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BLD2014-00342
� ()i`i rr,, DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street,Port Townsend,WA 98368 =� < Tel:360.379.4450 I Fax:360.379.4451 Web:www.co..efferson.wa.us communi develo.ment :rv "' E-mail:dcd(a�co ieffersonwa.us Sjf/-!AI C' CERTIFICATE OF OCCUPANCY PERMIT #: BLD14-00342 PHONE: 253-709-0055 APPLICANT: MICHAEL SAIA 7462 COYLE RD QUILCENE WA 98376 7462 COYLE RD Issue Date: 07/22/2015 SITE ADDRESS: QUILCENE, 98376 Final Date: 6/21/2017 Block: Lot SUBDIVISION: PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1w PROJECT DESCRIPTION: NSFR (sprinkler system added though BLD15-440) (if approved will rep ace = 8 -is , revision receive• • •ecrease •ec an• increase sfr by 180sq ft no change to footprint SEP10-0090 THE PROJECT LISTED ABOVE COMPLIES WITH THE REQUIREMENT OF THE BUILDING CODE 2012 EDITION. OCCUPANCY GROUP: R-3 TYPE OF CONSTRUCTION: 5N SPRINKLER SYSTEM Yes THE PROJECT PASSED ITS FINAL INSPECTION AND RECEIVED FINAL SIGN OFF ON 6/21/2017 Acting Building Official, Patty Charnas 6/21/2017 \\tidemark\data\forms\F_BLD_Occupancy.rpt BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD Issue Date 7/22/2015 QUILCENE, 98376 Expiration Date 7/22/2016 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1V\ CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360)434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2016 PROJECT DESCRIPTION: NSFR (if approved will replace BLD12-00242) revision received 5/6/15 decrease deck and increase sfr by 180sq ft no change to footprint SEPI0-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,487 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 230 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PWELL Type Amount Paid By: Date: Receipt: BEDROOMS: BATHROOMS: Permit $3,892.00 SRE 09/22/14 151537 Exist Exist: Plan Check $2,529.80 SRE 09/22/14 151537 Prop: 2 Prop: 4 State Building Code $4.50 SRE 09/22/14 151537 Total: 2 Total: 4 Potable Water Application $67.00 SRE 09/22/14 151537 Permit $78.00 SRE 05/06/15 155975 Plan Check $156.00 SRE 05/06/15 155975 Plan Check $156.00 HAC 07/22/15 156320 Total: $6,883.30 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 Jefferson County Building Division Permit Number: BLD14-00342 Applicant: SAIA 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 5/12/2015 Erosion Control 5/12/2015 Foundation Footing 5/12/2015 Foundation Footing redesign of foundation: see revision in plans Footing Drains Foundation Stem Wall 6/9/2015 Underground Plumbing 7/9/2015 ��-�U , !r, �T4. 00' Under Floor Framing ' 46Yi--sul o fecir-RI.mr 10-)"-,s1"/ Straps(hold downs) -112)4 0,2 0/7-4--fro Ci(CK de -4-4/.5 -S' 9-/ fgIt-Z S; ►sus OK 7- 5Ext. Shear Wall Nailing it/�,/i/5 /'',4� Rough-in Plumbing 2-/2-i / , /o01).‘ , Shower Pan N ''D tAiiv►n444 6 itt /pA-yer Ps`1 Framing 4iJib Ceixrrpo Ale ec5". /e//'g//5", Blocking Airseal 17 Insulation:Walls /* 1 t 7 Insulation: Floors 420/17 9--z Insulation: Ceiling 62) qI-7 Int. Shear Wall Nailing #,[ Dit< r 45 ft/ - ' g&i..)6 Pr)1) f21,6f�5 +' Wallboard Nailing ) J,ç, /9.• Gas Line: Interior 2,1 2.-/4 3k, ,s' Ri/ Gas Line: Exterior Propane Tank � �ae�S��NG /�e7tG' cc • /�/iie 1(.� /.C�i�s�{ ' Heat/Chimney Clearance j AvisM M-s 4`�`'� 7a/Z,4-s - v/1-t-ti 4090. -1 rl .rc �o t1,C ,;//b/i6 Heat/Chimney Clearance (IA �t5 .,5\61 {t i sVk\l l off \ilat 14x,1,-,lcotr Mechanical Systems (410 11. Duct Test Cert Blower Airtight Test (0) 10 Smoke&CO l p� Drywell/Alt Drainage 10 14cAlk ' pk 1 GNDINCPt I4NN lam 477-"At- /llsy (e� !� .� cturk Or arL eA7u►o bit A1771,14' s � Address Posted Septic System Finaled Septic System Finaled A final inspection will not be scheduled until 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 I 0-24-1 I '� I FINAL INSPECTION iUST BE APPROVED PRIORR TO DING BEING OCCUPIED THIS PERMIT IS VALID FOR YEAR • CONDITIONS for Building Permit# :BLD14-00342 1.) The existing well for this development lies within the WRIA 17. An existing residence prior to the rule used this well, providing sufficient evidence that the well is exempted and not subject to the in-stream flow rule for domestic use, metering, and exempt well irrigation. 2.) 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. 3.) The site plan, as submitted with the building application on November 13, 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 February 23, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for a building permit and shoreline expemption permit to construct a single-family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 5.) This project was reviewed and approved as a shoreline exemption under JCC 18.25.560(8). 