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BLD2013-00067
BUILDING PERMIT APPLICION MLA13-00037 Review Type:: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD13-00067 Received Date: 2/25/2013 SITE ADDRESS: 153 MARINA DR PORT TOWNSEND, 98368 OWNER: FRANKLIN H HAZLEHURST PHONE: PAMELA BEKINS 153 MARINA DR PORT TOWNSEND WA 983689423 CAPE GEORGE COLONY DIV 6 SUBDIVISION: Block: 13 Lot: 7 PARCEL NUMBER: 939301305 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI ADDITION TO EXISTING RESIDENCE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 973 VALUATION 375,000.00 ADD'L: 1,052 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: 866 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 66 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 1 Exist: 2 Prop: 1 Prop: 2 Total: 2 Total: 4 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,533.75 CJZ 02/25/13 140032 APPROVED Plan Check $1,646.94 CJZ 02/25/13 140032 Potable Water Application $66.00 CJZ 02/25/13 140032 JUN 2 4 2013 State Building Code $4.50 CJZ 02/25/13 140032 Total: $4,251.19 Jefferson County DCD 1 r' t046,5°N C JEFFERSf COUNTY 4 4" DEPARTMENT OF COMMUNITY DEVELOPMENT I 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax p www.co.jefferson.wa.us/commdevelopment BINc Master Permit Application MLA: Project 1) \51 1 kNi Tax Parcel Number: q 39?j O l g©s Property Size: 16 A-Z s- (acres/square feet) Site Address and/or Directions to Property: 155 IA���NA ����, i o�T �v•_)rS wA Property Owner(s)of Record: F. E-Idot .y►r t_-ro (—I Ft 1J ; ✓r) S_ Telephone:CZO) 2136- `Fcr7 Fax: (2ex.)342-349 email:14.aMie4tn3 -1a VOLGA u• CO--- Mailing Address: 21 Z l "1- 1Z ( A'I . t1 I.802. S e":41vttL& 8 12 Applicant/Agent(if different from owner): '0-- Telephone: f-00-4V-1-1-( ' - - ' Fax: email:e-) e.14i m ►e--r- --6 OC7'C."'~` Mailing Address: 4i I(o . � — 3 - )k I What kind of Permit?(Check each box that applies ❑ Lot or Road Segregation Building ❑Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) El Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home .❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑Road Approach_ ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** 1N3Wd013A30 A1IN11WWO3 JO 1d3O ❑ Propane ❑ Long Plat** AJNf103 NOS83.113f ❑Sign ❑Planned kurai Reside ti- ••ve opmen --RD) menu e s ** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteratio ❑Stormwater Management ❑Shoreline Master Pro• . " em. Per it 9c rions'`= ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Manageme 1l tant- r eVelopment* * v ❑Temporary Use ❑Shoreline Manageme t - 1 nce ❑Wireless Telecommunication* ❑Comprehensive Plan/ it �,� •1 .,� .. . ••- ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Sho r,a =h ftt,•i r.Ar"t!.rn *May require a Pre—Application Conference ❑Tree Vegetation Requ **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 "<iG'S" o act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE /r7`�1 r/74 Date: By signing this application form,the owner/agent attests th- he information provide• 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 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 provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any require. later inspections. Staffs -ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the -pplicaty hat he or sit} a • ', %ice. Signature: i—r=`.. AKA Date: , / / tf./ / 2 The action or actions Applicant will undertake as a result of the issuance of his permit may negatively impact upon one or more threatened or endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if yo -re in compliance with e Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non- - , ' responsib' y ng to • complying with the ESA. The Applicant has read this disclaimer and signs and dates it below. Signature:—d Date: 2//•t «. The signer of this statement does hereby certify that ey are the Owners of the parcel referenced herein,that they are not licensed they will be ass • • • the res,onsi■i• o - ner I Contractor for the proposed project, GENERAL CONT--• :- OR MANUFACTURED HOME INSTALLER: P ONE: FAX: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New R Wood Existing: 1 5 ❑ Sewer X Addition Li Steel Proposed: I., 4' . Bank, ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: A,25 Height: 'S Individual System ❑ Repair 1:1 Masonry SEP Permit# tea- (d� ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: 1 Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: I '*Public Total: 2 Name of System:CP.13e �c Coi oNY IPU150c w4= K.5/h. 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 It 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: i Heat Stove I Cook Stove i Woodstoue i Fireplace Insert I Hot Water Tank i Pellet Stove I Other Is this appliance being installed in a Maufactured/Mobile Home? Yes / No , _ When applying for a permit to installa 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 [ urrent Proposed F .rl fice�U�e flay. Amour t i ev«o Main Floor Heated l7`') EH Bld App •Review: in 8 o o , 1--3 10.5 oloct 2` Floor Heated ©52 (` i� Consistency Review: a2 po Other Heated Base fee: a 53 3.15 Mezzanine O 0 s, �.t, x ,n 5 3a Heated Basement ( Plan Check fee: Unheated Basement h, State Surcharge fee: Other Unheated" - Pot Water Review fee 616 6 Garage/Carport SUBTOTAL , 03 ' I Decks 259 tb 410) 911/Rd Approach fee: Et- Other i TOTAL: $ poci •►q Receipt Number: (4co31 �O �� Cash/0 umber: t aocl ESTIMAT 0 a - ' "ED) 1 Date: a-a5_hj .Fair •a rket value of all labor and m: : "-Is foundation to finish ab5qt O� Initials: Gr")/C • I. APPROVED STOR iWATER - JUL '3 1 2013 ,; 47',,T'e JEFFE. .