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HomeMy WebLinkAboutBLD2014-00265 BUILDING PERMIT APPLICA•N BLD14-00265 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00265 Received Date: 7/25/2014 SITE ADDRESS: 1062 EGG & I RD CHIMACUM, 98325 OWNER: TIMOTHY MANRING PHONE: 1062 EGG AND I RD CHIMACUM WA 98325-9722 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801022013 Section: 2 Township: 28 N Range: 1V1 CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW ADDITION TO OFFICE SPACE IN BARN- INCREASING SQ.FT 576 FOR OFFICE SPACE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 576 VALUATION 90,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: • • Type Amount Paid By: Date: Receipt: Approved/Date Permit $937.00 SRE 07/23/14 151280 Plan Check $609.05 SRE 07/23/14 151280 APPROVED State Building Code $4.50 SRE 07/23/14 151280 Total: $1,550.55 SEP 19 2014 Jefferson County DCD • i.d. . H, MCP AI, N SCALE 1"-200' e, = ' II, OH ADDED CIRCUIT FEET 120' L -4 UG ADDED CIRCUIT FEET 764' 11- SAP#105013234 1 UMAP#2801W008 635439 635438 635437 5 4 4 HX 152440 \ 1 24 SW#9-176 DE#2ACSR --- P-T i EGG & I RD °5411+-- 1 � :: I--;'.. , ,„ ,..J., .,GARDEN ; t n.. : 1-3" EW SV#9-__- ' 1-2" EW SW NEW 1 °' ;��PVC 0 152428 25kVA \ - XING ,.:,,4444411,. 120/ 240V 1 � . 1-2 • WI PVC t. 5 h XING ',' s.j� A U/SH0P , ,.„ . I .4„0 �' LANE I 1 / ., , ‘ 1 ": ' '.i)k,/3 Apr SITE NOTES Pais, ".UJe iQ. , .�.r Al 1 Qid 4�/ Oft$4 ti7`sM, .�: - Iz* �L 4�'33 I III , c�'' 260 , 1 60th: 5-24-AS- - t\,:;r\ �0loal--oil 690` a TIC I 41 l SITE PLAN SC4LE ft-,270' :,4,P/V J h ; �.�_��.� 1 Q V f -.�.t WELL II, iti\)/ i R.FE \\\ ___.k / L.__ .- , , . , . . . , , .6 641 AZ. JEFFERSON COUNTY — DEPT. OF C0MMUF„T':' LFVELOPp i' ^. I I . _ , r - n P .\ ” CRANSTON CONSTRUCTION COMPANY Page 1 of 2 • • Washington State Depar intent of Labor & industries CRANSTON CONSTRUCTION COMPANY Owner or tradesperson 2757 HOLCOMB STREET CRANSTON, RANDY PORT TOWNSEND, WA 98368 360-379-2730 Principals JEFFERSON County CRANSTON, RANDY, PRESIDENT CRANSTON, DIANE RAE, VICE PRESIDENT Doing business as CRANSTON CONSTRUCTION COMPANY WA UBI No. Business type 601 443 129 Corporation License Verify the contractor's active registration/license/certification (depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CRANSCC070J7 Effective—expiration 04/27/1993—04/24/2016 Bond CBIC $12,000.00 Bond account no. SE2350 Received by L&I Effective date 03/01/2002 02/20/2002 Expiration date Until Canceled Insurance Contractors Bonding &Insuranc $1,000,000.00 Policy no. INSSE2350 Received by L&I Effective date 12/12/2013 01/01/2014 Expiration date 01/01/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601443129&LIC=CRANSCC070J7&SAW= 9/22/2014 CRANSTON CONSTRUCTION COMPANY Page 2 of 2 Insurance history • • Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&l Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 849,724-00 Doing business as CRANSTON CONSTRUCTION CO Estimated workers reported Quarter 2 of Year 2014"0"Workers L&I account representative T3/THOMAS BOYLE (360)902-4886-Email: BOYT235 @Ini.wa.gov Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington Access Washington* '�r•C[5i�ta�t �Ytifal atk4`s�"ti[v • li https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601443129&LIC=CRANSCCO.70J7&SAW= 9/22/2014 Parcel Details Page 1 of 2 • Jetterso nt u y ,0:7 771: D 4t\ ' Home ounty Info :� D rtments Search Parcel Number: 801022013 SEARCH Parcel Number: 801022013 Printer Friendly Owner Mailing Address: TIMOTHY A MANRING 1062 EGG AND I RD CHIMACUM WA98325-9722 Site Address: 1062 EGG & I RD CHIMACUM 98325 Section: 2 School District:Chimacum (49) Qtr Section: NW1/4 Fire Dist: Chimacum (1) Township: 28N Tax Status: Taxable Range: 1W Tax Code: 0211 Planning area:South Chimacum/Inland Valleys/Center (6) Sub Division: Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: S2 T28 R1W GOV LOT 4(LESS E1/2) ENLG BY TAX 40(SEC 3) BND TGTH THRU BLA# 99767 Tax,A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel Plats&Surveys Septic Monitoring Info Jefferson ount HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac E EaVE !D; JUL 23 2014 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=801022013 7/23/2014 (41.- . O JEFFERSON RUNTY �__'S, Y\ DEPARTMENT OF COMMUNITY i EVELOPMENT h °; `4 621 Sheridan Street • Port Townsend • Washington 98368 360/379-4450 • 360/379-4451 Fax • 0/ www.co.jefferson.wa.us/commdeveiopment Is, Master Permit Application MLA: Project Description (include separate sh is as necessary): ,'add-bits t.h, - 7 (tc-42, rL� bare /9,99 Tax.Parcel Number: s bJ b 2 0 t 3 Property Size: tre . (acres/yet A Site Address and/or Directions to Property: I C7,.% g I i ._ C-.iNt A4 a_ckA Yr.. i 4 . 5t S 32•5 Property Owner*)of Record:rtww-r-ky A - hn a-rs vt-' Telephone: 31 P:SC"7 —11 7-3- / Fax:,3 D.3 32 b).- b email cl } ai •erb\ Mailing Address: WW1- L.i5 *I A. , C w1 1 1 it i f 75- Applicant/Agent(if different frorh bwner): - Telephone: Fax: email: _ Mailing Address:__ — wivit kind of Permit?(Check each box that applies ❑ Lot or Road Segregation ntuilding ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a), C(d),or Cj** ❑ Manufactured Home .❑ Modular . ❑ Discretionary"D"or Unnamed Use Classification C: Commercial* ❑Special Use(Essential Public Facilities)** Cr Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach_ ❑ Short Plat** filHome Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑Long Plat** . 0 Sign Plarrnea Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre–Application Conference ❑Tree Vegetation Request **Re•uires a Pre-A••lication Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of I his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorneys fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to prow•- - -ss and ri.ht of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any ,fired l-,-r ins •ion-. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the M � time o"i '-r" PIAti• � •ri.r notice. J ' 2�� ( Signa • '�AM�� 1/ Date: 3 —. The action or actio's'ica will undertake as a result of th issuance of this permit may negatively impact upon one or m•re threatened or endangered species and o d lead to a potential"take"of a endangered species as those terms are defined in the federal law known as the "Endangered Species • " -."ESA."Jefferson County ma s no assurances to the applicant that the actions that will be undertaken because this permit has been is •ed wil of violate t•- •.. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)eve,ilkou - - ''• `omplianc•'with the Jefferson County.development code.The Applicant acknowledges that he,she or it holds individual and non- - 42EL a-+• • v-!..=heri t -n• co p ying with the ESA. The Applicant has read this disclaimer and sig�js and dates iLt(elow. '���g� Date: 2' � � 2-22/ Sig . .