6.) dlf \\tidemark\data\forms\F_BLD_Perm it_Bldg.rpt 7/22/2015 • • Jefferson County Building Division Permit Number: BLD14-00342 Applicant: SAIA 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 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 5171 f p' Erosion Control .0/15 Z.C� rijo Foundation Footing {tiC ),es- ,517//1— , '62-4c Footing Drains 7/9 Foundation Stem Wall Underground Plumbing 4/1 „7/qJ,Sd{ �,�' B�, 4r 7fT f 6 V 4� / u / Under Floor Framing Straps(hold downs) Ext.Shear Wall Nailing Rough-in Plumbing Shower Pan Framing Blocking Airseal Insulation:Walls Insulation:Floors Insulation:Ceiling Int.Shear Wall Nailing Wallboard Nailing Gas Line: Interior Gas Line:Exterior Propane Tank Heat/Chimney Clearance Heat/Chimney Clearance Mechanical Systems Duct Test Cert Blower Airtight Test Smoke&CO Drywell/Alt Drainage Address Posted • • CONDITIONS for Building Permit# :BLD14-00342 1.) The existing well for this development lies within the WRIA 17. An existing residence prior to the rule used this well, providing sufficient evidence that the well is exempted and not subject to the in-stream flow rule for domestic use, metering, and exempt well irrigation. 2.) 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. 3.) The site plan, as submitted with the building application on November 13, 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 February 23, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for a building permit and shoreline expemption permit to construct a single-family residence only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 5.) This project was reviewed and approved as a shoreline exemption under JCC 18.25.560(8). 6.) dlf \\tidemark\data\forms\F_BLD_Permit_BIdg.rpt 2/25/2015 • le BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD14-00342 Received Date: 9/22/2014 Issue Date 2/25/2015 QUILCENENE,, 98376 SITE ADDRESS: 7462 COYLEExpiration Date 2/25/2016 PHONE: 253-709-0055 OWNER: MICHAEL SAIA 7462 COYLE RD QUILECENE WA 98376 Block: Lot: 1 UB SCIVISIOM: Section: 34 Township: 27 N Range: 1V\ PARCEL NUMBER: 701341001 CONTRACTOR: F� CONSTRUCTION CO PHONE: (360) 434-0717 0. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2016 PROJECT DESCRIPTION: NSFR (if approved will replace BLD12-00242) SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,307 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: PROEEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: SHORELINE: CONST TYPE: 5N GARAGE: SETBACK: CONST TYPE: DECK: 410 BANK HEIGHT: SEWAGE DISPOSAL: ALT Type Amount Paid Bv: Date: Receipt: WATER SYSTEM: 1 PW ELL Permit $3,892.00 SRE 09/22/14 151537 BEDROOMS: BATHROOMS: Plan Check $2,529.80 SRE 09/22/14 151537 Exist: Exist: Prop: 2 Prop: 4 State Building Code $4.50 SRE 09122/14 151537 Total: 2 Total: 4 Potable Water Application $67.00 SRE 09/22/14 151537 Total: $6,493.30 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 411 PLACED WITH A CONTROLLED RANDOM LAYOUT. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. END JOINTS SHALL BE CONNECTED WITH 10 GAUGE METAL SPLINES DRIVEN INTO PRE-CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN. A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED FLOORS BELOW. SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 1O'-O" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON-CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER (HOT-DIP GALVANIZED) ANCHOR BOLTS @ 4'-0" ON-CENTER EMBEDDED 7" MINIMUM WITH 1/4" x 3" x 3" (HOT-DIP GALVANIZED) PLATE WASHERS, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS QF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @ 12" ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE,' 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/16) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN- SUPPORS TED ON- CENTERES) AND TO ALL INTERALLOW 1/8" SPACING ATSTUDS ALLAND PANELBLOCKING EDGES AND WITH 8d PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON-CENTER UNLESS OTHERWISE NOTED. D. TONGUE-AND-GROOVE STRUCTURAL ROOF AND FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE- NAILED WITH ONE 16d NAIL PER PIECE PER SUPPORT. 3X AND 4X DECKING SHALL BE TOENAILED WITH ONE 40d NAIL AND FACENAILED WITH ONE 60d NAIL PER SUPPORT. COURSES SHALL BE SPIKED TOGETHER WITH 8" SPIKES @ 30" O.C. (MAXIMUM) AND @ 10" (MAXIMUM) FROM THE END OF EACH PIECE. SPIKES SHALL BE INSTALLED IN PREDRILLED EDGE HOLES. ALL DECKING SHALL BE • 111 TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS (NAILS, SCREWS, BOLTS AND ANCHOR BOLTS) AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 9.14 LUMBER AND PLYWOOD NOTED AS FIRE RETARDANT TREATED (FRT) SHALL BE PRESSURE TREATED WITH "DRICON" FIRE RETARDANT CHEMICALS OR EQUAL WITH FOLLOW-UP INSPECTION PROVIDED BY UNDERWRITERS LABORATORIES, INC. EACH PIECE SHALL BEAR THE "UL" LABEL OR IMPRINT CERTIFYING A CLASS A/ CLASS I FLAMESPREAD RATING, AN INTERIOR TYPE A PRODUCT AND KILN DRIED AFTER TREATMENT (KDAT) . EACH PIECE SHALL CARRY A NATIONAL EVALUATION SERVICES REPORT NUMBER. 9.15 TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LU" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL DOUBLE-2X JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "HU" SERIES JOIST HANGERS. ALL DOUBLE-TJI JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 9.16 WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: `��/ f� SIZE LENGTH DIAMETER In)E 2" 0.113" � i 6d � 8d 2-1/2" 0.131" ft- 7rjfn ' 10d 3' 0.148" 2 2 2n I, 12d 3-1/4" 0.148" iU 16d BOX 3-1/2" 0.135" 1 I 16d SINKER 3-1/2" 0.148" I 16d COMMON 3-1/2" 0.162" �i °ur iLFNT___.. IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" DIAMETER AND SMALLER LAG SCREWS. 