+. COUNTY p if chs� `cif: •� �® or�rrr 0( ! , „ ,•„. ; ,,,,, .,,,„,,7,,istiir. ,,, i Reserve i Drainfield i ti i , •1 -'=--=--- - ' ' -------__ Existing i Proposed Additional''••,, . ``--- —h______________ ' D-Box p ___________________ Monitonng Ports _ ' Infiltration Trench I Existing 30 SF x 2'deep Proposed 1'Deep i Proposed 4"PVC Drainfield Existing ' zs' j %Tightline to Additional g >-20 »0 2'Wide Gravel 56'x6' Bed Infiltration Trench Septic Tank�� Overflow Channel sloped as needed Gate I long sweep wyes 30' Top-of-Slope �N Existing Gravel i 20SF:•-:.'� ----- Driveway ` Proposed ,Y 0 X10 ---------- Eaves ```� Vaul 300 SF `: 1 :1■111 ' _______1 I Existing Asphalt alt 1 1 Type 1 1 Proposed 1 \\Catch - _- - Existing 1 ',,Basin Proposed 3'Deep - - Addition 1 Pervious 580 1 Percolation 6'x12'Infiltration Bed 1 Deck SF Test Hole 15' 1 '':400 SF `: Existing Horizontal Driveway E orizo__ Area of , \ 00 Existing--- - 0 +Dwelling Existing Existing g� — Dwelling Eave c0 cP S \oce S7 0 O Existing Downspout(1 of 4) Parcel Boundary Revision 1 Construction Notes on Proposed Additional Infiltration Trench; 1. Contact designer prior to excavation,to stake-out additional infiltration trench. 2. Northwestern downspouts of the new addition (currently under construction) will O�\ discharge into a 4.inch PVC tight-line plumbed to the proposed additional infiltration No trench,as shown. Stormwater Pipelines 3. Both ends of this pipeline shall daylight, allowing servicing. 4. The pipe inlet shall i be screened or be equipped with suitable solids filtration. Solid Pipe i 5. The pipe effluent will discharge above-grade onto a gravel infiltration bed of about Perforated Pipe 30 SDF approximately ft deep,filled with large clean drain rock(>2")to-grade. 6. Designer will prepare and submit Engineering As-Builts to document the actual configuration. 0 25 50 75 100 Ft Drawn by Everett A.Sorensen, P.E. Streamline Environmental, Inc. Sheet 1 of 5 (Revised) 715 Grant Street; Port Townsend 98368-2405 Site Plan with Proposed 360-821-9960;everett@streamlineenv.com Project Number 130301 Downspout Infiltration Bed March 7,2013 Hazelhurst Property Revised July 30,2013 153 Marina Drive Revisions in Red Port Townsend, WA 98368 STREAA/fLNNE Parcel Number 939301305 ENVIRONMENTAL MLA13-37, BLD13-67 h r w LI/V-1-1 �� —1 =7 = (ORD„ , V EG I /IR ET f *Jj /7/CH W . cog ' TR gto W a1 41 '0 GI 1- W 01 r r- 1— (-p. _ .p �v_ 70 C , O O f.-► (J7 �IWp Vr- .4 --1_ OTT ' � ND c� = nom Xrn G) `�+ ? Ooorn rno oz w o u� '-' cn C 0333 �n3 T n O � mQ 3S` zrn � 70 F, O rnz rn orn � O ° � � z � P o '° aCbm 07 _ .-0 x, worm. •-z_{0rn O rn O 0 o 73 x 01 o. pc -v 0 r- z � z Toy n v — 0 zr" zm n O a CO Z 0• n77rn) > � � 0 co M CD _- _ Sr rn --M-73-__. _ _ rn• D - -- 70 0 0 D 1'7"1 __ " ". , \ ,0000,.0. 00,00.,,0001. -41111111111.11 . 81\ YA Ir- -4101.111.11. - -- Yel"\\ \A\ \ ° * V i' ' u ` '\-.0.P-',"*few---orn------- ",._ ■4-41 .. k* ' .g -Ait1..--i l.,l,, ,i, f •G ter . `!`w ,1 `\t, 1 , i,:o ,--Ninirit 1/ . ip .\. 001 1 Itt 443tikk ..*'‘ ■ IS .-- - Itt, -A V-woykt i . ea ket4vr, ‘_0,7748,1t, 1 • ... 011.}litsx ,,,t.: .% „ IP"-1.-0.-- 111,._-.... 111 ol ,I, ,. 1011„.4011111, --1 ;z \\,ktilisrki1/4110- vr* tiroLA i 'Ile 011110k74-. 747fflatt‘ 1 k ;I■ k Go ..,. '14 it, 044w, 1 Emnamill , *4 2 2/ 4a ?pi! E,,-__=-=-EMEWFU ii' g : , .. VIP ....,_.....7-.-_-1.=-4 -1.--.F..... 4," h' t .7 --------- -F_--.-.7,=::-.--,,a7=-•7..'' '' .. 44: / / V -r „ ':÷Z.—=-=-_---- -.Fiff:".=.-Mit- t it t 4-tria lia KC tri r, V. u / / ' ‘. 46\iga.------ -g-F.-,74S!--.4kr ' / 1 F1 frA441 a mit ri t 4111 co' 11.: ' / ! ;it.,:k.; :P, 11414 _ lir G... Pi,r '•I ��'.1, /00,40111/ 4,4,,,t �_i (`;P _ _ F I o �� / o •• CO 1 '' I T1 if if / 0 ra � cgsON o6. JEFFERSON COUNTY E C LL O V E 3 DEPARTMENT OF COMMUNITY DEVELOPMENT n ; f 621 Sheridan Street • Port Townsend •Washington 98368 - ( j� O 360/379-4450 • 360/379-4451 Fax JEFFERSON COUNTY �YS NC`� http://www.co.jefferson.wa.us/commdevelopment/ DEPT.OF COMMUNITY DEVELOPMENT Stormwater Calculation Worksheet Ai'i'U CPst,c-r e Li m t 4 MLA# PROJECT/APPLICANT NAME: �`�I/ LSTIE) �S 1 L1: 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. PARCEL SIZE(I.E.,SITE) Size of parcel 0• J�- acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet I rot 2i'Z 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/a acres or more of Construction site for structures 2-Z- 2O sq/ft native vegetation to lawn or landscaped areas? Drainfield, septic tank, etc. V t5T1 ' ' sq/ft Circle: Yes No Well, utilities,etc. N"-T1 v sq/ft Does the project convert 2'A acres or more of native vegetation to pasture? Driveway, parking,roads,etc. sq/ft Circle: Yes No Lawn, landscaping, etc. NJP sq/ft Other compacted surface, etc. NIA sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut I OC-y Fill I'li■ (cu/yd) [over] stormwater calc worksheet Rev 9-9-2010—REV.9/9/2010 1 • S 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) I iv 0 sq/ft Structures(all roof area) 100-4- sq/ft Sidewalks 0 sq/ft Sidewalks sq/ft Patios(c1tc ccr 'pCS2c-N4) 51G sq/ft Patios sq/ft Solid Decks . sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc 0 sq/ft Driveway, parking, roads, etc i Z 9• - sq/ft Other sq/ft Other 7 sq/ft Total New [cSc D sq/ft Total Existing "7.4 0 4 sq/ft TOTAL NEW+TOTAL EXISTING* 59 Gj.. 