�-: ��� �' BUILDER STATEMENT • The signer of tnis statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not:icensed contractors and tha: they ..,ill be aslsum e re po ib ty of the Ge,eral Contractor for the proposed project Signature Date: GENERAL CONTRACTuR OR MANUFACTURED Hot_INSTALLER: / F *a_: FAx: ---1--6 ' ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTORS LICENSE 1`-- WAINS t.NUMBER: t c E not LE AY -h - C-s NUMBER ARCHITECT/ENGINEER: 9 L90 1 ,► tO Cj -- --- PHONE �(0 ) 3d� / ; FAx:( ) MAILING ADDRESS: °.T. ' pt- EMAIL Ct tG� i Project Type: ; Frame Type: . Bathrooms: I Shoreline: i Type of Sewage Disposal: New 1 1 Wood Existing: j = Sewer '_ Addition 1 Steel Proposed: Bank ; = Community System . 7 Alteration/Remodel i 2 Concrete Total: R ht Hei g _ Individual System Repair = Masonry — SEP Permit# 0y Demolition Other: Bedrooms: Water Supply: Existing: Setback: Type of Heat: Proposed: �2 Private well I Two Party Total Public Name of System: I If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants, employees, etc) Current Proposed • IBC Occupancy:_. IBC Type of construction: Will you have Food'Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank i Above ground Tank Size of Propane Tank: 1 Heat Stove i Cook Stove i Woodstove I Fireplace Insert i Hot Water Tank i Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Mai Floor Heated EH Bld App Review: .� I vrl 103;52 G1 ' � 2 ' Floor Heated • .C&- - Consistency Review: as ,00 Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check fee: (� vc- Unheated Basement T' State Surcharge fee: sip Other Unheated Pot Water Review fee: I Garage/Carport SUBTOTAL i b Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: I51 ae)C Cash/Check Number: ESTIMATED COST : e - Date: F- 3`y 0 •Fairmarke alue . all labor and maten. dation to finish i i 01000 - 0 CU Initials: I L r5 E.. ' G:\Pe:rnitCenter\###FOR\fS# #\DR)PC)R\rc',r`,,,-,-n,no in F. ...,,,\\r,.,...._n—:. s-1:__..- .- Map Output Page 1 of 1 . • . ArcIMS HTML Viewer Ma• r-� • ' ___ __ — -- . - zjj I x ZitilkTM Legend TOW116 ! i 3 County&rst, * drat Cantos JC Roads a .. ,. m f• ,aa:: r-1 Parcelt4i 2013Ikedal.Pllotas tt ., ., gym FOR INFORMATIONAL PURPOSES ONLY- efferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its ollection. Tue Jul 15 15:24:27 2014 nE0EtIVE r I; JUL 2 3 2014 I JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 7/15/2014 • ______ 4), 1 I ,, f' 7-_-., _..._ if I. �w $ON 0% JEFFERSON COUNTY :; , rzl ��. DEPARTMENT OF COMMUNITY DEVELOPMENT `\ J t lilr rte' O v e 'QTY - ' 621 Sheridan Street • Port Townsend • Washington 98368 rre-7 ,, , 17 DPP'MEV O 360/379-4450 • 360/379-4451 Fax .1'&4ING`S. htt ://www.co.jefferson.wa.us/commdevelo p ment/ p 1 Stormwater Calculation Worksheet ti . M # PROJECT/APPLICANT NAME: t 1 r 1 J1) r` DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify.the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. q PARCEL SIZE(I.E., SITE Size of parcel )91 j acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet gilt) 9'1 t. - sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds, that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern, foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared,graded,filled, Answer the following two questions related to excavated,and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures 5 .,k sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. 43 sq/ft Circle: Yes Well, utilities, etc. 0 sq/ft Does the project convert 2'/2 acres or more of native vegetation to pasture? Driveway, parking, roads, etc. .) sq/ft .� Circle: Yes No Lawn, landscaping, etc. d.,. sq/ft Other compacted surface, etc. C> sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance --) g 54 sq/ft Cut Fill 0 (cu/yd) [over] stormwaler calc worksheet Rev 9-9-2010—REV 9/9/2010 1 • Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, 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. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures (all roof area) j sq/ft t Structures(all roof sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios 6 sq/ft Patios r) sq/ft Solid Decks 0 sq/ft Solid Decks (7) (without infiltration below) (without infiltration below) sq/ft Driveway, parking, roads, etc ? sq/ft Driveway, parking, roads, etc sq/ft Other 0 sq/ft Other 0 sq/ft Total New sq/ft Total Existing / `fc sq/ft TOTAL NEW+TOTAL EXISTING* /5;1'.5/ sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: /• 6. /o 0 Does the site have 35% or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to th- :- 5).f.y kn'vledge. I also certify that this application is being made with the full knowledge and consent of all owne -d°t e - -de e, prope y. ' i{g (LANDO ER 0•AUT 'PRIZED REPRESENTATIVE SIGNATU ) L+ :4/f z 'L (DATE) 1 FOR OFF/CF. E_ONLY SMALL MEDIUM LARGE REDEVELOPMENT .:` StormwaterSite Plan: Yes. No',, stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 DRD 0 r i� BUILDING PERMIT APPLICATION B Review Type: , � Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 9836 PERMIT#: BLD14-00265 Received Date: 7/25/2014 SITE ADDRESS: 1062 EGG & I RD CHIMACUM, 98325 OWNER: TIMOTHY MANRING PHONE: 1062 EGG AND I RD CHIMACUM WA 98325-9722 SUBDIVISION: Block: Lot: PARCEL NUMBER: 801022013 Section: 2 Township: 28 N Range: 1V1 CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NEW ADDITION TO OFFICE SPACE IN BARN- INCREASING SQ.FT 576 FOR OFFICE SPACE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 576 VALUATION 90,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: Exist: Prop: Prop: Total: Total: Routing Date: Type Amount Paid Bv: Date: Receipt: Approved/Date ' Permit $937.00 SRE 07/23/14 151280 Plan Check $609.05 SRE 07/23/14 151280 State Building Code $4.50 SRE 07/23/14 151280 Total: $1,550.55 \\tidemark\data\forms\F_BLD_App_Bld.rpt 7/25/2014 •SON • r `"" 7- % JEFFERSON COUNTY 4\- r� DEPARTMENT OF COMMUNITY_DEVELOPMENT ") 7%.* ' .t . ' 621 Sheridan Street • Port Townsend • Washington 98368 \ 4 360/379-4450 • 3601379-4451 Fax / ,o/ www.co.jefferson.wa.us/commdeveiopmen; BIN • Master Permit Application MLA: Project Description (include separate sh .ets as necessary): elcit TLC` L4 G-z., I 6c.--Q- I,vt_.-- Vc 1—It'` / 9yc/ti Tax Parcel Number: dp I " O7-2, - [' t 3 Property Size: tom'' 444— 5 (acres/sgware-feet), Site Address and/or Directions to Property: Property Owner( )of Record: 1-IAA -1∎: - WI a-r.r'i j Telephone: 36D ,SC-V-- -If' 4- I Fax:,•?�C �-� 32 L.2-6 f email f c3rf�r3ttrt " 1>ti Mailing Address:_1 t."fcs')- r..-....1.-/ * -I- *RA- --%;Lvt-ta-elk c V ' 6— 7 j Applicant/Agent(if different fro wner): Telephone: Fax: email: _ Mailing Address: — Whit kind of Permit? (Check each box that applies ❑Lot or Road Segregation LtBuilding ❑ Critical Areas Stewardship Plan • Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]** ❑ Manufactured Horne .❑ Modular ❑ Discretionary"D"or Unnamed Use Classification 0 Commerc;a;* ❑ Special Use(Essential Public Facilities)** ❑ Cnange of Use ❑ Boundary Line Adjustment ❑ Address_ __❑Road Approach ❑ Short Plat** 53-Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** . ❑ 3iyn ❑ Planned Rural Residential Development(PRRD)lAmenaments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑ Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions** ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑ Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: —'— DESIGNATION OF AGENT I hereby designate to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provid- - ess arid ri•ht of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any -quired I- -r ins 4- ion-. