 9 - 7/-_� P PHONE: -CELL:
PHONE#12: EMAIL :
EMAIL: Gut//i e, t?s /Z]o L&I REG#_ 5 EXT.
PRIMARY CONTACT: OWNER 11 CONTR ACTOR[] OTffER
NAME- - j-j4YylL� W I I I i(�rYl S _ EMAIL —
MAILING ADDRESS I-Cncm - - STATE
PHONE C30D.&-q• r1 I32) - - CELL z c0• L985
' PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number) ZONING 5
;! LEGAL DESCRIPTION(Abbreviated) 7-R -3/a t7r 6OV7-LOr 3 '72/ &F FIRE DISTRICT 2-
4 SITE ADDRESS -2�S I/�`cfvr- l'lo CITY 31--/-
1 DIRECTIONS TO SITE ADDRESS i,l rq -3 O 22 s4 4e, �E VZr- I or' /�o
ozn
IS=P OJECT WIT1`I 300 FT OF SLOPE(S)GREATER TH''1NI 14%: YES[] NO❑ SNOW LOAD:__psf
IS PROPERTY NVI111 200 FT OF TBE FOLLONYING: (Check all that apply):
SALTWATER❑ LAKE❑ RTVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAv1❑
TYPE OF WORK: NEW g ADDITION❑ ALTERRA TION❑ REPAIR❑ OTHER ❑
I USE OF STRUCTURE(Residence Garage,Commercial Bid&Etc.) A-P-5 i d-e n C f,
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS .2 NUMBER OF BATHROOMS
HEATED STRUCTURE? YES��(Iy�%o}leBldg)❑ YES(I�arp1.fBldga❑ NO❑
DESCRIBE WORK n EW '5 F"
SQUARE FOOTAGE: (propwo*
I ST FLOOR I W&' sq.R 2ND FLOOR sq,It. 3RD FLOOR sq.It. BASEMEN1 sq.IL
DECK sq. fL COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.ft
GARAGE. _sq.fL Attached❑ Detaches CARPORT sq.fL Attached❑ Delached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN RE D*
MODEL H
iDTH BEDROOMS BATILS SERIAL NUMBER
ENVIRONMIFNTAL HEALTH:
Sr-.WAGE/SFWER SOURCE: SEPTICO SEWER❑ / NEW❑ EXISTING❑
PLUMBING IN STRUCTURE? YES;�- NO❑ Ifyes, attach completed MatcreldequacyForm
PERT ETL'-RIFOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT.
E>3STING BEDROOMS -� PROPOSED BEDROOMS •3 TOTAL BEDROOMS 3
OWNER acknordedges that submission of inaccurate information may result in a stop work order or permit revocation.Admowiedgement of such is by
signature below.1 declare that I am the msner and I further declare that lam entitled to mceitie this permit and to do the work as proposed.I have
obtained pormission from all the noces:.z3ry parties,including any easement holder or parties of interest regarding this project. Tho ovmer or legal
representative,represents that the information prorided is accurate and grants employees of Mason County access to the above described property
and structure(s)for review and inspection. This permittapplicalion becomes null&void if work or authorized construction Is not commenced within 180
days or if construction work is suspended for a period of 180 days.
PROOF OF ONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT PPLICATION OF 180 PAYS OF MORP WILL CAUSE THE APPLICATION TO BE1 EXPIRED. (MASON
0 NTY CODE 14.08.42) �UbVrit_rreU- �'2.-2U2�
x 7 - C
! Date
Signature of OWNER(Must be signed by the OWNER)
DEPARTMENTAL REVIEW APPROVED DATE DEIVIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PURUC I.M/11LTH
Name 0 1 I&W, 15 Parcel# alota ,3 -`'( BLD# 2021 —0)2 ( Ej
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14,Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
hqpHwww.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70).You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples.(Section 14.48.130)contact Public works at:
Phone: 360-427-9670 ext 450
100 W. Public Works Dr
Shelton.WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel. You may also wish to consult with the septic design professional involved with the project.Mason
County Division of Environmental Health can be reached at:
Phone: 360-427-9670 ext 400
415 N.6th St—Bldg#8 lower level
Shelton.WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described Aoperty fqr review and inspection as may be required. Q
X (�/ Owner/Agent/Contractor(circle one)Date:
Page 2 0 2
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface 2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction, installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
=Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings X =
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections(example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area(sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
If the Total. Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign
the information provided on page 2 of 2.
