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HomeMy WebLinkAboutBLD2014-00914 Final Replace Bulkhead - BLD Permit / Conditions - 5/22/2015 ♦ Inspection Line kjau)4zt-/zuz #IN54 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County Bldg. III 426 W. Cedar Shelton, WA 98584 RESIDENTIAL BUILDING PERMIT BLD2014-00914 OWNER: STEVE ATES RECEIVED: 10/3/2014 CONTRACTOR: LICENSE: EXP: ISSUED: 11/17/2014 SITE ADDRESS: 60 NE LAKE DR TAHUYA EXPIRES: 5/17/2015 PARCEL NUMBER: 223305000162 LEGAL DESCRIPTION: HAVEN LAKE TR 162 & NE 25' TR 161 -DPC#03-44 PROJECT DESCRIPTION: DIRECTIONS TO SITE: REPLACE EXISTING BULKHEAD WILL BE MOVING 4-6 FEET BACK ST RT 3 TO BELFAIR, L ON ST RT 300/ NORTH SHORE RD, R ON BELFAIR FROM THE LAKE TAHUYA RD, R ON TAHUYA BLACKSMITH RD, R ON LAKE DR TO SITE ADDRESS ON THE RIGHT SIDE General Information Construction &Occupancy Information Square Footage Information No. of Bedrooms: Type of Constr.: Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: Lot Size: Deck: Type of Work: BH Fire Dist.: 8 No. of Stories: Occ. Load: Building: Valuation: $ 4,895.00 Building Height: Occ. Status: Basement: bulkhead Manufactured Home Information Setback Information Shoreline& Planning Information Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: HAVEN LAKE g SEPA?: Yes Model: Width: Ft. Rear: Ft. Slope: Ft.Side 1: Ft. Shoreline Desig.: Urban Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural Plumbing Fixtures Mechanical Fixtures FEES Type Qty. Type Qty. Type By Date Amount Receipt Plan Check Fee GMM 10/3/2014 $73.00 S1201400000001 Planning Review Fee GMM 10/3/2014 $205.00 S1201400000001 Building State Fee RTB 10/30/201 $4.50 S1201400000001 Building Permit Fee GMM 11/17/201. $ 141.00 S1201400000001 Total $423.50 BLD2014-00914 Please refer to the following pages for conditions of this permit. Page 1 of 4 '—� CASE NOTES FOR BLD2014-00914 CONDITIONS FOR BLD2014-00914 1) This permit has been reviewed and approved as a temporary erosion control bulkhead only. Applicant/owner certifies that it is not intended to support surcharge from upland sources or structures. Owner shall continuously monitor bulkhead for signs of failure and take remedial action as necessary. Prior approve�!om Mason County is required for any bulkhead maintenance, repair or construction. X 2) Temporary erosion control measures must be implemented to prevent water quality gradation of adjacent waters or wetlands. Silt fencing must be installed and maintained until upland vegetation has become established. X, 3) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 4) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-64y0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. X� �� 5) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departme rior to any further inspections being performed or approvals granted. X 6) Owner/ is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28. X 7) The"approved" site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved" site plan is not on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building rtment prior to any further inspections being performed or approvals granted. X �9 8) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2). a BLD2014-00914 Please refer to the following pages for conditions of this permit. Page 2 of 4 9) Any changes in proposed construction shall be reviewed by the engineer or architect of recora and submittea in writing to the ivlason Lounty bUiiaing Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour) will be charged a hall be collected by the Building Department prior to any further inspections being performed or approvals granted. X 10) All construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revo . X 11) Provisions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which is proposed to be located w' hin 25' of a Mason County road right of way, it is suggested to contact that office to review future planned work which may affect your project. X --_. 12) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or lation, must be reviewed and approved by Mason County prior to construction. X 13) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENTAND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shaft be made prior to requesting additional inspections. X _ 1 - . 