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: I Does the site have 35%or more of existing impervious surface? Circle: Yes CIO 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 the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. ( ,.DOV R r,R AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE 01:971947n*,.;:-: y, v e -: ivy %}as�� �s�R�'ceAi 0 , �z ''#ma *� ' ,, `,�r f� a`F Y "�`ka�x3:+; a y✓ s s-f„ . -. `� t= Rz.�- s'i . _ , ,,a.e jrsp e s sk '�� r FC ® wx *1140,11.• ,.,�t � �; .� 'v'..' ^� ��fi- ®�'��1��t�`'A?�t a���� ,���IA� 1 stormwater talc worksheet Rev 9-9-2010—REV 9/9/2010 2 C") r Z m = m -I-� 73 z g Gr) it ash Cpl a, ,// m • 8 / / 1 O / tip/ a jj / OU / l'i,- // . M o co , , ,.. a v ( ' • r ' 1 m c• ,,v cs) ' ,1 m ,,, Z v// rn T O O O I I 1 r--1--y I r - i 1 j ,..■1 L 0 X\ Li. I CE pdm; ;..„,...x_, r q/ a I ��1 i I I 1 �rB 1 1 I 1 iii I L J r ., © - - -I- --- �� • O ...,/ Comm— I / -i I. I \V / 11 I __J I I i/ I / \\ Doti r o�-o- -1 I P -;� �'- I I 1 1g I I I ----� 1 �� i� L-___J • i I ix" 1 I Lam/ \\L. L J Y 1111° LH v---i l C - - - - -G- - - - - 1 - - - - I L 1 I I J 1 I N ® „_.._ 1 I,7 :,-Oa O e -ri O p n Z7 c _a I,.i iffl O m -ri T o m ] z ” N z \ __-._-� n r 1 4 s> T 0 I (i) mmm C!) -- - - - __I 7o = m ' O ' T O'D N S (63 -13 m i „g3- yI » rn 0 Z m ®.113 x d c j cn r rn iw - p 1 I I =m CO I D ��m tA - - - . - i ” -eV. - - - - - - p +rte J 1 r CO t/� ; EB 2 62013 _ `�O i �Pe��,Oas�a O 1i / -- v Reserve Drainfield 7.)a i == Existing ��y i i �`�Monitoring Ports : D-Box Existing Proposed 1' Deep i I Drainfield Existing 2'Wide Gravel i 56'x6' Bed " Proposed Septic Tank, Overflow Channel Exterior / \ r o a, ..., Gate Wall �� 30 Top-of-Slope M Existing Gravel ! i ''� --- – ––--– Driveway Proposed `�``� 700 ->_1 Eaves o ce 0 SF Va I Existing Asphalt % , Type 1 , , Existing p Catch Proposed 3'Deep \ . Pervious Addition \\ \Basin Percolation15, 6'x12 Infiltration Bed - Deck Test Hole `••,400 SF Existing Horizontal Area of Driveway —\ O ! -- 0 Existing`____ O ;1 •. Dwelling Existing '5--Existing �� Dwelling Eave O - i s�oQO Existing Downspout Parcel Boundary 0 \ (1 of 4) \\ 00 \ cfl NO 0 Stormwater Pipelines I �. Solid Pipe 1 / Perforated Pipe Parcel boundaries and pre-development elevation contours taken from Jefferson 0 25 50 75 100 Ft County on-line parcel mapping tool 1 �. ..�:_ ,,,,,i„tii 1, . I Drawn by Everett A. Sorensen, P.E. F, A. Spy?,' Sheet 1 of 5 Streamline Environmental, Inc. WAS, 2 Site Plan with Proposed 715 Grant Street; Port Townsend 98368-2405 �' p 360-821-9960;everett@streamlineenv.com C' �' Downspout Infiltration Bed Project Number 130301 ii m March 7, 2013 _ Hazelhurst Property 1.1 ,`' zw , 153 Marina Drive ri p 32550 �4$ `a Port Townsend, WA 98368 STREAMLINE - .ssj e;Al , ' Parcel Number 939301305 ENVIRONMENTAL 7/g491 MLA13-37 0 ___----- 1! 5,,,,,, ,,,, O 0 / O / - i ! / Approximate Position i of Filter Fabric Fence ,-,,,........14:440 *t*i Gate..) .?;,,;«- + �4:P'4,. .♦� ...t om♦... -.�': !+' *r.. •'.+.''!+::!!!!±''''!'.►''D�.. Existing Gravel II , `� ,s∎fsA As4...:f tt**W e,e4 ±4± .<>t4:14:44�:''''•.% Driveway 1 ., • ToP-oSloP 1 OwO , Existing Asphalt 1 ;:�*; Proposed \ _ \ 4: Addition 1 Construction - \ p+±� \ Entrance O ye:�.�+;.,�. +`, Existing.. 0 + `•. + Dwelling. ,, ± Straw Mulch Dwelling ,� As Needed rr • Parcel Boundary O \ ■ O\ O Y, 0 �\ o �0\ \ i \ i Parcel boundaries and pre-development elevation contours taken from Jefferson 0 25 50 75 100 Ft County on-line parcel mapping tool ,' , ;,,,,;;,,, Drawn by Everett A. Sorensen, P.E. Sheet 2 of 5 Streamline Environmental, Inc. .� A. So, 715 Grant Street; Port Townsend 98368-2405 ��i., " -��.s �'�L Construction Stormwater Pollution 360-821-9960;everett@streamlineenv.com C` —,, r,0„ c . Prevention Plan Project Number 130301 "' rto 0 March 7,Number t .,' ` '� Hazelhurst Property ,. 153 Marina Drive ' ' -° `' ` ` w, Port Townsend, WA 98368 4 32550 4 w STREAMLINE 'e"s GdsTo```6.. .,;.. Parcel Number 939301305 S10VALV-1. /2.013 MLA13-37 • y • -c 3 .- 4- N •N -C > COOC) :) - 0 . a) •.- MM I o0- 3 \ co O a) Q-0cO �— ( 0o N (p ) � •� a Lam— M2 a0 ih iT � � a 5 a) N 0 U o3 o to al m uQiU a) y c C L 11 CO 0 N O '. N N N 0 o Z �' U (Ii C (� U) y C. w m N -- fn ply W i U Z I , a) - 2 'N°' T o • -� a) 1J\ cw Cl) _ VJ O^ .. C _ (J 3 O _ y1 O V . 3 O ++ d O O �k wC �'^ Z 0 F O O Cl) • 0 co a) N ar.`• w cl 0 ;',,i1 r0 0U ' c v Ir 44-14,r,-,,,',.s.: 0�iyl, ,,,. U o Ol V o O o > i z9 .X = °' s (}�° 'o E[Ilrt t �����y, _,`�:. ca a • ilio' w N m.oc _ i .0 y4� -c, La C v m > C a) m +7 cg w . > a (now L. c . ,i �� m - '- 6 N -5 'C [�11ItI(It t -p-de c j' O > w g \ 0 O # a r � Q '- L— LL 3I= a N co C `) N- `„ - 'N w OO)) a) 00 Q ° a u, m c rn a) M a c . CC ` D C... 6 � m (o to • llttP1 � > WC ,_ Om O � M 2 O N O Q% E. c � ZN CC - . CO •- I-- $ U a C a NLo 6 •o Mdr 0u) a t U • • Drainage Analysis and Stormwater Findings 1. The site includes many steep slopes that are fully vegetated with mature plants, shrubs and trees. 