Pagel of 2
MASON COUNTY COMMUNITY SERVICES Permit No: �)ZI
PERMIT ASSISTANCE CENTER:
• 0 •BUILDING-PLANNING-PUBLIC HEAL 1N-FIRE MARSHAL
' 615 W.Alder Street,Shelton,WA 98584
` Phone Shelton:(360)427-9670 exL 352-Fax:(360)427-7798 Phone
Belfair.(3W)275-4467•Phone Ehrw:(360)482-5269 R
BUILDING PERMIT APPLICATION AUG 0 2 2 r21
i PROPERTY OWNER INFORMATION: CONTRACTOR INFORMA1136 .-Alder Street
1 NAME: —3 7ineS NAME:_
E MAILING ADDRESS: C-e MAILING, DDRF-RR-
CITY:R—,/ STATE: ZiP:983&& CTTY:�' STATE: ZIP:
PHONE#1: 3 O—.SO 9 — 7/ 8 PHONE. CELL: _
PHONE#2: EMAIL :
EMAIL: i//i a e s ma,%Cony L&I REG# ' 'S EXP.
PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ _ OTHER
NAME- r_ EMAIL
MAILING ADDkt,)S CITY _STATE j _ ZIP
l PHONE. CELL
PARCEL INFORMATION:
PARCEL NUMBER 12 Digit Number) /0 00 ZONINGn
LEGAL DESCRIPTION(Abbreviated) Tie 3 A OF 60 V f oT '72/ OF FIRE DISTRICT o�
SITE ADDRESS -O-G 6- t/�`c-7�vr- P"l'-�1/YO CITY eJ-biz r
DIRECTIONS TO SITE ADDRESS ill O z '
IS THE P CT WITQIPI 300 OP { G ATER THAN 14%: YES❑ NO❑ SNOW LOAD:_psf
IS PROPERTY WITHIN 200 FT F THE O 0 G: (Check all that apply):
SALTWATER 0 LAKE� R/CREEK ON D❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW ADDITION ALTERATION❑ REPAIR❑ OTHER n
USE OF STRUCTURE(Weromm caMe ldg.Etc)
IS USE: PRIMARY(] SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(F%ae Bldg)❑ YES(Panlsl of �❑ NO
DESCRIBE WORK chx-a .
SQUARE FOOTAGE: (p.opared)
1ST FLOOR sq.fL 2ND FLOOR sq.R 3RD FLOOR sq.fl. BASEMENT sq.fL
DECK sq.R COVERED DECK sq.ft. STORAGE sq.ft. OTHER sq.R
GARAGE y8O sq.R Attached❑ Detached - CARPORT sq.R Attached❑ Detached❑
MAWFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SFWAGE(SEWF.R SOURCE: SEPTIC SEWER❑ / NEw,)Jr EXISTING❑
PLUMBING IN STRUCTURE? YES N q Ijyes,attach completed Mater Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO[] EXISTING SQ.FT.
EXISTING BEDROOMS PROPOSED BEDROOMS TOTAL BEDROOMS _
OWNER acknowledges that submission of uraocurate information may result In a stop work order or permit revocation.Admowledgement of such is by
signature below.1 dedare that I am the owner and 1 further dedere that 1 am entitled to receive this permit and to do the work as proposed.I have
obtained permission from art the necessary parties.inchAng any easement holder or parties of Interest regarding this projecL The owner or legal
repruseniatrve,represents that the inforrnation provided Is a=fate and grants employees of Mason County akxess to ft above described property
end stntclure(s)for mvww and inspectior►. This pe mWappG Mb0n becomes MA 3 void if work Or authorized construction is not cornrnenced within 180
days or d oonstmcbon work is suspended for a period of 160 days.