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time o-th- -.4.lica'ee e-o rro,r notice'.' XSigna c+r ' -t` .. v'4-C-'L't,,� ` _ Date: z~3 1,e� 2L)r The action or actio s App ica will undertake as a result of th- issuance of this permit may negatively impact upon one or m're threatened or endangered species and ou d lead to a potential"take"of a endangered species as those terms are defined in the federal law known as the "Endangered Species •. " "ESA."Jefferson County ma -s no assurances to the applicant that the actions that will be undertaken because this permit has been is-+6d wit of violate t,-. '.. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)eve ' ou - ,-omplianc 'with th=Jefferson County,development code.The Applicant acknowledges that he,she or it holds individual and non- + o (cltSii�lt�rr,�r-.':heri r. :n complying with the ESA. The Applicant has read this disclaimer and sig s and dates i .t(elow. �( Sik : S' �"�C/ 1'i,G�> Date: 2 JL � �t7/C<�1 BUILDER STATEMENT I The s■- of '.553 T $ _ of J t r e h. a they are tre 0.'ne•s o-the parce::,2 ocC;1e :rat they ale'10?:i;cLS°d C;C^:t'2C:Cf5 aha 2!'2: they c a,m O 4je respC:Stu of:ne G .erai Contractor the pr000sed pr ;ect Sig na:urE-' Date GENERAL CONTRACT R OR/ MANJFACTURED Hoy S_ - - t 6 1,_) - _ ( ) MAILING ADDRESS: E::, :: CONTRACTOR'S LICENSE WAINS NUMBER: 1 A Y C:h, lt'-.G'�\3 NUMBER �Ctv � tw. �Cv°Fl �� ARCHITECT/ENGINEER: liLp01 kVt t51-1 C)-- PHONE (j(4 ) cc,,,, _ (4.,C 46FAx:( ) MAILING ADDRESS: P. i •W Pr- EMAIL Project Type: t Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: New 2 Wood Existing: i = Sewer ' ._ Addition I. Steel Proposed: Bank = Community System = Alteration/Remodel ' Concrete Total: _ Height: I = Individual S y stem Repair = Masonry I _ . SEP Permit# °C - 1-4 Demolition 2 Other: Bedrooms: j Water Supply: ' Proposed: Setback: Or Private well E Two Party t Type of Heat: 2 Public i I Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: _ Number of occupants(includes owners,tenants, employees, etc) Current Proposed IBC Occupancy:_ IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: 1 Underground Tank 1 Above ground Tank Size of Propane Tank: 1 Heat Stove 1 Cook Stove 1 Woodstove 1 Fireplace Insert i Hot Water Tank i Pellet Stove i Other _ Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all properly lines, buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only Amount Revision Mai Floor Heated Lit' i r -F 41> an ��523-Pt--1EH Bld App Review: 2 ' Floor Heated : ;C. . - Consistency Review: a U(� �� Other Heated Base fee: 9*° .t;) f Mezzanine 1 Additional Section: i , —1 Heated Basement Plan Check fee: ' (:— i I Unheated Basement [ i State Surcharge fee: Other Unheated - •- - ----' - --- I Pot Water Review fee:7 P•1 j Garage/Carport SUBTOTAL Y--- f — Decks 911/Rd Approach fee: Other I I TOTAL: $ 1 i Receipt Number: ` _ Cash/Check Number: 5. I ESTIMATED COST UIREDj_ Date: I— *Fair madre aloe all labor and males 9 dation to finish ! �1 L-1 v ' ' ''',\ Initials: I 50lr I �, r� I �' cob. JEFFERSON COUNTY � ' JUL 2 3 2014 A DEPARTMENT OF COMMUNITY DEVELOPMENT LI JEFFERSON COUNTY j � 621 Sheridan Street • Port Townsend • Washington 98368 i DEPT.OF COMMI;NITY DEVELOPMENT x ING 360/379-4450 • 360/379-4451 Fax http://www.co.jefferson.wa.us/commdevelopment/ Stormwater Calculation Worksheet MLA# PROJECT/APPLICANT NAME: 1 • a-^ 1( DETERMINING STORMWATER MANAGEMENT REQUIREMENTS: This stormwater calculation worksheet should be completed first to classify.the proposal as"small,""medium,"or"large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application, or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. q PARCEL SIZE(I.E.,SITE) Size of parcel 1119 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet g7(. 9/01-. (4- sq/ft Land-disturbing activity is any activity that results in movement of earth, or a change in the existing soil cover(both vegetative and non-vegetative) and/or the existing soil topography. Land disturbing activities include, but are not limited to clearing, grading, filling, excavation, and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species,other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir,western hemlock,western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry, and salal; herbaceous plants such as sword fern,foam flower, and fireweed. LAND DISTURBING ACTIVITY,CONVERSION OF NATIVE VEGETATION,AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded,filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert 3 acres or more of Construction site for structures .5q5.1) sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank,etc. `� sq/ft Circle: Yes Well, utilities,etc. 0 sq/ft Does the project convert 21/2 acres or more of native vegetation to pasture? Driveway, parking,roads, etc. sq/ft f Circle: Yes No Lawn, landscaping, etc. 0 sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance -5145,4 sq/ft Cut Fill 0 (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV 9/9/2010 1 ' , Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops, 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. STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW Q EXISTING Structures(all roof area) 7'O 9 sq/ft Structures(all roof area) /T st�� sq/ft e Sidewalks a sq/ft Sidewalks sq/ft Patios 6 sq/ft Patios in sq/ft Solid Decks v sq/ft Solid Decks (without infiltration below) sq/ft (without infiltration below) Driveway, parking, roads, etc t sq/ft Driveway, parking, roads, etc 0 sq/ft Other c sq/ft Other sq/ft Total New 187 sq/ft Total Existing / 4 0 sq/ft TOTAL NEW+TOTAL EXISTING* /1139 sq/ft *This amount will be used BY STAFF to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 1. 66 /e 0 Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes, the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPs) Packet. Proponents of"medium" projects—those that must meet only Minimum Requirements #1 through #5—and for "large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Stormwater Management Manual. APPLICANT SIGNATURE ■ By signing the Stormwater Calculation Worksheet, I as the applicant/owner attest that the information provided herein is true and correct to th- -; - i cy kr),wledge. I also certify that this application is being made with the full knowledge and consent of all owns cter, prop- . °f�l (LANDO ER O'AUT •RIZED REPRESENTATIVE SIGNATU- ) (DATE) (r " PrOlL* r t_ y k t 4-4t, MO:I �W _.<,ii REDEVEL LIPIVIPN x Stor w ter $1,PI , stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 2 , . .. Ott4 0 .1■11 I ...*1..r.,,,..) • _.....,_ . ..kill P'.. • CI CS9 . * Ill • , i ....... k - rs, . ._...„ .......... .. A' ..... . kAil ■■111:'>. . •C ,o,- ..,...2....... t Lill • fflij 11' . _. .. ■ -. _.., • . /"A, ! ....4... cy,,,. . 73 .... "N) L 7Fir) I' 1 ' 1 1 '-7-' ■ , ! te.'kr' I . 1 ...4 , C ',..1k. , a . V,,.. . \ , . 3 . . 0•04'I ■ . . p 1 /i"otoirl •r%) . 40/ • ) VI W ..4., , g i It°4- 1 , iI s. . Ii ■ ' • .-.),) i--o It.AN ,• iffl 1----- ......-1:=014, .--r-H__ Ic•-, rn ,...7.