2. Soils are generally sandy and gravelly, and well drained. 3. No indications of surface flow were observed. 4. A roadside depression resembling a small stormwater ditch exists between the subject site and Marina Drive. 5. Disturbance of ground cover outside the proposed construction envelope will not likely be necessary,due to the existing driveway and street access. 6. Full on-site infiltration of stormwater should be feasible. 7. Four existing downspouts discharge below-grade in to unknown infiltration units. However, n o indications of surfacing were observed. 8. Downspout flow from at least 70%of the proposed house addition would discharge to a proposed infiltration bed positioned in the pervious driveway. 9. One proposed downspout(at the southwest corner of the proposed addition),would discharge onto a gravel pad located amongst thick, mature vegetation,and should readily infiltrate into parcel soils(based on site observations). 10. The existing gravel driveway comprised of imported gravel and sandy soil of varying thickness, above coarse native material, is permeable and best-suited for a subsurface stormwater infiltration unit. 11. A hand-excavation completed by Streamline Environmental on March 5,2013, in the location of a proposed infiltration bed, centrally-located on a horizontal portion of the existing gravel driveway,terminating in native coarse sand at a depth of 32 inches,confirmed well-drained soils. 12. Soil Evaluations approved by Jefferson County Environmental Health in November 2002 reported Soil Type 3(medium sands)to depths of 6 ft in four locations throughout the site. 13. A percolation test conducted by Streamline Environmental on March 5, 2013, determined an infiltration rate of 7 minutes per inch. Infiltration Bed Notes and Recommended Construction Sequence 1. Infiltration Bed area, 72 ft2, was determined from downspout infiltration guidance in Department of Ecology's Stormwater Management Manual for Western Washington(August 2013,Volume III, Section 3.1.1 Downspout Full Infiltration Systems, pages 440-442). 2. Bed sizing is based on a measured infiltration rate of 7 minutes/inch and a contributing area of approximately 1,000 ft2, and 120% sizing. The exact bed configuration and location shall be based on conditions encountered. 3. The infiltration bed should be a minimum distance of 15'from all foundations. 4. The catch basin location shall accommodate downspout pipelines so that pipelines can be installed without elbows. 5. Above-grade clean-outs shall be installed where pipelines enter ground. Any elbows used shall be long-sweep. 6. Trenches to accommodate piping to the catch basin and to the infiltration trench shall be excavated so that the trench bottoms slope downward away from structures. Trench slopes should allow the pipelines to maintain a minimum downward slope of 1/1" per ft, and to be buried with a minimum cover of 12 inches. 7. The infiltration bed shall be excavated to a minimum depth of 3 feet, positioned approximately as shown on Sheet 1 so that the excavation bottom is approximately horizontal. The infiltration bed shall be at least 12 inches deeper than the downspout pipeline trench, where the trench and bed meet. 8. An overflow trench should be excavated to a depth of at least 12 inches,sloped away from the infiltration bed as shown on Sheet 1. 9. The Contractor shall notify the Project Engineer upon discovery of poor soils,groundwater, unanticipated conditions,or discrepancies in the existing conditions as noted on the plans. 10. Washed smooth stone aggregate(drain rock)shall be placed into the infiltration bed to a thickness of about 1 ft comprising the first layer of backfill. Care should be exercised to prevent natural or fill soils from intermixing with the drain rock. 11. Underground piping conveying roof run-off to the infiltration bed shall consist of thick-wall 4-inch diameter PVC(standard dimension ratio of 18, or better). 12. Infiltration bed distribution piping (installed within infiltration bed) shall be thick-wall perforated 4-inch diameter PVC, with 1/2" slots, and shall be installed above the bottom gravel layer. The perforated pipe shall be installed only within the infiltration bed. The end of the infiltration bed distribution piping shall sweep upward,terminating within a traffic-rated utility vault. The stubbed-up pipe shall be capped(not glued). 13. Additional drain rock shall be placed into infiltration bed so that distribution piping is fully surrounded with drain rock. 14. Drain rock should be placed within the overflow channel bottom, up to within about 4 inches of the finished grade. 15. Typar Model 3201 Premium Landscape Fabric or equivalent Class "C" unwoven geotextile, or better, shall be installed above all drain rock backfill to prevent loose sediment and soil from penetrating into washed rock. Adjacent strips of fabric shall overlap by 12 inches. 16. Course crushed rock should be placed above filter fabric within the overflow trench,to-grade. 17. The traffic-rated utility vault shall be positioned prior to final backfilling. 