PROOF OF ONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
j PERMIT PPLICATION OF 180 PAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED (MASON
e; i COUNTY CODE 14.08.42) `50 b m-t f eC '
Signature of OWNER(Must be sinned by the OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HFALTII
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface'.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction, installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete,This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings X =
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections(example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area(sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Pagel of 2
f
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.(WERENCED FROM Oeo REPO
.w.rrrrar YrY'3t ,wrBW'TS 13 OuvmPVXTR11TCM INTO THE TAN POORLY GRAFX05A,N'D WITH SILT AND UNAVEL IN FkAS19I.!PER
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ptndasso oxr000t 4s > aFl-she Tc xcca a.., Ab+adsC+W edt. gOg„� 81TL7 GTiOM TESTS CYIAi.R BF PERFORMED A TN6 TIME OFUS A PI Tt@ Nh1NE TAN PQOM:r c3RADW kW A SILT A+,WiAVU
Campoal eirwomwIl COf#SM)CT10N TO VERIFY TFsl;PRCNtDE1) jLjRATFOM RATE. �
W na!Avd m Table 22".Testing pw.•` aot ' f
rarnpaat must MVo on oq}sn,c rnabM r•s„�.'?WAC/F3.3.f'0 220.Tha COMBTNUCTION RPOIAREMENT4:
tutrow fella Under 35 b 1. �40lS%orA a W m^fD COATItl1CTWN,AND MAJITENANCE MEArAIREB ARE REM MIS TO EN9vRL THE kNI#:TRA TtJN RATE CAN 8E FJsFEG.
Mly
r.r.rr t 2. SSackWN,prolsq,and rouso ed.Tt,. TF4DtJLD ME NOTED THAT SPECil1t CARE W R£r]UR£D CK/RLNO THv;Cai/K1altT ANC t 141,VTXA pER)OC8 TD AY(�FINE Eolmew c OVER TIME.wIT
sosC Stock tad sot s:,d d s4a nr d'rj(ry(60 WA ad R tnlo a os" OF THE INFILTRATION SYSTEM T)t9 MAY BE ACCOM3�L MRED MY U$VffK AN Al.Tp le"iVE AL�iATiO?I
S u8.h%Ad ba cavFr barer rd ttTCTW WATER NANAGEM r LOCAT0NDtJFf G
ri...-------- came!b meal tMs -E ��� Assn!O be wed with CONTRUCTiON OR L fAVItA Fk!C 60TTOV OF TN£SYSTEMS 1 TO 2 i'f;ET F9G"Ft M+Of'1�Y EY,tAVATMIO TO THE f ,p GRADE OFiICt?THE
ca as (I pas �9Wn ma DRNEWAY9 ARE PAVED A-SO LANONG-AP!N9 IS MSTALMG ALL CONTRACTORS WOW hG ON TtiL XM OkAt.OWA AN0 9�HT Py VWW .er..�s.s. � ^�� L / prs-a envsd felas ttat orb 'c tar L'ao ADVtSESI T4 AVOtO'SNRTY 6TOPlrNATF_R FLOYA!¢t3TO TIfE MTTCM STOFtAf/rATCR 8T'*Ui D 810./ tYt s CWi9TTklCTMIFJANDtAVmBCAt+w' NoCDItCACTE
A � r....r�..r.r rx�..++.. 3. Ch p uW stoopile wood wseta TRUCKS S110Ui.D BE WASSF D OR CLEANED IN THE AREA AROLNO I FiLTRAT"FAIT FS TO Ft�D=PoifhTLV.
•`�"�"•r TIM
Bmndros end othw woody mslMla!o o ^a.'-`^ rf t M+to ew.`r•0 gYMTEI/B,THE PFFLTRA*fQN SYSTEM&10tA,D NOT 8£CA"iIiCCTE41 TO T?fET CC WROCTLON 8 COMPLETE
r
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stod Olod WAWA duff.6rvasfsa me
Y bs a i tMad altx pAad slorq wart AM THE SITE AREA.M LA4•w'�CAPED,PAV€O GA OTHERMSE PROTECTED, SYSTEMS MAY K UTX&MDTMOUCit CONSTRuCnOK
fi . HsnNaysn Ola•..kbar7y.E "'I QP._t., as$ooUh Moore.
w s,,,�w -T_ Ni `r+w'~"••+ 4. Impmt top"of GVttu}onl QW k�•an qr,?_4 e � le clad. -
A i t"av., !