•) :;;, -,I-- 2 I z-_ r.-4, „-r., 0 N.) -C----"," = CD ---1 i :4,:, E rc,....5) a. ... ."2. ........ 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W�A6U/SHOP V , , • , • ) 0, i,,...,. i L4444 u�v,e I . • .J ;":„.:7....1 1 ''EX14..r a? . r SITE NOTES . <I } I ',{ io6 2-- 9,:9- (-4=-- X00 i G 1 l' 60 i�' t i PTC- sz&se - . d,r-e.4.0,`- v +T..71 x6)1a.L013 690' 1 aT �, I SITE PLAN ; APPROVED ITE PLAN ;' : . -14-alPs ....1 59-4, St) �► SEP 1 2 2014 VVEtL \ SIG r it's t�'6)`n! altitlicivi; :I O 1 ti 4' — — JEFFERSON COUNTY DEPT. OF COMMU T, L vEL Pv:i - . r r ' - II ■ -- U) 0 P3 10 C;)cc S XI 171 o s., / X--X----X---X---X---X--X—IVII—.X--X--- 1 , ■ z E5- \ x \ x N) 1 x x — z o ..., co / I ..ajo■ ...., ••■■ ■■■.....■ mom. =moo ......■ .1=19 ■•■ a■■■■ .6= —i--E. ,, ----MIL 1 '-- X, 1- 1 it.,,,((• t (4_t.fi(:::- -L..,,A MP 1 '' : ' 1 c)). rTi MI 1 4 -o , r- I — (j) --------- (II C' '1/41H5 ‘, \ i• 1/4 Cv r,-,),.. / '---rl i r0 . 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U.) il rn r"-.. rri (.)2 rn .C"--31- 2- 2 . , -1 ( Uront Parcel Review —26 Parcel 801022013 Printed: August 7, 2014 TIMOTHY A MAN RING Site Address(es): 1062 EGG AND I RD 1062 EGG & I RD CHIMACUM,WA 98325 1060 EGG& I RD CHIMACUM,WA 98325 CHIMAC , WA 98325-9722 Parcel Numbe . 01022013 S- -R: 2-28N-1W Total Acreage 20 Legal Description 2 T2 1W GOV LOT 4(LESS E1/2)ENLG BY TAX Land Use: 1100 40(SEC 3)BND TGTH THRU BLA#99767 Flood District: Fire District: 1 Planning Area: 6 Flood Map(FIRM)Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ ] Plot plan states "property line" [ ] Assessor's Map(Property lines on submitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ ] Legal Access to Property YES NO [\.] Parcel Tags or Scanned Documents NO . ,,,,, ,.t., —4 ESA's: Special Reports Nearby YES -f-1. Designated A Y NO T Shoreline Designation: YES : 1" -f Shoreline Slope Stability: YES Stream Type:YES - D FWHCA: YES (NQ Wetlands: YES Rare Plants:YES 1 Seismic: YES cgito Landslide: YES RD Flood: YES Erosion: YES Aquifer Recharge Area:YES SIPZ: - tw,D At Risk High Risk Coastal CMZ: 'on- High Risk Moderate RiskDisconnected CMZ Stormwater site_i,. submitted: Yeses - fJ Forest Land � O Adjoining Forest Lands: Commercial/ Rural/ Inholding Mineral Lands: Y l[� Agricultural Lands: NO A P 1", 2.€ JAL I ;2,0 -f--,3--] Archaeology: YES 'i' -[ No Shooting Zone: YES (i Stormwater: New Impervious Surface 75'1 Land Disturbing Activity c?6 ESA's Stormwater Req's: 'n Req ° Min Req#1 thru#5 Min Req#1 thru#10 Engineering Notice Provisions/Disclosure:Airport YES 6 MRL YES rro Forest Lands YES a 1.---.4 Landscaping Required: Yes b Parking Spaces Required NO 2 Other i--1 Building Height: 35' UBC Standard _ Impervious Surface coverage per ntage: f . '7 h Resource Lands&Public: 10% 1 Residential: 25% Rural Industrial: 101DC Sec 6.7 Rural Commercial: 60% ea of Building Coverage:60%in Rural Industrial only —E-4 Total Building(s) Size: /', f RVC:20,000 SF CC:5,000 SF NC:7,500 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified f---}. Setbacks: Front: _.2a Left Side: C Right Side: S Rear: Shoreline Setback: (V/f LSHA Setback: N/A -�-�, Road Classification: r (51 too(' Road Approach: effsirm9 NOT REQ'D RAP O SEPA Required: YES CZMI15 Flood Certificate: VA, [I Existing Case(s)&Condition(s): Violations: Yes Recorded Date of Subdivision: A AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance Lots/Require Declaration of Restrictive Covenant YES submitted: YES NO `k—]- UGA No Protest Agreement YES "tte,,submitted: YES NO ' —E 4 Site Visit conducted YES I4 _ Require Final Zoning Approval YES ADMIN: Setbacks entered in Permit Plan case N/A New Parcel Tags entered in Permit Plan cffris YES Special Reports Scanned YES INo parcel tags found for parcel Cases Associated with APN 801022013 Review Cases Name Type Status Planner M LA01-00501 BLD01-00551 MLA01-00501 MANRING 1 F J SMITH Application Received: 10/2/2001 Permit Issued/Case closed: 10/19/2001 Case Finaled: 8/15/2002 ADU W/ATTACHED GARAGE M LA03-00220 BLD03-00263 MLA03-00220 MANRING 1 F J SMITH Application Received: 4/25/2003 Permit Issued/Case closed: 5/19/2003 Case Finaled: 7/20/2004 BARN W/OFFICE&BATHROOM MLA04-00100 SUB04-00003 MLA04-00100 MANRING I F Mo-chi Lindblad Application Received: 2/26/2004 Permit Issued/Case closed: 3/19/2004 Case Finaled: 4/14/2004 Boundary Line Adjustment' MLA14-00061 BLD14-00265 MLA14-00061 MANRING P Joel Peterson Application Received: 7/25/2014 Permit Issued/Case closed: Case Finaled: NEW ADDITION TO OF-I-ICE SPACE IN BARN- INCREASING SQ.FT 576 FOR OFFICE SPACE PRE95-00057 MUIR M M GREWELL Application Received: 5/22/1995 Permit Issued/Case closed: 6/22/1995 Case Finaled: 4 lot short plat. PRJ01-00195 HOSFELDT A Application Received: 10/2/2001 Permit Issued/Case closed: Case Finaled: Pre-UDC RAP01-00023 HOSFELDT F Application Received: 2/5/2001 Permit Issued/Case closed: 2/5/2001 Case Finaled: 10/19/2001 Pre-UDC SEP01-00106 MANRING F Application Received: 7/6/2001 Permit Issued/Case closed: 10/8/2001 Case Finaled: 8/13/2002 filed to SEP04-46 NO MLA REQ'D SEP04-00046 MANRING F Application Received: 2/19/2004 Permit Issued/Case closed: 3/8/2004 Case Finaled: 3/28/2007 info from SEP01-106 filed with this case. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/7/2014 Page 2 of 3 SOM01-00106 di MANRING RCD Application Received: 8/13/2002 Permit ed/Case closed: 5/7/2014 Case Fed: 8/13/2002 USR01-00008 MANRING F Application Received: 2/4/2001 Permit Issued/Case closed: 10/9/2001 Case Finaled: 10/9/2001 \\tidemark\data\forms\R_Parcel_CRMLA.rpt 8/7/2014 Page 3 of 3 Map Output • Page 1 of 1 ArcIMS HTML Viewer Map 1 L . \Itl i t M lip M F f � Legend_ 'I 3C Roads g - Parcels-H /fff Wetlands ii---___- — Seismic Hazard a \\ ,,.L., Landslide Hazard _ Stifles thgn Egg I Rd _� U� Moderate --itzt, Sfpht )1 f I+ FENLA FIRMS • ■ A AN I '1 70540 C I Other 8 1 El Erosion Hazard .t Ca St ilk] Rd Critical Aquifer Recharge r a A / Areas • SUSC-UNK 1 n SARPA.SUSC D SARPA I I 1 SARPA.UNK %Lys wcrodedny:c sanCareyCarrr&Saanoa a*s 0 MMINIIII■73211 Wells-Chloride between 10(1 and 244 * 2(.1Clarhrgher FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Fri Sep 12 16:08:19 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.... 9/12/2014 45 ON CO itt °�� JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 9ShI NO-O$ Date: a il Time Received: -7 qv g/pm Mon. Tue. Wed. Ole Fri. Date: 2. -5- BLD: /1,--0210 Contact Name: Owner: Contact Number: 360 :"A")( .23q,c, Address: 196 2- Etoc, y 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling Inspections are required to be called in by 3:00 pm to receive an inspection the next day. Do to staffing issues,at this time,we cannot guarantee that you will receive an inspection the next day. day. Unless you receive a call from us,assume we will arrive on your requested inspection day. You may leave an inspection request 24 hours a day, and Inspections are available from Monday through Friday. We cannot determine the time we will arrive in advance. However, if you call our office the morning of your inspection,around 9:00 a.m.,we can give an estimate of when the inspector will arrive. Our general office phone number is 360 379-4450. An approved set of plans are to be on site with building permit for all inspections. If permit and plans are not on site at time of inspection,a re-inspection fee must be paid prior to re-scheduling another inspection. • If no access, no inspections will be performed,and a re-inspection fee must be paid prior to re-scheduling another inspection. - Inspectors will not access a home that has personal affects inside when the owner is not present. Commercial projects require 24 hour notice for inspection. 