18. Excavated material and/or crushed rock shall be replaced into infiltration bed above filter fabric, compacted enough to prevent erosion. , h Sheet 4 of 5 Prepared by Everett A. Sorensen, P.E. wAs Streamline Environmental, Inc. ' �y s � Stormwater Findings and Construction Notes 715 Grant Street; Port Townsend 98368-2405 ';; Hazelhurst Property 360-821-9960; everett@streamlineenv.com 'r ;% c, 153 Marina Drive Project Number 130301 !�✓ ' b - Port Townsend, WA 98368 March 7,2013 - 4114, 32550 q$ `' Parcel Number 939301305 STREAM_NNNE� ��� MLA13-37 t 3f 7' M, • Temporary Erosion and Sedimentation Control Notes 1. Temporary erosion and sedimentation control (TESC)features shown on this plan are intended to minimize the transport of sediment to surface waters, drainage systems and adjacent properties and should be installed prior to construction activities. 2. Features shown are the minimum required, and should be upgraded as needed for unexpected storm events and modified for changing site conditions. 3. Construction personnel shall monitor TESC features and maintain them for proper functioning. 4. Any areas of exposed soils that will not be disturbed for two days during the wet season or seven days during the dry season shall be stabilized by seeding, mulching, plastic covering, etc. 5. Straw mulching, where used for temporary erosion control, should be applied at a minimum thickness of two inches. Filter Fabric Fence Detail Not-to-Scale Filter Fabric top edge secured over wire mesh Gravel and/or cobbles anchor bottom edge of ( Wire Mesh Support fabric Fence Oft ' Downhill >12 Ground Surface •—6 ft post spacing 2"x2"wood posts as needed or equivalent Side View Facing Uphill End View Drawn by Everett A. Sorensen, P.E. Streamline Environmental, Inc. 715 Grant Street; Port Townsend 98368-2405 360-821-9960; everett@streamlineenv.com Sheet 5 of 5 Project number 130301 Temporary Erosion & Sedimentation Control Notes March 7,2013 A. SCR4,`, � Hazelhurst Property 4. 153 Marina Drive STREAMLINE � Port Townsend, WA 98368 ENVIRONMENTAL !/ ' l z Parcel Number 939301305 MLA13-37 ssi�f � �1 372.c)1, ahUp Front Parcel Review Parcel Site Address: T3(,D WA, Parcel Number: S-T-R: -- Total Acreage Legal Description Land Use: Flood District: Fire District: Planning Area: Flood Map(FIRM)Panel No: School District Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [frr Plot plan states "property line" [ i4 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 YES NO [ VI ESA's: Special Reports earby YES NO [VI Designated Ag YES No [ VI Shoreline Designation NO 1 ►t l l • f [yr Shoreline Slope Stability: YES NO Stream Type:YES NO Fish& Wildlife:YES NO Wetlands: YES NO .�-1; Rare Plants:YES NO 1 l�- Seismic: ap NO Landslide:0 NO C Flood: YES NO Erosion: YES NO Aquifer Recharge Ar- NO 5 GU SIPZ: none At Ris High Risk Coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan sub fitted: YesNo [ V Forest Lands: YES Adjoining Forest Lands: Commercial/ Rural/ Inholding [14" Mineral Lands: YES [i/f Agricultural Lands: YES [ yj' Archaeology: YES NO [ '], Stormwater: New Impervious Surface C �O 3 Land Disturbing Activity 2, l ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering [ t,,r Notice Provisions/Disclosure:Ai sort YES NO MRL YES NO Fore°-'7'i s YES NO [ V Landscaping Required: Yes lo [ ( Parking Spaces Res ired NO ether t/ Building Height: UBC Standard I.q/j Impervious Surtace coverage percentage: Resource Lands&Public: 10% AlikRural Residential 41S4 Rural Industria r UDC Sec 6.7 Rural Commercial: 60% Area of Building overage:60%in Rural IndustriWnds only [ W Total Building (s) Size: 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 [ Setbacks: Front: 7_,© Left Side: 1_V Right Side: 2 Rear: 2 Shoreline Setback: LSHA Setback: [ VI Road Classification: Road Approach: EXISTING 'D RAP [ )4' SEPA Required: YES Ex�"' s Z� [ y]' Flood Certificate: /.. ': -- L�. .� � ;Er -. • [ Existing Case(s)&Condition(s): Violations: Yes No [!VT Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ jJ/ Lots/Require Declaration of Restrictive Covenant YES O submitted: YES NO [ l/j. UGA No Protest Agreement YES 10 ubmitted: Y S NO [ "Site Visit conducted YES 0 [ /Require Final Zoning Approval 'ES NO [ LY ADMIN: Setbacks entered in Permit Plan case N/A YES New Parcel Tags entered in Permit Plan N/A YES Special Reports Scanned N/A YES No parcel tags found for parcel Cases Associated with APN Cases Name Review Type Status Planner Application Received: Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 3/11/2013 Page 2 of 2 • I STREAMLINE ENVIRONMENTAL 715 Grant Street • Port Townsend, Washington 98368 Phone(360)821-9960 • www.streamlineenv.com March 12, 2013 Mr. David Johnson Permit Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Hazelhurst Stormwater Management Features Hazelhurst Property 153 Marina Drive Port Townsend, WA 98368 Tax Parcel Number 939301305; MLA13-37 Dear Mr. Johnson, Please add the following permit condition to Streamline Environmental's stormwater plans, prepared by the under-signed on March 7, 2013: Designer must be contacted prior to start of construction and for inspections during installation of stormwater management features. Designer must approve the layout of infiltration features. Adjustments or modifications necessitated by conditions encountered during construction must be approved by designer. Thank you for your assistance. Sincerely, Streamline Environmental, Inc. 4 � Everett A. Sorensen, P.E. . 