Detour, a b moat tno nl4ulrNlTs�
4.1. ImporYd soft s1W w canta4!ex aslve c on Rees(mafe Man 5% 7 0 Ory
possYq s Na.200 we" Decauss that ca. domes s!rK n at tacos 2Q3f{7
SacWn A A ... 4.2. Far -
...rr.w to Dodo:use a m'x by VC4,�of I with 65%rMfood - -
• saR to adtlova the rpWremont of
.►+r... � 1 _ Metter try loss-on•4ynt0m test s rlwirc:,
rr� '►�+'�+ �.r. J f 4.1. FD rcttf.the roQttlrsmert1 of n+ W PJy. WM MOIL mxaral soA I
( F a"v' 1 6% c matter — 21"SIDE
_L Jam.
DY lesson-Sgn3;bn last. 1�ad P }...
y--r-J e t sr .ort.ecwa •••r-••+••� tm».... CIL Scarily subso4 and mulch ptvl. ( •_,.-__._-
4A. Or any comblastion above, �tadtBt bokrw
Idi.3 12 Figure 114.2.12 _ 7 i NAL DRAINAGE
Typiow DMV%NXNA Inmrilbon Trench Stit Fanco - y
ECOLOGY ECOLOGY w...... --.z..+.,s..-..,rw.......r..+... x ' Gl , 1 { tQO CID
sr.r errrr.rrr� wr rr..tww..r..+.. t
00
CONSTRUCTION SE"Q I NCE: So e0 O(;)
1. ARRANGE AND ATTEND PRE CONSTRUCTION MEETING WITH MASON '••` 1 `�. •,,,�'� + �. c Q
COUNTY IF REGIhRFJ7. - N !~`
2. CONSTRUCT ALL TEMPORARY EROSION CONTROL BMJ'S ACCORDING- "^""- - r«.-per.: L C 3 110 R
TO PLAN _
3, MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH C233-IL U r
MASON COLNTY STANDARDS AND MA.WFACTURER'S / 20'SIDE SE J FIELD D tETE PIE LOGATtDN. �L FENCE � s
RECOMMETiDATIONS. _—-_,TBACI� I
4. APPLY EROSSIONCONTROL MULCHING AND.SE'_DING,PLASTIC ` —_ _- ���_�
1 � - _ --� MAs iSP N Q
COVERING,OR EQUAL TO AREAS THAT AILL NOT B=_BROUGHT TO �, DUSTM CLEARING
LL
FINAL GRADE OR PERAFAIENTLY VEGETATED WIT HEN 7 DAYS OF —EXIST N
EXPOSURE DURING HE DRY SEASON AND 2 DAYS DURING THE WET ! } �{ �— / •a.
SEASON. der S lr UN-0 PfD i +^ W
5. CONSTRUCT UTILITIES ARID STORM DRAINAGE FEATURES / / z ( V^y,,
6. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW / •�/��- ;
MEASURES SO THAT AS SITE CONDITIONS CHANGE.THE EROSION / _Cj � EXIST - WM
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH MASON OEVfLOPED W
COUNN MINIMUM REQUIREMENTS. EXISTING CLEARING 1 ,/ N 1 ''^^ to7. REMOVE THE REMAINING TEMPORARY EROSION CONTROL ITEMS - SUMP W/LID Yf
ONCE SITE HAS BEEN STASILLMO AND APPROVED. / 2'X30'DISPERSIO, -
COMFILm FINAL.SOIL Amur DMENT8 AND LANDSCAPING NNING � TRENCH_
z 0
{
fi'RQOF DRAT. EJOST 4yG }�
QOY'MSP0t7T INFILTRATION DESIGN / / ' W vim• C1F1W OUT - � J
ANDCOhSTRUCTIONS?EGFK;ATtOd:S / I Al4' i ce, .� /Uj U
1. thf4TRATION TRENCH SMALL BE j w`3 t j _I V�� � • v CONSTRUCTED AS DETAILED IN
THE STORMWATER MANAGEMENT t/ / - 1 // ,// - W
MANUAL FOR WESTERN I
WASHINGTON FIGURE M-3.1 7. % } t - Q
REPRODUCED HEREIN. / .<._ ',r., Q.(0
2. TOTAL TRENCH LENGTH FOR TH!S P N N N _ E
PROPOSED ( N
PROJECT SHALL BE 30 ° ^ rt r/ r NQUSE PRQPO�TS' S'+AO lvG,STOCK P'L E
3 AGE
IP'FIITRAA70 TRENCH BOTTOM AR IAEASU -_ GA' s?O.RAGE AREA i.