4�go-SON CO ti JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT `syrVo,O Date: (z I Time Received: 2 fl am Mon. Tue. AVISP A'-;P Thur. Fri. Date: /Z -f 7 BLD: N-02 'S--- Contact Name: Owner: Contact Number: 360 30/ Z„wo Address: /94, c_ v6 206 Notes: y7 Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Underground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 9461.,�5ON C JEFFERSON COUNTY 1,,,,:v G, DEPARTMENT OF COMMUNITY DEVELOPMENT Date: Time Time Received: e am& Mon. Tue. We Thur. Fri. Date: 12,-- (-6 BLD: )q— 0216✓. Contact Name: Owner: Contact Number: 360 'U ( q0 Address: too, Goo ;{ 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal // , Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor \X Foundation Wall ? Address Posted Block&Tile Ceiling Aso: co -F AAA of JEFFERSON COUNTY j 5s DEPARTMENT OF COMMUNITY DEVELOPMENT �°� Date: (2_—c.-t Time Received: ( a) "C.p as/pm Mon. Tue. Wed. Thur. c Date: ) Z—S' BLD: ,fir af05 Contact Name: Owner: ( Contact Number: 360 3O(237O Address: (0(o'-. 6(2o 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal )x Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block &Tile Ceiling 4cbe-i, JEFFERSON COUNTY { s `, DEPARTMENT OF COMMUNITY DEVELOPMENT Date: if- jyTime Received: 7 'I/ ar pm Tue. Wed. Thur. Fri. Date: //—/7 BLD: /$1-026•5--- Contact Name: Owner: Contact Number: 360 30/ '3?6 Address: /0k.2 ' ,64 z 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear 'X Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 4��45°N JEFFERSON EFFERSON COUNTY Att"--, 0-i, DEPARTMENT OF COMMUNITY DEVELOPMENT 9SHING 5 Date: (Q Time Received: 'a 0 pm Mon. OP Wed. Thur. Fri. Date: V0---2-* BLD: l —,P.- ------ Contact Name: Owner: i t`A t4; Contact Number: 360 rreCi t^4,--3qf V Address: 1 6\67 206 C Notes: (Ct 640...-t ty V Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling 1111111111111111111111111111111111 , a Jefferson County Building Division Permit Number: BLD14-00265 Applicant: MANRING BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Setbacks 7/30/2014 1D—1 2719 Q,,_., Erosion Control 7/30/2014 /0-r 7.-_)If "`"' Foundation Footing 7/30/2014 / 7— Z--r y/,"' Footing Drains 7/30/2014 /,' 3/r i Foundation Stem Wall 7/30/2014 r D-1 L fii f. -f-S? Under Floor Framing 7/30/2014 O, 3 � 1 � --/ j.-- Straps(hold downs) 7/30/2014 Ext.Shear Wall Nailing 7/30/2014 it,.ig_i Framing 7/30/2014 jab];4 c bgl le„,, Blocking 7/30/2014 Airseal 7/30/2014 0/5/rif SCiAlk Insulation:Walls 7/30/2014 Floors 7/30/2014 (/,fa 110114 i Insulation:Ceiling 7/30/2014 /21 c'//j or Int.Shear Wall Nailing 7/30/2014 7 Wallboard Nailing 7/30/2014 1 G• as Line: Interior 7/30/2014 Gas Line:Exterior 7/30/2014 P• ropane Tank 7/30/2014 Pressure Test 7/30/2014 Heat/Chimney Clearance 7/30/2014 Smoke&CO 7/30/2014 9-161 is >C.-- Septic System Finaled lanning Approval a A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION a( b� FINAL INSPECTION UST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • • CONDITIONS for Building Permit# :BLD14-00265 1.) The use of the office space is for a customer reception and meeting area in relation to the sale of horses. The proposal was reviewed under 18.20.030 JCC-Agricultural Activities and Accessory Uses. The zoning is Agriculture Lands 1:20 (AL1:20).The proposal is found to be consistent with 18.20.030 (3)Accessory Uses. 2.) This building approvals on the site already consist of a 2 bedroom primary residence, 2 bedroom ADU and this barn with 2 offices as part of the building permit submitted. The septic system approval is for 840 gallons per day so the septic capacity has not been exceeded. However, this barn and office must not be construed as a separate residence as that would violate the individual well requirements. SEP01-106 is sized for only one single family residence and the Accessory Dwelling Unit. 3.) 10' minimum separation required between the water line and any onsite sewage system components including sewage transport lines. 4.) The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 5.) The site plan as submitted with the building addition application on July 23, 2014 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated September 12, 2014 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 6.) jmp \\tidemark\data\forms\F_BLD_Permit_Bldg.rpt 9/22/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 Received Date: 7/25/2014 PERMIT:N. BLD14-00265 Issue Date 9/22/2014 SITE ADDSS: 1062 EGG & I RD Expiration Date 9/22/2015 CHIMACUM, 98325 OWNER: TIMOTHY A MANRING PHONE:1062 EGG AND I RD SUBDIVIS Block: Lot: PARCEL NUMBER: 801022013 Section: 2 Township: 28 N Range: 1V1 CONTRACTOR: CRANSTON CONSTRUCTION PHONE: 379-2730 2757 HOLCOMB ST PORT TOWNSEND WA 98368 Contractor's License CRANSCC070J7 Expires 4/24/2016 PROJECT DESCRIPTION: NEW ADDITION TO OFFICE SPACE IN BARN- INCREASING SQ.FT 576 FOR OFFICE SPACE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 576 VALUATION 90,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: R-2 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: SHORELINE: CONST TYPE: 5N GARAGE: SETBACK: CONST TYPE: DECK: BANK HEIGHT: SEWAGE DISPOSAL: ALT Type Amount Paid By: Date: Receipt: WATER SYSTEM: 1PWELL Permit $937.00 SRE 07/23/14 151280 BEDROOMS: BATHROOMS: Plan Check $609.05 SRE 07/23/14 151280 Exist: Exist: 0 Prop: Prop: State Building Code $4.50 SRE 07/23/14 151280 Total: Total: Total: $1,550.55 Directions to Site: 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. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am -4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY SPECIAL CONDITIONS APPLY-SEE ATTATCHED • .>K. r-ut , orp,,, . i • f N SCALE 1"=200' h. OH ADDED CIRCUIT FEET 120' --4--- UG ADDED CIRCUIT FEET 764' SAP#1050 13234 UMAP#2801W008 635439 635438 635437 15 404 1 24 3 SW#9-176 HX 152440 \ - AI - -------9-41k—EGG & I RD 1 1 ne,., ...- ;-- ci„ 1 it ;;:--•-• \-/ /. . • 1 GARDEN ' ' ' • / @ / -i- " 4,„ EV S4/#9-___ 1 . • 0 1... 1-2" U1635433 NEV ., PVC 6 152428 25kVA _ : ■ • XING .:, .- , id1A14%,.. 120/ 240V ._t• . 1-2" i r--) .&.4. . . . I et, -"-', ,.AU/SHOP 111 /.. . • • • - -- ; ---,. T.L. . I - _------• i4,44 -maz z.,/,v,e . • , 11 . . , • \I. . . ,.../ ,, i::.,•.:!.; : ,-:,.....„,.11,1 : , ...ix/4n a •.. ,v SITE NOTES Paw' •:-ea, _ a' , ‘• t - 11 4.5-eAroNix0,9 - )5t.o. €_;g,- ,..s,40 i . ; I ! _ . l-iec .N ' . • /06 f,7 '- --- 260' . , "Ae.a.:.: —674:314g- - -i•,i . 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O o ' '. vJ :: A ' 0 -/ kl=� 2 ,/ k0 I.