14) All property lines shall be clearly identified at the time of foundation inspection. X =,1= 15) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason Cou dinances and building regulations. X 16) All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit holder have nted action from being taken. No more than one extension may be granted. X 17) Approved per ensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. X BLD2014-00914 Please refer to the following pages for conditions of this permit. Page 3 of 4 18) The proposed project must be consistent wi plicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason County Shoreline Master Program.X 19) All construction and demolition debris must be removed from the site after project completion. Prope sal of construction debris must be on land in such a manner that debris cannot enter or cause water quality degradation of State waters. X 20) Xoncret achate and wash water must be contained during construction pouring, such that water quality degradation of adjacent waters does not occur. —5569�- 21) Prior to final approval, all upland areas disturbed or newt d by construction activities shall be seeded, vegetated or given an equivalent type of erosion protection (silt fencing or straw matting). X 22) A Hydraulic Project Approval from the Washington State Department of Fish Wildlife must be granted prior to construction. For more information contact Habitat Bioll fists Leonard Machut (Freshwater) at 360-602-0364 or Margie Schirato (Saltwater) at 427-2179. OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT AP,f- JACATION OF 180 DJWS WILL INVALIDATE THE APPLICATION. Signature Date OWNER - REPRESENTATIVE - CONTRACTOR Print Name (Circle one to indicate) BLD2014-00914 Please refer to the following pages for conditions of this permit. Page 4 of 4 i o CONCRETE MECHANICAL MANUFACTURED HOME -D-� oDate By m Footings/Setbacks Ribbons (n Gas Piping o erio Intr Date By interior-Date By date By W Exterior Date 3 13�IS— By 04 Exterior-Date B set-up m Point Load J Isolated Footings INSULATION Date By m BG!SLAB INSULATION -- Date By Data By FIRE DEPARTMENT Foundation Wells Floors Date By Date 3 1/6115' By Date By DECKS — - FRAMING Walls Date By Date By Data By PROPANE TANKS PLUMBING Vault Date t�v Date By OTHER G ro un dwork Attic Type Uetc Bye pate gy Date ('y D.W:v DRYWALL Type. Int Brace Wall DaYe By By Date 8y FINAL INSPECTION 0 Water Line Fire Separation N O Late By Date By Date !!2ZiTJ Jc By / Pass or Request Inspect. c Type of Insp. Fail Date Date Done By Comments ca 13 53 1 I� 3 IS (O 3 v 0 o _ a 0 s m 3 v cn 0 .y*° chap MASON COUNTY r PERMIT NO.�llc�2o DEPARTMENT OF COMMUNITY DEVELOPMENT (l.� BUILDING•PLANNING•FIRE MARSHAL 1! _ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext352 Mason County Bldg.111,426 West Cedar Street (360)275-4467 Belfair ext.352 Yv 1R PO Box 279,Shelton,WA 98584 (360)482-5269 Elma ext 352 BUILDING PERMIT APPLICATION f?rl ;J OWNER INFORMATION: CONTRACTOR INFORMATION: NAME:-� BUG S NAME: u4 G,i�i�C Orrl CS MAILING DRESS: 6 MAILING ADD S: 40 d/ 0 CITY: T- G r STATE:_ZIP: 1" .� CITY: 4 k a STATE:_ZIP: _ PHONE: 3 S457 CELL: PHONE: 3 0-,271 r�3 CELL: 2f'3 s%y 772y EMAIL EMAIL : EXP.y_2/2c2/,1/, PARCEL INFORMATION: PARCEL NUMBER(12 DIGIT NUMBER) 3 3 -SLR�0 ( ,� FIRE DISTRICT LEGAL DESCRIPTION(ABB VIA D) SITE ADDRESS 60 CITY G) U V-1 DIRECTIONS TO SITE AD RESS o ��� ��� �' e IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE�o RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES[] NO❑ TYPE OF JOB: NEW ❑ ADDITION ❑ ALTEffR{.AT,IOnN,❑ REP�AI(R�1❑ OTHER El USE OF STRUCTURE(RESIDENCE,GARAGE ETC_) 1 n+� ` IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS DESCRIBE WORK SQUARE FOOTAGE: 1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMENT sq.fL DECK sq.ft. COVERED DECK sq.ft.STORAGE sq.ft. OTHER sq.ft. GARAGE sq.ft. ATTACHED❑ DETACHED❑ CARPORT sq.ft. ATTACHED❑ DETACHED❑ MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN MAKE MODEL YEAR LENGTH WIDTH BEDROOMS BATHS SERIAL NUMBER OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. 