L SV EIA CC v^WASH AREA :' 1
SLOPE SHALL BE LEVEL
t, IN NO RATION TRENCHES SHALL �Ory / i gyp" THE FIB THEST // - - - -
BE LOCATED As FOLLQ%VS i ,�.� t - •^ fi
RQ,J T1 1G-FEET MINIM N OF T E BUILDI G
UM FROM ANY _ ` s •I`.• ,,,r_:+•
—— —— IV SIDES
sTRucnae FOOTING /
I}{J S. FILTER FA9RIC SHALL BE PLACED
I OVLR THE DRAIN ROCK PRIOR TO
\\ �s rTav
L BACKFILLING - - - - - /- - - \ 'V
A54.
NdPERV10US SURFACE AREAS: P OV ED 50 / 70 80 `
/ 00 100
_ M �j EXISTING WEII
HOUSE. W� ( + � ' / WF STI SEPTIC \ EX.S 3 ZUL
SETBACK
GARAGE" TO 2 \ CI R 0 C - t
PATIOS.WALKS � DOO v1 5 \ TO v ,
NEW IMPERV SURF TO: ?. \ EASEN NT
EXIST DRIVES: 3,600 SF
1 3660-633A402
Iff SITE PLAN / STORM W T E R PLAN
SCALE. t"=2d' i `_
NORTH C1
w
,.
C6,a aJb c�..
oact
i�1Gi 2b21 - G 12 I g clt,t
4c,
POST-CONSTRUCTION Department
of ON SOIL QUALITY AND DEPTH STORMWATER INFILTRATION NOTES:(REFERENCED FROM GEO REPORT)
For Department of Ecology Stortnwaler BMP T5.13 ONSITE INFILTRATION INTO THE TAN POORLY GRADED SAND WITH SILT AND GRAVEL IS FEASIBLE PER THE 2005 STORMWATER MANAGEMENT MANUAL
AiMFPrIMMc OaYb•dW
ww.waw..•++ero•> FOR WESTERN WASHINGTON(SMMWW).
.,,A.,aeaMaMakwPeM PRE-APPROVED SOIL AMENDMENT
Plan VIEW •roe>re.w. Aa r.rauc..w.>.aa.MMi. LONG TERM DESIGN INFILTRATION RATE OF 2 INCHES PER HOUR SHALL BE USED IN THE NATIVE TAN POORLY GRADED SAND WITH SILT AND GRAVEL
anw, '•�i°'"•`"oN10"`ui° 1. Purchase compost P,Matl pp, post from off-site sources and till It Into existing soil.
----------- _- I - Compost used for soil amendment must not exceed contaminant limits SOILS.IN-SITU VERIFICATION TESTS SHALL BE PERFORMED AT THE TIME OF CONSTRUCTION TO VERIFY THE PROVIDED INFILTRATION RATE.
( , identified in Table 220-B,Testing Parameters,in WAC 173.350.220.The CONSTRUCTION REQUIREMENTS:
- ) compost must have an organic matter content of 40.65%and a carbon to
I CONSTRUCTION,AND MAINTENANCE MEASURES ARE REQUIRED TO ENSURE THE INFILTRATION RATE CAN BE EFFECTIVELY MAINTAINED OVER TIME.IT
- r nitrogen ratio under 35 to 1.