• , ,,(,)ill .n ^1 0 ' O ` J o --'''' _ 2 r 0[ -, (� n � � , f It. !10 �•O I N% I a 'V 0[[ S ii 3anisdd 1 2 -<�j S33a1 i o r---. , A - 1 -„-_._, ,_rr, ,., ,,I 1 Do.,....... .. rn II k O I I rn zz oo. < �_ I X �o � Q Z y � a z I I I-- 0 ° °N a r- j � , 0 2 0 �> 0y V 2 I S33?Jl R R. 3an1SNd r sr iT'<i�.._ c � 1 '< " cn a 2 2� r i 2 "' v° A) �' X02 i� F-17 do z ma2� 20� N RFSipFO4, "'� -, i1V o -ten �Z� �`'~iNCF .�cOi 2~ bOO I p TG yr=0 0 �A a C2 i" .8 ri IN,,,,„l 1 .......„- ____ ___ ___ • • . , ________ __„/ _____ ,...... / 1 _____________-- ___ 0° _,-.- .---- x x x x ______\ .._.._ — (0 m tn P - .....- -- _---)1,---- 4/ / I I r- o oz.)0 11•111 MINIM 1\ =Mb Q " �I a 1n 11 h i°i im A 7m... ce � ' x R o CO H H m\.. m N k,�j�� H P .' +,• .. V/ f7D\per ��IHy '` H a 1►♦ cn 1(b�« r�O\ .v.::,5,-. •A a , F 0) c..) ,..• ail IN\---"mm . .? , Standard Conditions for Residential Development in Jefferson County 1. LIGHTING: Lighting fixtures shall be designed and hooded to prevent the light source from being directly visible from outside the boundaries of the property. The intensity or brightness of all lighting, during construction and after project completion shall not adversely affect the use of surrounding properties or adjoining rights-of-way. Exterior lighting for residential uses shall not exceed twenty feet (20') in height from the finished grade; excepting when such lighting is an integral part of a building or structure. Ground level lighting is encouraged. 2. BUILDING HEIGHT: The building height is not to exceed 35 feet. 3. OUTDOOR STORAGE: Outdoor residential storage shall be maintained in an orderly manner and shall create no fire, safety, health or sanitary hazard. 4. UNLICENSED VEHICLES: Not more than 2 unlicensed vehicles shall be stored on any lot 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 Chapter 18.30 JCC. Outdoor storage of 3 or more junk motor 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 or Chapter 18.18 JCC, and such storage shall meet the requirements of JCC 18.20.100, Automobile wrecking yards and junk (or salvage) yards. In no case, shall any such junk motor vehicles be stored in a critical area. 5. PARKING: A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 6. This permit has been reviewed consistent with JCC 18.40.130 & 140. Notice: this permit does not excuse the applicant from complying with other local, state and federal ordinances, regulations or statues, applicable to the proposed development, but consistent with RCW 90.58. Future development beyond that specified in this permit shall require further review. 7. BMPs: The project shall adhere to the Best Management Practices (BMPs)to control stormwater, erosion and sediment during construction. BMPs shall address permanent measures to stabilize soil exposed during construction, and in the design and operation of stormwater and drainage control systems. 8. NOTICE: This permit does not excuse the proponent from complying with other local, state, and federal ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90.58. Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified Development Code. If during excavation or development of the site an area of potential archaeological significance is uncovered, all activity in the immediate area shall be halted, and the Administrator shall be notified at once. The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000. Under the ESA, any person may bring lawsuit against any individual or agency that "takes" listed species (defined as causing harm, harassing, or damaging habitat for the listed species). In addition, the National Marine 2013-03-07_SFR_StdConditions 3/7/2013 1 • lS.^:er ieS Service can levy penalties. Portions Oi Jefferson County, i1Ciudlno marine watp,. r5, are I ncluded as critical habitat for a listed species. Development of property along any marine shoreline, freshw2ter shoreline, or floodplains could harm habitat if protective measures are not taken. To minimize the potential to damage habitat; all property owners developing adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following: All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwaterfrom buildings and driveways onsite through drywells rather than discharging directly into surface waters or roadside ditches The Federal Bald and Golden Eagle Protection Act requires landowners within 660 feet (1/8th of a mile) of an eagle nest to consult with the US Fish and Wildlife Service. This Eagle Act prohibits anyone from "taking" bald eagles. This federal law defines the term "take" and describes the possible legal consequences when a "take" occurs. Among other actions, "take" includes a disturbance of bald eagles or their habitat. Under federal law a permit may still be required for activities that impact bald eagles or their habitat. Contact the US Fish and Wildlife Service (http://www.fws.gov/pacifc/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", even if you are in compliance with Jefferson County development codes. The risk of a lawsuit against you can be reduced by consulting with a professional fisheries habitat biologist, and following the recommendations for site development provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06_SFR_StdConditions 9/6/2013 2 • • 2.5 Minimum Requirements the minimum imum rcce__e.--e---s for s;u_pn a e,neat at development and redevelopment ment Section 7.4 shoi,id. be consulted to Bete nine which requirements apply to any given p' ytoje:,- Figures 2.4.1 and 2.4.2 should be consulted to determine whether the minimum requirements apply to new surfaces, replaced surfaces, or new and replaced surfaces. Volumes II through V of this manual present Best Management Practices (BMPs) for use in meeting the Minimum Requirements. Throughout this chapter, requirements are written in bold and supplemental guidelines that serve as advice and other materials are not in bold. 2.5.1 Minimum Requirement #1: Preparation of Stormwater Site Plans All projects meeting the thresholds in Section 2.4 shall prepare a Stormwater Site Plan for local government review. Stormwater Site Plans shall use site-appropriate development principles, as required and encouraged by local development codes, to retain native vegetation and minimize impervious surfaces to the extent feasible. Stormwater Site Plans shall be prepared in accordance with Chapter 3 of this volume. Objective The 2,000 square feet threshold for hard surfaces and 7,000 square foot threshold for land disturbance are chosen to capture most single family home construction and their equivalent. Note that the scope of the stormwater site plan only covers compliance with Minimum Requirements #2 through#5 if the thresholds of 5,000 square feet of hard surface or conversion of i% acre of vegetation to lawn or landscape, or conversion of 2.5 acres of vegetation to pasture are not exceeded. Supplemental guidelines Projects proposed by departments and agencies within the local government with jurisdiction must comply with this requirement. The local government shall determine the process for ensuring proper project review, inspection, and compliance by its own departments and agencies. y!,,l.;i;: i -.�ti�t...Ui�.... .2C,�...