32550 4 44'Principal Engineer �s _4,, G~ (360) 821-9960 everett @streamlineenv.com 3 5//7,-/ et • • Colleen Zmolek From: Elizabeth Maher[elizabeth.maher @yahoo.com] Sent: Tuesday, February 26, 2013 11:09 AM To: Colleen Zmolek Subject: MLA 13-37 LOMA Attachments: FEMA LOMA_1.15.13.pdf Colleen, Thank you for all of your help yesterday. Attached please find the LOMA for the property at 153 Marina Drive. I am still Plan Submittal. working on the Stormwater Silte PI a Also, I realized when I got home that I still had the Energy Code worksheets-do you need those? If you do, I will scan and send them to you. Or I can mail them to you -whichever is easier. Elizabeth Maher I Architect 4916 46th Avenue South I Seattle, WA 1 98118 206-941-6006 1 D -I • X -b 01 Cn -I -b x -I -I CD CD x Q c'3 r+ x m o CO c 3 01 C C CD 0 -s C C CD CD CD D CD r+ CO CD - 7 7C NI CD r o o # C W - CD C7 N CD S d O O O CO o 0 O CD o CA 2 CO 07 a W N CO r w 0 co -, N W O CA O O o O r+ - 01 2 TI c-) \ r+ D CO C7 G7 o 01 a O C N r D co ao CO 3 a X 0) co r r- v o -I m z -0 co rn rn 3 r 7C r CD Z n �o -i a D r m x c W o o_ m n o ao H -i c m r> H o z rn w r o w r C) Z z m -i cn Cn a 7C s 0-) o z o G o 0 • D m r‘)v o n D T . I-1-1 O 0 m r v r co m Z O co m r o M rn o o ry -1 X x r z D C H -< -r Q- 0 Z -1 0 C3 r- v O D> co E c• o -o m co rn "..13 o � I o c CD Cl Cn -P CD m N W O 1 0 -i !!,. v m c, c--) o Cs D n 1 cn D- c (-)3( CO CD H Q r+ CO v O M H C v C7 r. =- Z N r+ Cl 0 3 t c� :2.? -. i. L G7 -, 0 0 U- r - Cn - Q O ) ti.3 w C� r i i L -+ Gl - co c,' v _„ o C. ''_ J ciI H �1 O H N TI D O 0 H W MI 1 1 1 II 1 When recorded return to: 576740 PGS • 1 COV Name:Jefferson County Public Health 06/13/2013 12:67 PM $72.00 PAM BEKINS Jefferson County WA Auditor's Office -pDonna Eldridge, Auditor 615 Sheridan 1111 N�arliI�P6L 'I i L1/411011A111 111 M A NA 11111 Port Townsend,WA 98368 DECLARATION OF COVENANT Bed Room Restriction JUN 1 , Grantor(s): FRANKLIN HAZLEHURST& PAMELA'BEKINS Grantee(s): Jefferson County NOTICE IS HEREBY GIVEN TO FRANKLIN HAZLEHURST& PAMELA BEKINS his & her heirs and assigns, and the general public. This restrictive covenant shall bind and restrict the land, the Owner(s), their heirs, grantees, successors and assigns and shall "run"with the land into perpetuity. DESCRIPTION OF REAL PROPERTY AFFECTED: CAPE GEORGE COLONY DIV 6 I BLK 13 LOT 7 ASSESSOR'S TAX PARCEL NUMBER: 939301305 Address of Property 153 Marina Dr. In consideration of approval by Jefferson County of Building Permits, case numbers BLD13-00067 for the property described above, property owners hereby covenant and agree as follows: 1. I/We recognize that the septic system serving this residence is sized to accommodate 360gpd occasional maximum peak use. I/We further recognize that it is the purpose of this covenant to limit the number of bedrooms on this property to one single family residence with a maximum of 3 bedrooms. 2. I/We recognize that construction or use of additional rooms,as bedrooms beyond said limit may overload the septic system and cause premature failure of the on-site sewage system:'' k. 3. I/We hereby agree not to construct,maintain,or suffer to be constructed-or maintained upon said land more than one residence having more than 3 bedrooms. "' 4. This Declaration of Covenant has been willingly and knowingly signed by the undersigned. 5. This Declaration of Covenant shall not be released or extinguished without the express written approval of Jefferson County Public Health or its successor. Recording. Upon its execution, this Declaration shall be recorded with the Jefferson County Auditor. All contracts and deeds or other instruments of conveyance relating to the property or any part thereof shall contain reference to this covenant. Warranty of Authority. The owner(s)signing below warrant that they are the sole Owners in fee of the real property described above and are authorized to make this Declaration and so bind the property. i - / 4_ GRANTOR(S) �, � ' f` 4. �. 0 '"-Ri.--- -- Acknowledgment: SUBSCRIBED AND SWORN to before me this(d y of ArkatkiA ,20 I Notary public in and for the L ei. \ ,..UL C D State of 'j\i to ' T PUBLIC ,. residing in 1U,1�1�e^ FTA'L 0°>,,VASMlNGTON COMMISSION I<'XP?RES _ E Sty/,#„94�15 2014 L My commission expires: 2 1(5 I I °' `�° �k MC STR uNE ENVIRONMENTAL JUL 3 n 20'4 715 Grant Street • Port Townsend,Washington 98368 JEFFERSON COUNTY Phone(360)821-9960 • www.streamlineenv.com DEPT OF COMMUNITY DEVELOPMENT July 30, 2014 Mr. David Johnson Permit Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Hazelhurst Stormwater Infiltration System Installation Verification Hazelhurst Property 153 Marina Drive Port Townsend, WA 98368 Tax Parcel Number 939301305; MLA13-37; BLD13-67 Dear Mr. Johnson, Please accept this letter as verification of proper installation of the subject stormwater facilities. I, Everett Sorensen, the undersigned, personally inspected and approved the installed stormwater infiltration bed, installed according to revised plans prepared by me, and submitted to DCD on July 30,2013. Thank you for your assistance. Sincerely, (A. SO it o vironmental, Inc. � tVA Streamline vironm 5/9/ Everett A. Sorensen, P.E. 5044 Principal Engineer ssi N.L�� �/ (360) 821-9960 �' " everett@streamlineenv.com Attachment: As-Built Site Plan with Downspouts and Infiltration Beds /4laggi 45 — .,..