( -----_I ,,,,,,,,,,(,M � i, SHOULD BE NOTED THAT SPECIAL CARE IS REQUIRED DURING THE GRADING AND CONSTRUCTION PERIODS TO AVOID FINE SEDIMENT CONTAMINATION
--- -- Y,,- 2. Stockpile,protect,and reuse existing soil and forest duff and till it into existing OF THE INFILTRATION SYSTEM.THIS MAY BE ACCOMPLISHED BY USING AN ALTERNATIVE STORM WATER MANAGEMENT LOCATION DURING
soil.Stockpiled soil and duff should be covered with woven weed barrier and
,a,(,,.,, -- rr-------- - ----=--- F CONSTRUCTION OR LEAVING THE BOTTOM OF THE SYSTEMS 1 TO 2 FEET HIGH,AND SUBSEQUENTLY EXCAVATING TO THE FINISHED GRADE ONCE THE
protected Burin construction.Stockpiled topsoil may need to be amended with
rPv i p g p p y DRIVEWAYS ARE PAVED AND LANDSCAPING 15 INSTALLED.ALL CONTRACTORS WORKING ON THE SITE(BUILDERS AND SUBCONTRACTORS)SHOULD BE
,i compost to meet the organic matter and volume requirements for the ADVISED TO AVOID*DIRTY'STORMWATER FLOWING TO THE SITE'S STORMWATER SYSTEM DURING CONSTRUCTION AND LANDSCAPING.NO CONCRETE
Profile View roe=r,.eM .a.naw pre-approved rates.
A o«ea.aPa �� Pw.P.a,p,,.rbbP�,r ����� TRUCKS SHOULD BE WASHED OR CLEANED IN THE AREA AROUND INFILTRATION FACILITIES.TO REDUCE POTENTIAL CLOGGING OF THE INFILTRATION
rrw,.b,swww � „•■,�„ 3. Chip and stockpile wood waste from site clearing and till it into existing soil. SYSTEMS,THE INFILTRATION SYSTEM SHOULD NOT BE CONNECTED TO THE STORMWATER RUNOFF SYSTEM UNTIL AFTER CONSTRUCTION IS COMPLETE
-- --------- Branches and other woody material may be chipped and stockpiled along with AND THE SITE AREA IS LANDSCAPED,PAVED OR OTHERWISE PROTECTED.TEMPORARY SYSTEMS MAY BE UTILIZED THROUGH CONSTRUC , �- _JF V E D
r stockpiled soil and duff.Invasive plant species such as Scotch broom,
T "_'-'K`-M" �',�" r,�.a„■,..,..,,,,r,,,, Himalayan blackberry,English Ivy,and holly may not be used.
f A '""•'"•°••^ T Y10'°"'np141deVi° 4. Import topsoil of sufficient organic content and depth to meet the requirements
below.
4.1. Imported soils shall not contain excessive Clay or silt fines(more than 5% 70 BO 90 100 AUG O ^ ^O^
Section A-A passing a No.200 sieve)because that could restrict stormwater infiltration. - - - 203.42' - - - - - L L 1
ma as F
'^^mitliebidM �� 4.2. For planting beds:use a mix by volume of 35%compost with 65%mineral
soil to achieve the requirement of a minimum 8%(target 10%)organic (�
^+M•��x'- matter by loss-on-ignitiontefit. 61 W. AId r Street
4.3. For turf areas:use a mix by volume of 201/6compost with SO%mineral soil
.L•bN, to achieve the requirement of a minimum 4%(target 5%)organic matter 20'SIDE S
..be n..,x•-x• z+c..m P••a wa by loss-on-ignition test. _
�'--a rarrorwE '•^� '"a'••'•^' RmroxxE 4.4. Scarify subsoil and mulch planting beds as described below. - -
4.5.