�.i' eL'u remen s—A,!gm! 2012 2-16 • • r t 2.5.2 Minimum Requirement #2: Construction Stormwater Pollution Prevention (SWPP) Thresholds All new development and redevelopment projects are responsible for preventing erosion and discharge of sediment and other pollutants into receiving waters. Projects which result in 2,000 square feet or more of new plus replaced hard surface area, or which disturb 7,000 square feet or more of land must prepare a Construction SWPP Plan (SWPPP) as part of the Stormwater Site Plan (see Section 2.5.1). Projects that result in less than 2,000 square feet of new plus replaced hard surface area, or disturb less than 7,000 square feet of land are not required to prepare a Construction SWPPP, but must consider all of the 13 Elements of Construction Stormwater Pollution Prevention and develop controls for all elements that pertain to the project site. General Requirements The SWPPP shall include a narrative and drawings. All BMPs shall be clearly referenced in the narrative and marked on the drawings. The SWPPP narrative shall include documentation to explain and justify the pollution prevention decisions made for the project. Each of the 13 elements must be considered and included in the Construction SWPPP unless site conditions render the element unnecessary and the exemption from that element is clearly justified in the narrative of the SWPPP. Clearing and grading activities for developments shall be permitted only if conducted pursuant to an approved site development plan (e.g., subdivision approval) that establishes permitted areas of clearing, grading, cutting, and filling. These permitted clearing and grading areas and any other areas required to preserve critical or sensitive areas,buffers,native growth protection easements, or tree retention areas shall be delineated on the site plans and the development site. The SWPPP shall be implemented beginning with initial land disturbance and until final stabilization. Sediment and Erosion control BMPs shall be consistent with the BMPs contained in chapters 3 and 4 of Volume II. Seasonal Work Limitations - From October 1 through April 30, clearing, grading, and other soil disturbing activities shall only be permitted if shown to the satisfaction of the local permitting authority that silt-laden runoff will be prevented 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. yeliune 11..1 c.. M Te iui cal i, e71s .1rr L?s! 2012 24 • • 2. Limitations on activities and the extent of disturbed areas. Proposed erosion and sediment control measures. The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs. 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 one hundred percent infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. Project Requirements - Construction SWPPP Elements 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 practicable. Element 2: Establish Construction Access • • Limit construction vehicle access and exit to one route, if possible. • Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs, to minimize tracking of sediment onto public 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 (for example, during 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. volume 1—Mininntin 1 ec>iicat Reo_ irementc—Angast 2012 2-13 • • • Control street wash wastewater- by pumping back on-site. or otherwise prevent it from discharging into systems tributary to waters of the State. 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 improvements (e.g. impervious surfaces). • If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. 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. • Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BIM, 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 141. • 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. • 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. e - '7kchnical I?eU i AilgList 2012 _-1''9 • • Element 5: Stabilize Soils • Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. ApplicableBMPs include, hut are not limited to: temporary and permanent seeding, sodding,mulching, plastic covering, erosion control fabrics and matting, soil application of polyacrylamide (P iM), 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: • During the dry season (May 1 - Sept. 30): 7 days • During the wet season (October 1 -April 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, protected with sediment trapping measures, and where possible, be 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. 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 (for example, 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 slope drains or protected channels to prevent erosion. • Temporary pipe slope drains must handle the peak 10-minute velocity of flow from a Type 1A, 10-year, 24-hour frequency Volume. -Mi%7_.ni777 Technical Requireme). ,, —A,igi(s 2012 2-20 • • storm for the developed condition. Alternatively, the 10-'tear and 1-hour flow rate predicted 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 (WW}JM) to predict flows, bare soil areas should be modeled as "landscaped" area. • Place excavated material on the uphill side of trenches, consistent with safety and space considerations. • Place check dams at regular intervals within constructed channels that are cut down a slope. Element 7: Protect Drain Inlets • Protect all storm drain inlets made operable during construction so that stormwater runoff shall 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). Element 8: Stabilize Channels and Outlets • Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: • Channels must handle the peak 10-minute velocity of flow from a Type 1A, 10- year, 2.4-hour frequency storm for the developed condition. Alternatively, the 10-year, 1-hour flow rate 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 (WWHI'T) to predict flows, bare soil areas should be modeled as "landscaped area. • Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent stream banks, slopes and downstream reaches at the outlets of all conveyance sy=stems. VGiud7c i—_ ._.?i i%SLi?.ii. Te.,-hi3'c'a. Red' .ii"ements— 20j 2-21 • • Element 9: Control Pollutants • 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 take 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 application, or to the sanitary sewer, with local sewer district approval. • 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 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. 1 olitme I-- lii?i 'a.n . Technical he ni;-emenl -Angnst 2012 • • • Obtain written approval from Ecology before using chemical treatment other than CO2 or dry ice to adjust pH. Element 10: Control De-Watering • Discharge foundation, vault, and trench de-watering water, which has similar characteristics 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 18, provided the de- watering flow does not cause erosion or flooding of receiving waters. 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 otherwise 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. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. 