9.17 WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: III 411 . SHALL BE ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3,000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. GLULAM COLUMNS SHALL BE DOUGLAS FIR COMBINATION #5. 9.3 MANUFACTURED LUMBER, PSL, LVL, AND LSL SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, LSL AND TJ INSULATED LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL (2.OE) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL (1.9E) Pb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL (1.55E) Fb = 2250 PSI, E = 1550 KSI, Fv = 310 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRU -JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 9.5 PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEBJOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I.C.B.O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 9.10 PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD DOFF ��9 EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USIID N f .� �, � .. ` ' � OF PLYWOOD. 1 \,,,,) r !asl ` 1ROOF SHEATHING SHALL BE 5/8" (NOMINAL) WITH SPAN RATING 40/20. I !. fl IN PR �� FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. � !i �! WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/16. NT REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 9.12 ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE- TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. SODIUM BORATE (SEX) 1. EITHER AISC-LRFD, AISC 355, OR AISC-HSS AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. 8.2 WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, Fy = 50 KSI. OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A307. MASONRY OR DED BOLTS OR 8.5 A36 THREADED ASTMROD BWITH DANN ALL ANCHORS 563 HEAVYCONCRETE HNUTHBEALL TACKWELDED ONATHE EMBEDDED END. 8.9 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. WOOD 9.1 FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM-FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI (2X, 3X & 4X HEM-FIR NO. 2 PRESSURE TREATED MINIMUM BASE VALUE, Fb = 850 PSI MEMBERS) BEAMS: (INCL. 6X AND LARGER) DOUGLAS MINIMUM BASEL VALUE,ARCH Fb = 1350 PSI (6X AND LARGER HEM-FIR NO. 2 PRESSURE TREATED MINIMUM BASE VALUE, Fb = 675 PSI MEMBERS) POSTS: (4X MEMBERS) DOUGLAS FIR-LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (4X PRESSURE HEM-FIR NO. 2 TREATED MEMBERS) MINIMUM BASE VALUE, Fc = 1300 PSI (6X AND LARGER) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI (6X AND LARGER HEM-FIR NO.2 PRESSURE TREATED MINIMUM BASE VALUE, Fc = 575 PSI MEMBERS) DECKING: (2X_ TO 4X_) DOUGLAS FIR-LARCH COMMERCIAL DEX MINIMUM BASE VALUE Fb = 1450 PSI 2 X 4 STUDS, PLATES & MISC. FRAMING: DF/L OR HF STUD GRADE 2 X 6 STUDS, PLATES & MISC. FRAMING: DF/L OR HF #2 L BE D IN 9.2 GLUED EACHERS MEMBERLSHALLFBEARCANEA.I.T.C. IDENTIFICATIONENASTM LAMINATED AITCMARK AND 111 • ir [L-,-- ,,---, rr-'! il \-\\ /7 F:1-7- I D r EQUAL FORMED AS AN EXPOSED EYE EXTENDEDING NOT LESS THAN 1/2" BEYONL7' THE FACE OF THE BACKING. THE LEGS OF THE LOOPS SHALL NOT BE LESS THAN 6" IN LENGTH BENT AT RIGHT ANGLES AND LAID IN THE MASONRY MORTAR JOINT. EYES OF THE LOOPS SHALL BE SPACED NOT MORE THAN 12" O.C. IN EACH DIRECTION. THREAD 0.1055-INCH CORROSION-RESISTANT WIRE OR EQUAL THROUGH THE EXPOSED LOOPS FOR EVERY 2 SQAURE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP WITH LEGS NOT LESS THAN 15" IN LENGTH BENT AND LAID IN THE STONE VENEER MORTAR JOINT. THE LAST 2" OF EACH WIRE LEG SHALL HAVE A RIGHT ANGLE BEND. ONE INCH OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER. 7.7 STONE VENEER, 10" MAXIMUM THICKNESS WITH STUD WALL BACKING, SHALL BE ANCHORED TO BACKING WALLS PER SECTION 1405.6 OF THE INTERNATIONAL BUILDING CODE. ANCHOR 2"-BY-2" 0.0625-INCH CORROSION RESISTANT WIRE MESH INTO WOOD STUDS SPACED AT 16" ON-CENTER WITH 2" LONG CORROSION-RESISTANT STEEL WIRE FURRING NAILS AT 4" O.C. INTO THE STUDS AND 8d COMMON NAILS AT 8" O.C. INTO THE TOP AND BOTTOM PLATES. THREAD 0.1055-INCH CORROSION-RESISTANT WIRE OR EQUAL LOOPED THROUGH THE MESH FOR EVERY 2 SQAURE FEET OF STONE VENEER. THIS TIE SHALL BE A LOOP WITH LEGS NOT LESS THAN 15" IN LENGTH BENT AND NT. LAST 2" SLAID N TE HALLIHAVEHA RIGHTEANGLEERBEND. ONE OIINCH OFECEMENT GROUT SHALL WIRE BEPLACED BETWEEN THE BACKING AND THE STONE VENEER. 