Figure III-3.1.2 Figure II-4.2.12 Or any combination above.. I SEASONAL DRAINAGE
Typical Downspout Infiltration Trench Silt Fence ? /
DEPARTMENT F tl' ' m'd OEPAX ME T OF R■ I UI00
ECOLOGY , ,,,,,x,,,.,..,•.Feb.,,P+a,u,Fabe�Pa„n.,,.a.awo.,a.n,. ECOLOGY P ,,,Ps,.... �.Pna,,,,,,,,moP�n,,,ae,,,,a„o,.,aMi,. b
M.,.aw..nmom" Mn.b.arM■r."+ee.a.�.. sm.aw..ninym. ,rwaaru•r.•Pee.er,w. �. � 100 N
\T� Ln
CO
CONSTRUCTION SEQUENCE: 50 60 W
1. ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH MASON
COUNTY IF REQUIRED. 248' l I 110 s
2. CONSTRUCT ALL TEMPORARY EROSION CONTROL BMP'S ACCORDI G — — — — — — - r —
TO PLAN (BMP): I M
3. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH �• C233-SILT N FENCE _ =
MASON COUNTY STANDARDS AND MANUFACTURER'S AL SET AC S A E ME SURE FIELD DETE INE LOCATION. w+ (V
RECOMMENDATIONS. 20'SIDE SETBAC __ MAINT A DISP TRENCH U W (V Q
4. APPLY EROSION CONTROL MULCHING AND SEEDING,PLASTIC F M H E ld'RT ST a l LL■
COVERING,OR EQUAL TO AREAS THAT WILL NOT BE BROUGHT TO EXISTING CLEARING N J
FINAL GRADE OR PERMANENTLY VEGETATED WITHIN 7 DAYS OF ,.�J CTl N F/THE UILDIN EXIST Ll ■�
EXPOSURE DURING THE DRY SEASON AND 2 DAYS DURING THEW I UN-DEV PED ����////��
SEASON. Z
5. CONSTRUCT UTILITIES AND STORM DRAINAGE FEATURES V/ li■Lit
6. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW / of LLI
ci
co
MEASURES SO THAT AS SITE CONDITIONS CHANGE,THE EROSION I ' EXIST N l c`oli M Q
AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH MASON AV DEVELOPED 1 LY
COUNTY MINIMUM REQUIREMENTS. !rj EXISTING CLEARING
7. REMOVE THE REMAINING TEMPORARY EROSION CONTROL ITEMS y SUMP W/LID
ONCE SITE HAS BEEN STABILIZED AND APPROVED. 2'X30'DISPERSIO
8. COMPLETE FINAL SOIL AMENDMENTS AND LANDSCAPING TRENCH - I I
///,���y Z O
\ LL
r
DOWNSPOUT INFILTRATION DESIGN / = CLEAN OUT 6"ROOF DRAT EXISTING I ■— J
AND CONSTRUCTION SPECIFICATIONS oQ• i DRIVES 10 S V U
�_
1. INFILTRATION TRENCH SHALL BE / / .� �-> ��� I I /1
CONSTRUCTED AS DETAILED IN / �- ! ■ /
THE STORMWATER MANAGEMENT
MANUAL FOR WESTERN
WASHINGTON FIGURE III.3.1.2, - - _- j Y- 7 Q LO
C Li
REPRODUCED HEREIN. / � '' •:. ''
2. TOTAL TRENCH LENGTH FOR THIS / ''
PROJECT SHALL BE 30 I _ • 6y,p 9 /_, PROPOSED '-/ .I N
ER PROPOSED
LINEAL-FEET. / / ` rm r HOUSE azs : GARAGE STAGING,STOCK PILE
3. INFILTRATION TRENCH BOTTOM STORAGE AREA.
SLOPE SHALL BE LEVEL CON WASH OU AREA
r -
4. INFILTRATION TRENCHES SHALL
BE LOCATED AS FOLLOWS: /.
10. LFEET MINIMUM FROM ANY
STRUCTURE FOOTING. 20'SIDE SET ACE —� ''- �-
/ S POSTCON AND DEP���fi
5. FILTER FABRIC SHALL BE PLACED \ / FOR DEPA n-OF ECOLOGY STORMWATER
OVER THE DRAIN ROCK PRIOR TO BMP T5.13
BACKFILLING. / \ N IAPPROx IA EA/LANDSCAPE AREA;2W SF
P ��� W. - - - - - - - - -�,
IMPERVIOUS SURFACE AREAS: ■�•. 50 I 60 70 80 90 100
HOUSE: v s;`c + �2 l — �315 EXISTING WELL
�` 1 W!100'SEPTIC
GARAGE: -,( TO ^ SETBACK ��I 2 l ,b I a( s� UILD SAC 4
PATIOS,WALKS: t h ?(/ r 04-v
NEW IMPERV SURF: 2,212 SF l(J � � EASEMENT
\ -x Xr s�Saa
EXIST DRIVES: \
l Consulting,
360-633-0402
SITE PLAN / STORM WATER PLAN ��, �� SITE PLAN
SCALE: 1"=...V /_a \__ NORTH / C1