1 declare that I am the owner,owners legal representative,or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This permit/application becomes null&void if work or authorized construction is not commenced within 180 If days or if cons on work is suspended for a period of 180 days.PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTI ITY OF � ERMIT APPLICATION OF 180 DAYS WILL I VA (DATE TI�I�APPLICATION. X ( '�j•2.D 1�-i Sionature Date X -�//Ly - OWNER/REPRESENTATIVE/CONTRACTOR Print Name (CIRCLE TO INDICATE) - r .. - NDITrUNS DEPARTMENTAL REVIEW APPROVED DATE it)ENIED DATE BUILDING DEPARTMENT �31► PLANNING DEPARTMENT FIRE MARSHAL PLANNING -----J �_ - -- RECEIVE SEP 0 3 201 1 426 W. CEDAR ST. f r� APPROVED I MAS N COUNTY DCD PLANNIN SIT PLAN REQUIRED TO BE TE j CH ,U BJ ECT TO APPROVA t _ � By Date I I PLANNING: g i Ali SETBACKS ARE MEASURED j FROM THE NRTHEST J g OJECTION OF THE BUILDING ,: a ) e ror tt - 3 �--� {� d 2-6 0011 . . �S 2014 .-' 0000 a PLANNING Diffusing Downspout and Sump Discharges to Prevent Soil Erosiot><------- -. Builders can help building owners effectively manage their downspout and sump discharges by installing diffusers when a building is constructed or by sharing information on how to assemble diffusers when the building is transferred. If sump and downspout discharges are concentrated as end-of-pipe flows, serious erosion,storm water pollution,and property damage can result. If it is not checked,vegetation can be destroyed and hillsides destabilized. It is possible to direct water away from buildings without 5"',a 'e te' causing erosion problems if the flow at the end of the pipe ^.�+ 4d^�,�� 1jj; '_`A �; i,.. is diffused. One way to accomplish this is by preparing `'r , Y the simple diffuser assembly shown here. It is an easy - wt and inexpensive way to prevent soil erosion. In tests at an average-sized home,downspout water that was directed into a diffuser assembly and discharged onto a fully 4 vegetated lawn effectively prevented soil erosion. _F&M Anyone can build this simple diffuser with plastic parts from a local hardware,lumber,or building supply store for about$20(assuming 50 feet of piping). Purchase a downspout adaptor,solid and perforated corrugated pipe,a"Tee"joint,end caps,and some screws and follow these steps to assemble a downspout diffuser. 1. Attach a downspout adapter to your current downspout.It will have a square end to match your downspout and a 4-inch round end to fit your pipe. It can be affixed simply with friction or you may attach it with a single screw to prevent separation during heavy rains. 2. Snap together the 4-inch,solid corrugated piping until it reaches from a downspout to the desired discharge location. Friction will hold them together,although you may attach them with a single screw at each joint for a more secure fit. 3. Snap a 4-inch Tee onto the end of the solid corrugated piping. At this joint, a screw is recommended to secure the joint,since the pressure of water hitting this joint can push it apart. 4. Cut the 4-inch corrugated piping with perforations into two equal sections. If you do not have 5 feet of clearance on each side of the Tee at the discharge point,these sections can be as short as 3 feet and still provide adequate,even dispersion. Insert both sections into the ends of the Tee, securing them with a single screw at each joint. 5. Install two,4-inch end caps at the end of each perforated diffuser pipe connected to the Tee,securing them with a single screw at both ends. 6. If more than one downspout is being extended,repeat this process. Downspouts may also be joined together using a"Y"joint. The same assembly process can be used to create a diffuser to attach to the end of a 4-inch sump discharge pipe, following steps 3—5. If the sump discharge pipe is not 4-inches in diameter,an adapter will be needed to connect the pipe to the Tee. It is important that the diffuser and the stabilized vegetation be used in tandem. If stabilized vegetation is not present at your point of discharge,add brick,rock slabs,or crushed rock below it to adequately dissipate the water's energy. Check the diffuser regularly to be sure it is intact and preventing erosion. The Rochester Public Works Department has produced a brochure that can be given to homeowners, subcontractors, or other interested parties to help