7.8 MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED OF GRADE N, TYPE I UNITS, CONFORMING TO ASTM C90, LAID UP IN RUNNING BOND. MORTAR SHALL BE TYPE "S" PER TABLES 2103.7 (A)&(B) OF THE IBC. GROUT SHALL CONFORM TO IBC REQUIREMENTS AND ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. DESIGN f'm=1500 PSI. CONSTRUCTION OF MASONRY FIREPLACES AND CHIMNEYS SHALL MEET THE REQUIREMENTS OF IBC SECTIONS 2111 & 2113. UNLESS NOTED OTHERWISE, REINFORCE WITH (4) #4 VERTICAL BARS (ONE EACH CORNER) FOR CHIMNEYS AND FIREPLACES UP TO 40 INCHES WIDE. ADD (2) #4 VERTICAL BARS FOR EACH ADDITIONAL 32 INCHES OR FRACTION OF WIDTH OR FOR EACH ADDITIONAL FLUE. THE BARS SHALL EXTEND THE FULL HEIGHT OF THE CHIMNEY. THE BARS SHALL BE TIED HORIZONTALLY AT 16" INTERVALS WITH NOT LESS THAN 1/4" DIAMETER STEEL TIES. PROVIDE (2) #4 VERTICAL EACH SIDE OF OPENINGS. PROVIDE (2)#4 HORIZONTAL BARS IN BOND BEAMS AT TOPS OF WALLS, AT ROOF AND FLOOR LEVELS, AND ABOVE AND BELOW ALL OPENINGS. EXTEND REINFORCEMENT AROUND OPENINGS 2'-0" BEYOND FACE OF OPENING. IF 2'-0" IS UNAVAILABLE EXTEND AS FAR AS POSSIBLE AND HOOK. HOOK ALL REINFORCING INTERRUPTED BY OPENINGS. VERTICAL REINFORCING SHALL BE CENTERED IN WALL. PROVIDE ELBOW BARS TO LAP HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS. FILL ALL CELLS CONTAINING REINFORCEMENT OR EMBEDDED ITEMS AND ALL CELLS BELOW GRADE WITH GROUT. PROVIDE CLEAN OUT HOLES AT BOTTOM OF ALL CELLS CONTAINING REINFORCEMENT. DOWEL VERTICAL REINFORCING INTO FOUNDATION TO MATCH VERTICAL BARS. FOUNDATIONS FOR FIREPLACES AND CHIMNEYS SHALL BE PLACED ON SUITABLE SOIL A MINIMUM OF 18" BELOW EXTERIOR GRADE. THE CONCRETE FOOTING SHALL BE 12" THICK AND EXTEND A MINIMUM OF 6" BEYOND EACH FIREPLACE WALL. REINFORCE WITH #4 BARS @ 18" 0/C EACH WAY TOP AND BOTTOM. ANCHOR CHIMNEY AT EACH FLOOR AND ROOF. UNLESS OTHERWISE SPECIFIED, ANCHORAGE SHALL CONSIST OF TWO 1/4" x 2" STEEL STRAPS CAST AT LEAST 12" INTO EACH FACE OF THE CHIMNEY WITH A 180 DEGREE BEND AND A 6" EXTENSION AROUND THE VERTICAL REINFORCING BARS IN THE OUTER FACE OF THE CHIMNEY. EACH STRAP SHALL BE FASTENED TO THE JOISTS OR BLOCKING WITH A MINIMUM OF (2) 1/2" DIAMETER BOLTS. STEEL 8.1 STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: III III AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-02, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UN1 ' .SS�5 SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. .,_ :: "1 i tl 5.8 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: t '; ,. . FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSE TO EARTH1-1/2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) SLABS AND WALLS (INT. FACE) . . . .GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" 5.10 CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST-IN-PLACE AND PRECAST. 5.13 NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM) . ANCHORAGE 6.1 EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "STRONG-BOLT" ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED INSTRICT CONFORMANCE TO ICC-ES REPORT NO. 1771, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SPECIAL INSPECTION IS REQUIRED FOR ALL EXPANSION BOLT INSTALLATION. 6.2 EPDXY-GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS INTO EXISTING CONCRETE AND GROTED CMU SHALL BE INSTALLED USING "SET-XP" EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 2508. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. 6.4 SCREW ANCHORS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE "TITEN HD" HEAVY DUTY SCREW ANCHORS AS MANUFACTURED BY SIMPSON STONG-TIE. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH ICBO, OR ICC REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 1056. 6.5 CONCRETE AND MASONRY SCREWS SHALL 'TITEN SCREWS' AS MANUFACTURED BY SIMPSON STONG-TIE. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MASONRY 7.6 STONE VENEER, 10" MAXIMUM THICKNESS WITH CONCRETE OR MASONRY BACKING, SHALL BE ANCHORED TO BACKING WALLS PER SECTION 1405.6 OF INTERNATIONAL BUILDING CODE. ANCHOR TIES SHALL BE 0.1055-INCH CORROSION-RESISTANT WIRE OR • ire== , � r-:-. THE FOLLOWING CAPACITIES: I 1` (c-Th r INSIDE FINAL DRIVING FINAL DRIVING FINAL DRIVING ALLOWABLE PILE 650# 800# 1,100# COMPRESSIVE DIAMETER HAMMER HAMMER HAMMER CAPACITY ! 3 INCH 12 SEC/INCH 10 SEC/ INCH 6 SEC/INCH 6 TONS 4 INCH 20 SEC/INCH 15 SEC/INCH 10 SEC/INCH 10 TONS THE REFUSAL CRITERIA INDICATED IN THE ABOVE TABLE ARE VALID ONLY FOR PIPE PILES THAT ARE INSTALLED USING A HYDRAULIC IMPACT HAMMER CARRIED ON LEADS THAT ALLOW THE HAMMER TO SIT ON THE TOP OF THE PILE DURING DRIVING. IF THE PILES ARE INSTALLED BY ALTERNATIVE METHODS, SUCH AS A VIBRATORY HAMMER OR A HAMMER THAT IS HARD MOUNTED TO THE INSTALLATION MACHINE, NUMEROUS LOAD TESTS TO 200 PERCENT OF THE DESIGN CAPACITY WOULD BE NECESSARY TO SUBSTANTIATE THE ALLOWABLE PILE LOAD. THE APPROPRIATE NUMBER OF LOAD TESTS WOULD NEED TO BE DETERMINED AT THE TIME THE CONTRACTOR AND INSTALLATION METHOD ARE CHOSEN. AS A MINIMUM, LOAD TESTS ON 20 PERCENT OF THE PILES IS TYPICAL WHERE ALTERNATIVE PILE INSTALLATION METHODS ARE USED. PILE LOAD TESTING AND INSPECTION SHALL BE AS DIRECTED BY THE SOILS ENGINEER. CONCRETE 5.1 CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906, AND ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: TYPE OF CONSTRUCTION 28 DAY MAXIMUM ABSOLUTE STRENGTH WATER- CEMENT RATIO (f'c) NON-AIR ENTRAINED AIR ENTRAINED CONCRETE CONCRETE A. SLABS ON GRADE 2,500 PSI 0.58 0.46 B. ALL STRUCTURAL CONCRETE 3,000 