• S 40_ fi Ile ce c-ep Ai... i 4ct 5-f„,i -r 1§k-. Ai° 5-..t-ec(s 0 .' ,CJ-- = di • j! /14•e fe Of i i Reserve 4-4,_ i Drainfield � -�. a Existing Q� t • =-e''~-• „ ,,_-,_:'_:_"__ _° Pra osed Additional'. c� ==: Monitori Pons , D-Box � {n oration Trd.ench •'° ' Existing -- - ---------------- 30 SF x 2' eep Proposed 1'Deep Drainfield Proposed 4"PVC Existing ?2D' >s” '� 2'Wide Gravel ' i i ,•Tightline to Additional g yl�' 56'x6' Bed, Infiltration Trench `Septic Tank Overflow Channel I ` sloped as needed » �, Gate \\NN i long sweep wyes t, Top-of-Slope gg Existing Grave! 30' t \ 20 SF..x:. * .. — 1__ '' — Driveway �•.`—1 Proposed \ Eaves z10' t \ ����` • Vaul t �; 300 SF - -------1 Existing Asphalt t Existing f-' Addition t, '•;'•sin T' Proposed 3'Deep Addition 1 Pervious Sao t .s e% Percolation 6'x12'Infiltration Bed \ Deck \ SF t r �': Test Hole 15,,; 400 SF �.- -^ \ Existing Horizontal Area of Driveway C0 \ Existing:.. _ 0 Dwelling Existing ..___ Existing - • `� Dwelling Eave a V Q ae _ , r �� a Existing I i` '� jug 3 p 7014 \, Downspout(1 of 4) Pa undary Revision 1 Construction Notes on Proposed Additional infiltration_Trench: gEi EFFr p;d COUNTY 1. Contact designer prior to excavation,to stake-out additional infiltration trench. pEpT.OF COPJIiN�Uf ITY C`�E!_OPMENT 2. Northwestern,downspouts of the new addition (currently under construction) will __------- �(r'c. discharge into a 4,inch PVC tight-line plumbed to the proposed additional infiltration \ trench,as shown. Stormwater Pipelines / 3. Both ends of this,pipeline shall daylight, allowing servicing. 4. The pipe inlet shall Solid Pipe i be screened or be equipped with suitable solids filtration. l 5. The pipe effluent will discharge above-grade onto a gravel infiltration bed of about Perforated Pipe -- i 30 SF,approximately 2 ft deep,filled with large clean drain rock(>2")to-grade. 6. Designer will prepare and submit Engineering As-Builts to document the actual configuration. 0 25 50 75 100 Ft Drawn by Everett A. Sorensen,P.E. Streamline Environmental,Inc. A Sheet 1 of 5 (Revised) 715 Grant Street;Port Townsend 98368-2405 ��f R� Site Plan with Proposed 360-821-9960;everett @streamlineenv.com �� F \VASE. 4 Downspout Infiltration Bed Project Number 130301 .. . -0 C'1+ ✓�, � p March 7,2013 �. 4-> Hazelhurst Property Revised July 30,2013 153 Marina Drive Revisions in Red 7 a' f "'. w Port Townsend, WA 98368 p" %, 32550 t1 Parcel Number 939301305 STf3MV�RO i ,�'`�y'� MLA13-37, BLOB-67 � .J r 30 'O / STREAMLINE ' ij ENVIRONMENTAL ' ` ! I ' Li L31 „I 715 Grant Street • Port Townsend,Washington 98368 - - ---- I 1FFF: soi;OKAY Phone(360)821-9960 • www.streamlineenv.com DEPT OF CO'",11M'ITYi7Ei!"1(?PMEPYT July 30, 2014 Mr. David Johnson Permit Specialist Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 Re: Hazelhurst Stormwater Infiltration System Installation Verification Hazelhurst Property 153 Marina Drive Port Townsend, WA 98368 Tax Parcel Number 939301305; MLA13-37; BLD13-67 Dear Mr. Johnson, Please accept this letter as verification of proper installation of the subject stormwater facilities. I, Everett Sorensen, the undersigned, personally inspected and approved the installed stormwater infiltration bed, installed according to revised plans prepared by me, and submitted to DCD on July 30, 2013. Thank you for your assistance. Sincerer' y� .� A. S Sp, Streamline vironmental, Inc. r \VAS ,- ® AS/ r , Everett A. Sorensen, P.E. Principal Engineer (360) 821-9960 )10' everett@streamlineenv.com Attachment: As-Built Site Plan with Downspouts and Infiltration Beds 45 ._ ; .7.s f,..y ii e c.- --- ' ... 1--- ___-t-f- k r po-- ,,<( cP '. /- W'''' ,, ---. ,. ,,,, � ` ` E 0o'oa 0' so 9eO;th, , Reserve ,y, 1 Drainfield __ __ ____________ _ °'�i9 / =____ Existing ���`• 1 °°-'~ ~`- °_ D-Box Proposed kdditional'•., 9 _ Monitoring Ports --_ .i• Infiltration SF 2Tr deep�. Existing , Proposed 1'Deep ! Drainfield Proposed 4"PV—C- Existin z20' >s' a 1 s Tightline to Additional Existing �, 2'Wide Gravel i 56'x6' Bed Infiltration Trench `Septic Tank ; it, ¢. l Overflow Channel sloped as needed / • Y� / Gate long sweep wyes t 30' Top-of-Slope vNi Existing Gr rel Proposed 20 SF_.a.:.'r1 —j— Driveway L t Eaves ------i1or-------- - t Vault _ N 300 SF ' _- Existing Asphalt \ lik,tt Ty� h �— __g Addition t :asin ` Proposed 3'Deep t \ Pervious 580 t Percolation i ; 6'x12'Infiltration Bed t 4 Deck '• SF t ° .61: Test Hoie 15/ • N. 40o SF \ -,L Existing Horizontal Area of Driveway t �� 1 Existing'... .R y' .� ', Dwelling Existing �-Existing --- __ - Dwelling Eave i ------ - �� 1, E.= il,_,\.'� [iiI! - �0 _ U �. �0 Existing �� li �f I 'i , t \ Downspout(1 of 4) Parcel Boundary �! • � \ I , Revision.1 Construction Notes on Proposed Additional infiltration Trench: ----- r 1. Contact designer prior to excavation,to stake-out additional infiltration trench. �� art ut _ �no�t',Eti�'T___ 2. Northwestern'downspouts of the new addition (currently under construction) will 1._...__..___J`-- 0 discharge into a 4 7inch PVC tight-line plumbed to the proposed additional infiltration 1Q° trench, as shown, Stormwater Pipelines 3. Both ends of this pipeline shall daylight, allowing servicing. 