promote proper downspout and sump discharge management. Anyone may download the brochure from the www.rochesterstonnwater.com web site and p ' as needed.Look in the Businesses—Construction Industry section or in the Citizens—What VMVD section. SEP 0 3 2014 42n W. �U- PACOMMON\MS4\Permit\Education&Outreach(MCM 1&2)\2008\RAB articles\februar -downspout and sutflp P.O.Box 446 LANNI €ij Tacoma, (253)228-05113 www.de-civii.com August 28,2014 Family Classic Homes Engineering Consultation 3208—50`h Street Ct. NW Proposed Bulkhead Gig Harbor,WA 98335 60 NE Lake Drive Attn:Mr.Steve Ates Tahuya,Washington Job: 14-000 Ates NE Lake Dr.EL At your request we have reviewed the existing site conditions for the proposed bulkhead to be located at 60 NE Lake Drive in Tahuya,Washington. We understand that you are proposing to construct a cast in place concrete bulkhead across the shoreline of your property and your neighbor's property to the south. This will essentially complete the protection of the shoreline in your vicinity as there are currently bulkheads protecting the shoreline on both sides of the proposed bulkhead areas. On August 21, 2014 we visited the site and observed the condition of the shoreline and surrounding area. As mentioned we noted an existing bulkhead north of your property made up of tires. South of the proposed bulkhead,the shoreline is protected by a rock bulkhead. Your shoreline consists of areas with no protection and areas protected with small concrete landscape blocks. The shoreline of your neighbor to the south is protected by large tree segments which are currently failing. As a result we understand that you intend to construct a concrete bulkhead across the two shoreline areas. Further,we understand that the bulkhead will be less than 4 feet in height and that you will be using a standard retaining wall detail provided by the Thurston County building department. We have reviewed this detail and find it acceptable for the intended purpose with the exception that we recommend that the toe embedment of the wall be a minimum of 18 inches below grade.Given that the adjacent properties on either side of the proposed bulkhead are currently protected,constructing the proposed bulkhead will not have any detrimental effect on the adjacent properties. We appreciate the opportunity to be of service on this project. Should you have need of additional information or services please call. Respectfully submitted, Development Engineering,PLLC0 Glen Coad,PE131 ✓ 7� .r Owners tO;y11. _ RECEIVED wGC:wgc SEP 0 3 2014 DodD:14-OW Ates NE Lake Dr.EL 426 A CEDAR $L. AbMASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT Mason County Bldg.III,426 West Cedar Sked PO Box 279, Shelton,WA 98584 www.co.mason.wa.us (360)427-9670 Beftw(360)275-4467 Elma(360)482-5269 CONCRETE • WALL and SHORELINE Prescriptive • Design Installation Standard " T L s�`� I Sl less than or equal to 1:1 S-BARS I�I I 1 I I I ° V-BARS I I I I I I I 1 S-BARS I I t —�— __4---4---4--- PROVIDE FLOOD 1 I I I PROOF COATING I I I I :. • e I I 1 I 1'washed rods I 1 I I 1 VI_ = I 1 I I BARS 2' 0 DRAINS I 1 I I I I I I I � I I I 1 1 1 1 1 1 AT 12' O.C. ": —I--i--I--I--I--I--r--I-- It i i i i I 1 I I v2- GROUND a. ; I _1_ I _1_ I_ BARS SURFACE P��pip T I I I— I I I 1 _ w" 0 hted to an I I I I I I 12"min. 1 I t _ location. I I I I I I 1 I I Grade TD top wall or►ly I I 1 I 1 1 I I I Footings shall be SHEAR KEY. B-BARS Placed on USE 2x6 ELEVATION firm,native KNOCKOUT soil NOTE: SECTION SPACING OF S-BARS IS APPROXIMATE. USE TABULAR NUMBER OF BARS AND SPACE EVENLY w/ 2' COVER V- B- S- REINFORCEMENT H B T VOL CONC BARS LENGTHS BARS BARS FT FT4N IN YDS'/FT SIZE SPACING VI-BARS V2-BARS SIZE SPACING LENGTH # SIZE SPACING LBS PER FOOT 5 3-6 10 0.25 318" 10" 6'4" — 3/8' 10' 3'-2' 9 318" 12" 7.7 6 4-3 10 0.30 1/2" 10" 7'-4' — 1/2' 10" 3'-10' 11 3/8' 12" 13.1 7 5-0 10 0.35 1/2" 7- 8'-I" — 1/2' 7" 4'4r 13 318" 12' 19.8 8 6-0 12 0.47 518" 9' 9 8' 6'4r 51r 9' 6-W 15 31W 12' 24.4 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2. IN ANY SEASON, SEDIMENT LEACHING FROM PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY BE OTHERWISE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. FILTER FABRIC MATERIAL IN CONTINUOUS OLLS USE STAPLES OR