PSI 0.58 0.46 5.2 THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FLYASH, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST-RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 5.4 REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1) , GRADE 60, fy = 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 5.7 DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI 315-92 AND 318-02. LAP ALL CONTINUOUS REINFORCEMENT #5 111 S ( w (� 1.9 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TOT-FIELD j ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING`, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY i THE SUPPLIER_ 1.10 SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS T GLUED LAMINATED MEMBERS STRUCTURAL STEEL APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPARTMENT. 1.11 SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. QUALITY ASSURANCE 2.1 SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION MASONRY CONSTRUCTION PER TABLE 1704.5.1 EXPANSION BOLTS AND SCREW ANCHORS PER MANUFACTURER EPDXY GROUTED INSTALLATIONS PER MANUFACTURER GEOTECHNICAL 3.1 FOUNDATION NOTES: PROVIDE PILES AS INDICATED ON PLAN. PREPARE SUB-SLAB PER SOILS ENGINEER'S RECOMMENDATIONS. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. SOILS ENGINEER: STEVE LUXTON - NTI ENGINEERING. 3.4 THREE OR 4 INCH DIAMETER PIPE PILES DRIVEN WITH A 650 OR 800 OR 1,100 POUND HYDRAULIC JACKHAMMER TO THE FOLLOWING FINAL PENETRATION RATES MAY BE ASSIGNED 4111 • - -. GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans)) CRITERIA SHALL THE 1.1 ALL NGS, SPECIFICATIONS, ANDNSHIP, IGTHEANINTERNATIONALLN BUILDINGCODEETO (2012 DRAWINGS, EDITION) . 1.2 DESIGN LOADING CRITERIA 25 PSF ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF FLOOR LIVE LOAD (RESIDENTIAL DECKS) WIND . . . .RISK FACTOR = II, Kzt=1.0, GCpi=0.18, 110 MPH, EXPOSURE "C" EARTHQUAKE: 1. SEISMIC IMPORTANCE FACTOR = 1.0, RISK FACTOR = II 2. Ss = 1.205, S1 = .441 3. SITE CLASS = D 4. Sds = .818, SD1 = .459 5. SEISMIC DESIGN CATEGORY = D 6. LATERAL SYSTEM: LIGHT-FRAMED SHEAR WALLS 7. BASE SHEAR V (ASD) = 18.79 KIPS 8. Cs (ASD) = 0.08989 9. R = 6.5 10. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE SEE PLANS FOR ADDITIONAL LOADING CRITERIA 1.3STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS ANDCONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1.4 CONTRAION0 SHALL S PRIOR TORICOMMENCINGEXISTING WORKDIMENALLONDIMENSIONS OFSIZES, EXISTING CONDIT CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. L 1.5 CONCTOR SHALL UNTILPALLIDE FINALMCONNECTIONSRACING HAVEFOR BEENTHE COMPLETEDSTRUCTURE AND INACCORDANCE COCOMMPO WITH THE PLANS. 1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, TY NOTE, CTORRRECTOR OTHER ENTITIES OR PERSONSSATETHEDPROJECTCIES SITETO THE OWNER, CONTRA 1.7 CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT ANESRSHOWNAONESHOPNGINEDRAWINGSAPPROVAL WILLPRIOR NOTTSATISFYFABRICATION REQUIREMENTCTION. CHANG 1.8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS DHAPPROVALSIMILAR THEDETAILS ARCHITTECTCONSTRUCTION STRUCTURALEENGINEERSUBJECT TO REVIEW AN 4, . d or rlcAtIQN APPLIXNCE SOPPt€MEUTNW RECORD QE IP4 PECTIOP4 AND TESTING 100.100010110 Sue Paw i wit. (41 110 1101 Geoviwitori NOW i ' 410 *Lobed toi Supplitors***Plot.011. roe .._._ 1 PRQP t$ Y INSVIIrtiMAT1ON k -Ir i'410,2 LL PIP..064(0102.101........,.........----. _ - 2. tiCitrICACION APPTEST M.P. WOO"IN110 Li**,_iiit*.14ssoi Wire test lirembia MAW. **STEM!SO*hi tkU►nu VT%7111.11 WORM t 'g 3 . Auksti tiiit IA writ 4.46.1.0-...,,,,,,,,,.....* f I AV 04 161 0 C,- 0 - 00. . WM.fIrpidlit f 11w wars* `.ayea.�10mir.II #41910w 0a oareagoromplos yr -- d rar e Paport.041.4#41,440,4 v - -'P C /C3- - 4 //SG - 3.?`z- 7.1f- - ! 7� `A (;—/- 4._ ache. (;,. /O ,• 4 / �/ -T-b*/5 4ila7/ 6e4,;84„-t7ez9, /ae07."- tom` „ � , fir C3-34) 62-}t77 49 7e ;ee 767-) F G�, /14?-z- 4./.-s-/ 4 „;4_, 1 REVISED JUN 232016 JEFFERSON COUNTY DOD LaMont Design, Inc. Pio(ss�oalsM«Co,poaevo 2I 20 NE Sawdust Nill}load roulsbo,WA. 9$370 Ph: (560)779-7227 ll.� Ci�--+ U V201 6 AUG 1 8 2016 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT To whom it may concern: On July 14 201 6 I made a site visit to the 5aia Residence located at 7+62 Coyle Road,Quilcene,Washington. I met with Mike 5aia the owner and Dan Nieman the General Contractor. At this time a made a review of the project construction and found that in my opinion the project was constructed in compliance with the intent of the design. in erely, Wayne La Mont,Architect LaMont Design, Inc. Page I of 1 Cc: Donna Frostholm <DFrostholm@co.jefferson.wa.us>; Mary Cecil<mcecil@co.jefferson.wa.us>; Haylie Clement <HClement@co.jefferson.wa.us>; niemanconstructioninc@msn.com Subject: FW: BLD14-342: LP gas tank permit Hey Jim Would you require a new permit or can we modify the existing permit-and add revision fee's How many inspections would you require for underground propane tank Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St., Port Townsend, WA 98368 Mon-Thurs 9am -4:30pm, closed from 12-1 Ph: 360-379-4452 Fax: 360-379-4451 sellis@co.jefferson.wa.us http://www.co.jefferson.wa.us Original Message From: Donna Frostholm Sent: Wednesday,June 15, 2016 12:01 PM To: Daniel Nieman <niemanconstructioninc@msn.com> Cc: Mike Saia <mountainhighl@comcast.net>; Mary Cecil<mcecil@co.jefferson.wa.us>; Sally Ellis <SEllis@co.jefferson.wa.us>; Haylie Clement<HClement@co.jefferson.wa.us> Subject: RE: BLD14-342: LP gas tank permit Hi Dan: Based on a quick glance,we do not see a reason why he would not be able to install a tank in that location. Building division has already completed the residential utilities inspection so you would need to apply for a new mechanical permit(rather than revising the existing building permit). With the submittal, please have Jon Adkins with Excel Tech prepare a memo stating whether or not any of the mitigation plantings would be affected by installation of a new underground tank. If these plants will be disturbed temporarily or permanently,the mitigation for that disturbance should be addressed in his memo. Regards, Donna Frostholm Jefferson County DCD Original Message From: Daniel Nieman [mailto:niemanconstructioninc@msn.com] Sent: Monday,June 13, 2016 2:08 PM To: Donna Frostholm<DFrostholm@co.jefferson.wa.us> Cc: Mike Saia <mountainhighl@comcast.net> Subject: BLD14-342: LP gas tank permit Hi Donna, My client, Mike Saia, would like to install an additional 1000 gallon underground LP gas tank for a back up generator. Ideally,we would like to place this proposed tank approximately 20'from the existing tank as shown in the attached drawing/picture. 2 Mary Cecil From: Mary Cecil Sent: Thursday,June 16, 2016 9:51 AM To: niemanconstructioninc@msn.com Cc: Donna Frostholm; Sally Ellis Subject: RE: BLD14-342: LP gas tank permit Dan, After some discussion within the building department it was agreed the additional underground propane tank could be added to the existing building permit with a revision fee, instead of opening the new permit. Please let me know if you have additional questions. Best regards, Mary Cecil Plans Examiner Dept of Community Development 621 Sheridan St Port Townsend, WA 98368 ph: 360-379-4461 fax: 360-379-4451 mcecil@co.jefferson.wa.us All e-mail sent to this address has been received by the Jefferson County e-mail system and is therefore subject to the Public Records Act, a state law found at RCW 42.56. Under the Public Records law the County must release this e-mail and its contents to any person who asks to obtain a copy(or for inspection) of this e-mail unless it is also exempt from production to the requester according to state law, including RCW 42.56 and other state laws. Original Message From: Donna Frostholm Sent: Wednesday,June 15, 2016 3:20 PM To: Sally Ellis<SEllis@co.jefferson.wa.us>;Jim Coyne <jimc@co.jefferson.wa.us> Cc: Mary Cecil <mcecil@co.jefferson.wa.us>; Haylie Clement<HClement@co.jefferson.wa.us>; niemanconstructioninc@msn.com Subject: RE: BLD14-342: LP gas tank permit Just so you know, I checked with Mary and a new permit is needed because they are far enough along with the BLD that she determined he should get a new permit instead of a revision to the existing. Original Message From: Sally Ellis Sent: Wednesday,June 15,2016 3:12 PM To:Jim Coyne<jimc@co.jefferson.wa.us> 1 S z i I e -11-- 51z___ '-g`'147-- /,f it-�r cW - c ' i-p \\L r------------'tO , n { SEP - 1 2015 y L�{ q Fri JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT .1 a� ti t^ t Ft -- I' r 1..0 0 o 3� 0 a, s ,� I 4 Drive ,aY t 4 i' .' c 1.5 fa fD G �oUse --- r Ido N�c2" pacolo th path oat — 1 9/1/2015 $414" Outlook.com Print Message Close Print FW: Saia Infiltration Trench From: Jon Adkins (jadkins@xltech.com) Sent: Fri 3/20/15 11:21 AM To: NiemanConstructionlnc@msn.com (NiemanConstructionlnc@msn.com) Cc: Mike Saia(mountainhighl@comcast.net) (mountainhighl@comcast.net); Josh Ranes (jranes@xltech.com) 1 attachment SAIA drainage plan- JMR Comments - 2015-03-20.pdf(16568 KB) Dan, See comments below from Josh Ranes, our stormwater designer on this project. I would add that the existing concrete in the former pond should be broken up to allow infiltration downward through the soil. Otherwise, Mike may end up with a muddy spot throughout much of the year. Jon Adkins 0 V ��, Li ! SEP - 1 2015 i1 Exeltech Consulting ' I! 1 L1 yl J office: 360.357.8289 cell: 206.459.2881 JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT From:Josh Ranes Sent: Friday, March 20, 2015 11:13 AM To:Jon Adkins Subject: RE: Saia Infiltration Trench If they are going to re-grade the area to have positive drainage that actually will keep the water dispersed then I see no issues with it. They are also staying beyond the setbacks. Since we are not designing this change and is a field fit they hold the liability of it not functioning properly or meeting the Counties requirements. Joshua Ranes, PE Civil Project Engineer 1/4 https://bay174.mail.live.com/ol/m ai I.m v c/P r i ntM e s s ages?m kt=en-us 6.6c-€.7 evo ft+A*J / (, 6) 7—f_44,--6 eva- fativ .. -'e•'- U 6 U ° - 04 _ S . i•-• � • s - (,). - -roe & Ecom • �P(4tD1.