4. The pipe inlet shall j be screened or be equipped with suitable solids filtration. Solid Pipe 5. The pipe effluent will discharge above-grade onto a gravel infiltration bed of about Perforated Pipe ------------ 30 SF, approximately 2 ft deep,filled with large clean drain rock(>2")to-grade. 6. Designer will prepare and submit Engineering As-Builts to document the actual configuration. 0 25 50 75 100 Ft , Drawn by Everett A. Sorensen, P.E. Streamline Environmental, Inc. Sheet 1 of 5 (Revised) 715 Grant Street; Port Townsend 98368-2405 r A. 5 ' 360-821-9960;everett@streamlineenv.com v",..-4- x0 ,e„ `` Site Plan with Proposed Project Number 130301 `°' ' f �`k: Downspout Infiltration Bed March 7,2013 .4 , „._}, .a Hazelhurst Property Revised July 30, 2013 'I "" �1 Revisions in Red 153 Marina Drive Port Townsend, WA 98368 STREAMLINE � ; 32550 , Parcel �Npumber 939301305 ENVIRONMENTAL MLA13-37, BLD13-67 2D AO Iy CERTIFICATE OF OCCUPANCY Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 (360)379-4450 FAX(360)379-4451 Carl Smith, Director/Building Official PERMIT#: BLD13-00067 APPLICANT: FRANKLIN H HAZLEHURST PHONE: PAMELA BEKINS 153 MARINA DR PORT TOWNSEND WA 983689423 SITE ADDRESS: 153 MARINA DR Issue Date: 06/24/2013 PORT TOWNSEND, 98368 Final Date: 8/15/2014 SUBDIVISION: 9393 Block: 13 Lot: 7 PARCEL NUMBER: 939301305 Section: 12 Township: 30 N Range: 2W PROJECT DESCRIPTION:ADDITION TO EXISTING RESIDENCE in conjunction with a shoreline exemption permit (SDP13-00014) THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2009 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: ___5N SPRINKLER SYSTEM yes not THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 8/15/2014 \\tidemark\data\forms\F_BLD_Occupancy.rpt 8/15/2014 • BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD13-00067 Received Date: 2/25/2013 SITE ADDRESS: 153 MARINA DR Issue Date 6/24/2013 PORT TOWNSEND, 98368 Expiration Date 6/24/2014 OWNER: FRANKLIN H HAZLEHURST PHONE: PAMELA BEKINS 153 MARINA DR PORT TOWNSEND WA 983689423 CAPE GEORGE COLONY DIV 6 SUBDIVISION: Block: 13 Lot: 7 PARCEL NUMBER: 939301305 Section: 12 Township: 30 N Range: 02 W CONTRACTOR: OWNER/BUILDER PHONE: PROJECT DESCRIPTION: ADDITION TO EXISTING RESIDENCE in conjunction with a shoreline exemption permit(SDP13-00014) TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP ADD MAIN: 973 VALUATION 375,000.00 ADD'L: 1,052 HEAT TYPE: EEE CODE EDITION: 2009 HEAT BASE: 866 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 66 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $2,533.75 CJZ 02/25/13 140032 Exist: 1 Exist: 2 Plan Check $1,646.94 CJZ 02/25/13 140032 Prop: 1 Prop: 2 Potable Water Application $66.00 CJZ 02/25/13 140032 Total: 2 Total: 4 State Building Code $4.50 CJZ 02/25/13 140032 Total: $4,251.19 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 • Jefferson County Building Division Permit Number: BLD13-00067 Applicant: HAZLEHURST BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2009 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 days 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 g/ Erosion Control 8/05 Foundation Footing t,l/7/A 5 At ��i� �� J k. ,/7713 O Footing Drains Foundation Stem Wall 81.241/3 Underground Plumbing 9/0 i �3 Pl Under Floor Framing t l Z L3. Straps(hold downs) u Ext.Shear Wall Nailing Z C3 tC tp0-iy. isoctrs 1 --(1. -64-►3 Rough-in Plumbing _2S_ 1 - Framing ‘ Airseal .Z 5( 1 Insulation:Walls ? i31/`( Insulation:Floors HI/1 uA),DAPS1 AB 043 Insulation:Ceiling /yII? - Int.Shear Wall Nailing Wallboard Nailing *11 . 'i� Gas Line: Interior 5 Gas Line: Exterior Propane Tank Heat/Chimney Clearance Heat/Chimney Clearance Fireplace Insert Duct Test Cert . VC( -Q. p ►M- 13/ Blower Airtight Test Smoke&CO2 � ly, n/ Smoke&CO2 YY'' Drywell/Alt Drainage Address Posted i Miscellaneous Letter from Stormwater Engineer confirming installation per plans firPiraie, LaKIS 9/'O/13 f • • FINAL INSPECTION 81 FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# :BLD13-00067 1.) An Engineered Stormwater Plan has been submitted and approved by the Department of Community Development. Once the subject permit has been issued the applicant shall fully implement the provisions of the submitted plan and contact the Jefferson County Department of Community Development to arrange a schedule to inspect the property for plan compliance. A Certificate of Occupancy will not be issued until the Department verifies plan compliance. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 2.) The site plan as submitted with the Building Permit application on February 26, 2013 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 March 12, 2013 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 3.) The applicant shall fully adhere to all conditions and requirements of the Geotechnical Engineering Design Study dated August 11, 2004 by Hart Crower, Inc.. 4.) PRIOR TO FINAL BUILDING OCCUPANCY, PROPONENT SHALL SUBMIT A WRITTEN LETTER FROM EVERETT SORENSEN STATING THAT THE STORMWATER FACILITY HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "DRAINAGE FACILITY" PLANS RECEIVED FEBRAURY 26, 2013 AS SIGNED BY EVERETT SORENSEN OF STREAMLINE ENVIRONMENTAL. \\tidemark\data\fnrmc\F RI 11 Permit RIM rnt F/24/7f111