WIRE RINGS TO TTACH FABRIC TO WIRE WIRE MESH SUPPORT FENCE FOR FILTER FABRIC 1 FILTER FABRIC 2' I MIN. II fm II MIN. 8 X12 TRENC ---�+-- -- -- ----- -I---� II II 'r 6' MAX. I BACKFILL TRENCH WITH MIN. 3/4"-3" WASHED GRAVEL AND ON BOTH SIDES OF u FILTER FENCE FABRIC 2"X2"X5' WOOD POSTS, STANDARD, OR BETTER LINE FILTER MATERIAL IN 8"X12" TRENCH AND LEAVE MIN. 2" EXPOSED SILT FENCE SCALE NTS CALL 48 HOURS BEFORE YOU DIG 1 -800-424-5555 sake i--- ------I I t � ` J Goo � 3 1 4 WATO j �%Mt � o� Kv _ PROVIDE FLOOD PROOF COATING rock t 2'0 DRAINS i AT 12'O.C. = r GROUND SURFACE - `pffoa6edP4e b0 y� a � Gmail-Ates Williams Bulkhead Page 1 of 1 Gmil- I' l steve ates<builderates@gmail.com> bgC.4R5'�Iti' Ates Williams Bulkhead 2 messages steve ates <builderates@gmail.com> Tue, Sep 30, 2014 at 1:28 PM To: "Machut, Leonard S (DFW)" <leonard.machut@dfw.wa.gov> Cc: Bonnie WILLIAMS <WebeHaven@gmail.com> Hi Leonard, I attached the revised drawings, I've added the plantings to my draw and we've tried to be a little more exact on the distance from the lake but our problem is on my site and getting around the trees so its really hard to be anymore precise than this until we excavate. Please let me know what you think. Thank you Steve Ates Family Classic Homes 253-514-7724 builderates@gmail.com Ates,Williams revised to Leonard.pdf 894K Machut, Leonard S (DFW) <Leonard.Mach ut@dfw.wa.gov> Tue, Sep 30, 2014 at 6:06 PM To: steve ates<builderates@gmail.com> Cc: Bonnie WILLIAMS <WebeHaven@gmail.com> Steve, These look good. Considering present conditions at the two parcel, these plans would meet specifications for acceptance for review and permit processing. Len Leonard Machut Habitat Biologist Washington Department of Fish & Wildlife 600 Capitol Way N Olympia, WA 98501 (360)-602-0364 (office) (360)-280-3572 (cell) Sent from my Pad (Quoted text hidden] > builderates@g mail.com<mailto:builderates@gmail.com> > <Ates, Williams revised to Leonard.pdf> https://mail.google.corn/mail/u/0/?ui=2&ik=9840363d41&view=pt&q=leonard.machut%4... 10/2/2014 License #CCFAMILCH883JO Famil Classic Homes Page No. 1___of Expires:4/27/2015 60 NE Lake Dr Tahuya Wa 98588 360-275-0383 PROPOSAL PROPOSAL SUBMITTED TO TODAY'S DATE DATE OF PLANS/PAGE#'S Steve - - PHONENUMBER FAX NUMBER JOB NAME ADDRESS,CITY,STATE,ZIP JOB LOCATION 60 Ne Lake Dr Tahu a Wa 98588 We propose hereby to furnish material and labor necessary for the completion of: 1. Install Silt fence per county Specifications. 2. Excavate and remove existing bulkhead and dispose of debris. 3. Form and pour new concrete bulkhead per plans and County approval. 4. Backfill and restore vegetation to original condition as close as possible.4,895.00 plus tax We propose hereby to furnish material and labor- complete in accordance with above specifications for the sum of: Four Thousand eight hundred ninty five dollars dollars ( $ 4,895.00 ) Payment as follows: All material is guaranteed to be as specified. All work to be completed in a substantial workmanlike manner according to specifications submitted,per standard practices. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders,and will become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents or delays beyond our control. Owner to carry fire,tornado and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance.Accounts overdue beyond 30 days of billing will be charged at an interest rate of 18% per annum. Customer is also liable for an additional 2% of unpaid balance plus incidental collections costs,including attorney fees. If either party commences legal action to enforce its rights pursuant to this agreement,the prevailing party in said legal action shall be entitled to recover its reasonable attorney's fees and costs of litigation relating to said legal action,as determined by a court of competent jurisdiction. Authorized Note: this proposal may be withdrawn by us Signature if not accepted within 15 days. ACCEPTANCE OF PROPOSAL The above prices,specifications and Signature conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature Date of Acceptance WWW.THECONTRACTORSGROUP.COM&Diane Dennis Enterprises©2004 PROP-012.pdf Rev 10-04 L,ex".rrc /ttazW-� WOFW PoVV O �6v 66 z. 0 36`f 4s-6 ��6ratard &(Vcl Sot- -e ZRd Po gg366