► jL. l'-V as, „4„,,,...04 ce)c, , Pie. Pc. 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A '2IS3NION3 S1IOs SHL Aa a3 L3 IIa SV as TT1HS NOISO3dSNI aNK ONILS31 avo'I S'IId 'Gam DIV saOHI3W NOLLLK avIsNI 3`IIa 3AIIVN2i3s'II 3213m IV IdAL SI mid 3H1 30 ZN3o213d 03 NO S LS3LL a`do'I 'WORININ K SH 'masa-Lip 32nd =maw NOIvd'IT3ZSNI (NV 210s0V LNO0 3HZ awn. 3111 Zti a3NIW2 aIao IS OZ a33N UZnoM SZs3s QKol 30 213EWUN alvI21aOuaaw 3H1 'avo'I 3'IIa 3'ISKMOTIV 3x1 3LVI1NKIsSns OLL A21KSS3ZXN aa a'InoM A.LI3VdV0 NsIS3Q 3HZ 3O ZN3o2i3a o03 0,1 s1s3,L a11o'I sno2i3WnN '3NIHOKW NOIIVTIVISNI 3HS os a3LLNnoW a2IVH SI IVHI 213WWKH K 2IO 213WWKH A8O1V IHIA V SV HODS 'SOOHI H 3AIIVN2i3ZTd AH a3TWLSNl 3 W S3'IId SILL 3I 'ONIAIHO ONI2ifla 3'IIa 3xL 3o dOl aim, NO IIS 01 2I3WWVH 3HZ MOTIV IVHI SGK3'I NO a3I21UV0 213WWKH OTIOVUGAH V ONISO Q3TIV LSNI 32N .IVHI S3`IIa SdId 2103 A'INO -aI'IKA 32IV 3'IIVs 3AOVV 3H1 NI GAIVOIQNI KI2IaII210 7vsn332I 3H1 SNOI OT HONI/OSS OT HONI/OSS ST H3NI/03S 03 HONI 6 SNOI 9 HONI/OSS 9 HONI /OSS OT HONI/oas ZT HONI E AII3VaVO 2I3WWIH 2I WWVH 213WAVII 213s3NKIa 3nIss32IdWOO *00'1'1 *008 I0S9 HIId 3'IvvMOTIV ONIAI21a TINI3 ONIAI2IQ Tc1NI3 ONIAI21a Ti1NI3 3UISNI sS3ILLI3VdYO ONIMOTIO3 3HI a3NOISSV 3S AVW S31V'd NOTIVUIaN3d Ta'NI3 ONIMOTIO3 3H1 01 HAW/BMW' OI'IQV IQAH ONUOd OOT'T 2i0 00B 210 oS9 K HZIM N1AI2Ia s3'IIa aaIa 2IaL2WKIa HONI 6 2I0 332iHs 6'E 'ONI2133NION3 I.LN - NOIXna 3A3ZS =2i33NIONS S'IIOS 'SOKNIV 1U aova iQSHnS 2103 30IA02Ia ONV TII3 2irdIONKSO 'ONINI'd21a 33213 HZIM STIVM ONINIVS32I TIV UNIH3S TIILNOVE SNOIJ G 00321 S 1 dSaMIJNa MOSHad 321Vd321d 'N qd NO UILLVOIQNI SV S3IIdUIA021d :SHION NOI LVcNno3 T'E IK3INHOSIoa • 410 iq - - (42____ Saia Residence Revision Narrative: Residence located at 7462 Coyle Road,Quilcene,WA. () 1) Soil conditions at the site required a redesign of the foundation to include pin piles as indicated on the revised foundation plan k.-') 2) Owner revisions include; movin the south wall of the great room to the south to incorporate .\v some area of the deck, relocating the masonry fi ` ace to the south approximately 3', re g windows from the north wall, relocating some interior noxi=bearing partition walls,and revision the el atrT o accommodate the selected model. BUILDING PERMIT APPLICBLD14-00342N Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1't CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360) 434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2016 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR (if approved will replace BLD12-00242) revision received 5/6/15 decrease deck and increase sfr by 180sq ft no change to footprint SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,487 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: R-3 UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: 5N SHORELINE: GARAGE: SETBACK: CONST TYPE: DECK: 230 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 4 Total: 2 Total: 4 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,892.00 SRE 09/22/14 151537 Plan Check $2,529.80 SRE 09/22/14 151537 State Building Code $4.50 SRE 09/22/14 151537 Potable Water Application $67.00 SRE 09/22/14 151537 Permit $0.00 SRE 05/06/15 Plan Check $0.00 SRE 05/06/15 Total: $6,493.30 \\tidemark\data\forms\F_BLD_App_Bld.rpt 5/6/2015 Standard Conditions for Residen.Development in Jefferson County . LIGHTING: Lighting fixtures shall be designedttand hTheendto ten prevent or brightness of all lighting, during directly visible from outside the boundaries of property. 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. shall e stored 4. UNLICENSED VEHICLES: Not more than ll n s andrn hts-of wvehicles Such bcreen ng shall mlot eet all applicable screened from view of neighboring dwe g 9 performance and development standards Screeningtshall mdistrict eet the requirements of Chaptep 18 30 JCC be in keeping with the character of the area. 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. ect to the performance et standardso this the permit Jeffe sonshall County Shoundertaken relinesManagement MasterbProgram and and the Jefferson performance standar 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 3for 20the listed species). In addition, the National Marine 1 2013-03-07_S F R_StdCond itions Fisheries Service can levy pe ies. Portions of Jefferson County, incl marine waters, are as "critical habitat" for a listed ecies. Development of property along any gmar marine shoreline, freshwater 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 reas n ear surface Remove minimal vegetation for site development, especially large trees Allow trees that have fallen into surface waters to remain there Infiltrate stormwater from 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/pacific/eagle/) to learn more about how this law affects your project. Any individual, group, or agency can bring suit for a listed species "taking", with Jefferson County development codes. The risk of a lawsuit against you can be reduced bcompliance y consultin with a professional fisheries habitat biologist, and following the recommendations for site development g provided by the biologist. For more information, contact the National Marine Fisheries Service in Seattle, or the U.S. Fish and Wildlife Service. 