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. _f '71 >erhnice!Recmii e17 nts _ALf.vs 01 i • • Element 12: Manage The Project • Phase development projects to the maximum degree practicable and take into account seasonal work limitations. • Inspection and monitoring—Inspect, maintain and repair all BMPs as needed to assure continued performance of their intended function. Projects regulated under the Construction Stormwater General Permit must conduct site inspections and monitoring in accordance with Special Condition S4 of the Construction Stormwater General Permit. • Maintaining an updated construction SWPPP—Maintain, update, and implement the SWPPP. • Projects that disturb one or more acres must have site inspections conducted by a Certified Erosion and Sediment Control Lead (CESCL). Project sites disturbing less than one acre may have a CESCL or a person without CESCL certification conduct inspections. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who must be'present on-site or on-call at all times. • The CESCL or inspector(project sites less than one acre) must have the skills to assess the: . Site conditions and construction activities that could impact the quality of stoimwater. • Effectiveness of erosion and sediment control measures used to control the quality of stormwater discharges. The CESCL or inspector must examine stoimwater visually for the presence of suspended sediment, turbidity, discoloration, and oil sheen. They must evaluate the effectiveness of BMPs and deter urine if it is necessary to install, maintain, or repair BMPs to improve the quality of stoLULwater discharges. Based on the results of the inspection, construction site operators must correct the problems identified by: . Reviewing the SWPPP for compliance with the 13 construction SWPPP elements and making appropriate revisions within 7 days of the inspection. • Immediately beginning the process of fully implementing and maintaining appropriate source control and/or treatment BMPs as soon as possible, addressing the problems not later than within 10 days of the inspection. If installation of necessary treatment BMPs is not feasible within 10 days, the construction site operator ate_ may reouest an extension within the initial I 0-Gay response period. o.,. .ie- -.'--._'?7 1%7? Technical Re!'tireme,`s an_C' 2012 24 • • • • ,. r - l - than 1 acre). • The CESCL or inspector mu ' pec. all areas distIrbed by construction activities, all B and all storn-rwater d .u r' as lea one el' calendar wee> and within 24 hours from the site. (For purposes of this condition, individual., 1nd1.111a t.ibCiCai p-a events that last more than one da_v' do not require daily inspections.event more �Y _n_ coons. For example if a storm ater and discharges �' continuously over the course of a week, only one inspection is required that week.) The CESCL or inspector may reduce the inspection frequency for temporary stabilized, inactive sites to once every calendar month. Element 13: Protect Low Impact Development BMPs • Protect all Bioretention and Rain Garden BMPs from sedimentation through installation and maintenance of erosion and sediment control BMPs on portions of the site that drain into the Bioretention and/or Rain Garden BMPs. Restore the BMPs to their fully functioning condition if they accumulate sediment during construction. Restoring the BMP must include removal of sediment and any sediment-laden Bioretention/rain garden soils, and replacing the removed soils with soils meeting the design specification. • Prevent compacting Bioretention and rain garden BMPs by excluding construction equipment and foot traffic. Protect completed lawn and landscaped areas from compaction due to construction equipment. • Control erosion and avoid introducing sediment from surrounding land uses onto permeable pavements. Do not allow muddy construction equipment on the base material or pavement.Do not allow sediment-laden runoff onto permeable pavements or base materials. • Pavement fouled with sediments or no longer passing an initial infiltration test must be cleaned using procedures in accordance with this manual or the manufacturer's procedures. • Keep all heavy equipment off existing soils under LID facilities that have been excavated to final grade to retain the infiltration rate of the soils. a n;(.,?e!—Min% ''- Ref] _ 'J gus 201 2 Design Criteria for Splashblocks A C3 downspout splashblock is shown Figure. T-, general,�. � � . �,••,r_i:l r �u... 3.1.7. In �cnerai, �z the ground is sloped away from the foundation and there is adequate " vegetation and area for effective dispersion, splashblocks will adequately disperse stoini runoff. If the ground is fairly level, if the Structure s lit:., nc� de L•_ . a basement, or if foundation drains are proposed, splashblocks with downspout extensions may be a better choice because the discharge point is mo.tiTed.away from the foundation. Downspout extensions can include piping to a splashblockidischarge point a considerable distance from the downspout, as long as the runoff can travel through a well-vegetated area as described below. The following apply to the use of splashblocks: 1_ Maintain a vegetated flowpath of at least 50 feet between the discharge point and any property line, structure, slope steeper than 15%, stream, wetland,lake, or other impervious surface. Sensitive area buffers may count toward flowpath lengths. 2. A maximum of 700 square feet of roof area may drain to each splashblock. 3. For purposes of maintaining adequate separation of flows discharged from adjacent dispersion devices, the vegetated flowpath segment for the splashblock must not overlap with other flowpath segments, except those associated with sheet flow from a non-native pervious surface_ 4. Place a splashblock or a pad of crushed rock(2 feet wide by 3 feet long by 6 inches deep) at each downspout discharge point. 5. No erosion or flooding of downstream properties may result. 6. Have a geotechnical engineer or a licensed geologist, hydrogeologist, or engineering geologist evaluate runoff discharged towards landslide hazard areas. Do not place Splashblocks on or above slopes greater than 15% or above erosion hazard areas without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and approval by the Local Plan Approval Authority. 7. For sites with septic systems, the discharge point must be downslope of the primary and reserve drainfield areas. This requirement may be waived if site topography clearly prohibits flows from intersecting the drainfield or where site conditions (soil permeability, distance betwPen s"ste i.s, etc) indicate that this is unnecessary. vCl✓I ? —Hydrologic Analysis and Flaw C0771?-0 1 BMPS-nLSgl!Si 2012 3-15 :1---- ilr_______________--____________11_ .-. ii house il il !I ,i 1 1 il downsoout serves up to t,,,,4 I::::::::::::::1 :1 ill 700 sf. Of roof 11 II 11 i I I I 11 I;;;::::::•;;:j II 50mn. I ' 1 ll 1 . 1 . Vegetated i ll flow path II Is I ri , 1 1 li I l 1 1,--- Splash il block I 1 li . II -._.._.... Downspout extension II I NTS 1 i ,,-- Splash ., ,, block I ■ ',..,._1 _-----------'-- 11 Figure 3.1.7 -Typical Downspout Splashblock Dispersion 1. -------. 1 I , 1 Tic ivn e III—Hydrolog:c..4palyszs and Figyv Coon-of BA/Ps—August 2012 3-161