2013-09-06SFR_StdConditions 9/6/2013 2 • • 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible.Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility . A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer,geologist, hydrogeologist, or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e.,those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible,then consider a rain garden or bioretention BMPs(the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system, a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 • Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log, and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths(linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 • 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric (geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III—Hydrologic Analysis and Flow Control BMPs-August 2012 3-6 • • 1—roof ? PLAN VIEW ` drain NTS 4"rigid or 6"flexible perforated pipe f. ...• 114 infiltration trench sump w/sdid lad PLAN VIEW roof drain NTS overflow 4'rigid or i6 flexile splash block perforated pipe s - _ V Wt7° a aI Daly be © .y,,e}.arl!or* 7.1011147 .Q° Qo Q t 1'min 5.9'min 72' •° 4"---- 11/2' 4" °" °papal �"' 7° °Q °V _Cy i'min fine mesh screen\---CB sump w/solid lid - 10'min _ ^I"-}A vanes filter fabric--k Y compacted backfill a i - µ 4'rigid or 6"flexible 7°7. �'4V° ' perforated pipe 24' •° .tea .:')17.6 o.• Ia 4A;a°a,,Qat, 12" ,u a° 4 V Cr 4. . washed rockj A,,a4paapaaaa' 1 1t2 X314" t > 4� .. 1-..,-24 - SECTION A NTS Figure 3.1.2 -Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 0 -3--10-1 3142.. Saia Residence Revision Narrative: Residence located at 7462 Coyle Road, Quilcene,WA. 1) Soil conditions at the site required a redesign of the foundation to include pin piles as indicated on the revised foundation plan 2) Owner revisions include; moving the south wall of the great room to the south to incorporate some area of the deck, relocating the masonry fireplace to the south approximately 3', removing windows from the north wall, relocating some interior non-bearing partition walls, and revision the elevator to accommodate the selected model. LL L, 4ir Ge,1l 3Co0) 3./0 - t9'. \ .-/ . ( o) 17 — 9.22 \\ erAcial wetinceicAmors n 1 A . cow X\ -1-6\d, \. cSt" \\AZ\CA,Q;)) (--;* 'VX-32) \ liP-- -1"" \C\ t"Ro\.), A.47/\.4 , j , --1\--) \ ,D\ t., '- COQ uo;,U",N DEVELOPMENT Ok BUILDING PERMIT APPLICA �N Jefferson County Department of Community Development BLD14-00342 Review Type: 621 Sheridan Street Port Townsend, WA 98368 � � \2 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1V\ CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360) 434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIO1 NSFR (if approved will replace BLD12-00242) -, > � ' �4 SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW f ,.r MAIN: 1,307 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: 410 SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 4 Total: 2 Total: 4 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,892.00 SRE 09/22/14 151537 Plan Check S2,529.80 SRE 09/22/14 151537 APPROVED State Building Code S4.50 SRE 09/22/14 151537 Potable Water Application S67.00 SRE 09/22/14 151537 FEB 2 5 2015 Total: $6,493.30 Jefferson County DCG \\tidemark\data\forms\F_B LD_App_Bld.rpt 9/22/2014 from roof grass 6'min overflow _\i,\ in / .a . o c co 1tf2'-'�+ 0 0 Dpa94o .° NOTE:Same length dimensions washed rock �'4° a a°oo o°0 1$'min and site limitations as typical system a tltiab Q° ao�a7° t1`L O 2'min __L 15'mm X-SECTION • NTS , Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-8 I • / / /),/, Roof Downspoit Hou / se 7 / / ,, ,/ Catch Basin / _ /(Yard Drain) ....,.....\,....._......,,..........3 —I* tiow ''''' Ft oct '1%.‘44%"%6.....;,,....„....,.............,........„ Downspout 0 DRY WELL 48 Inch Dia meter Hole Filled with PLAN VIEW 11/2-3"We,shed Drain Rock NTS / / R oof Downspout / Mark Center of Hole / with e Capped PVC Ho us ci Overflow or Other means 0 Flush with Sitlace 4 ilhi Splash Block Topsoil • io, ill -t.:"..a'1'•I'r."I'. •I‘Pr4::74 .;"'N; 1'min. —illo• ""e,r",-^c 7 . - fkiw ),14;ritt`elZ.Vii,ktmliflig4117?•11 Fine Mesh Screen H Min.ir cia ..•A:« -....ifiaticAtio 491T- atid.;.Aoicrzi,.N.-,-A41.1.-.,./T•irtara I PVC Pipe ,kiggil"titt"t*"4 re.:4ftl's-c,"' - Catch Basin .f;-: i- .4 (NtArd Drain) 0 L.* ,..1....: Li; '43; • • 48 Inch Dia rreter ,. 4,fno. Sides of Hole ....' Hole Filled with c Lined witht‘zi 11/2-3 Washed 1: Filter Fabric ijr*6 Drain Rock ei pit i 9 min. Min. 1)th.CoVe Seasonal DRY WELL H igh Groundwater Table SECTION NTS Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County Volume III–Hydrologic Analysis and Flow Control BMPs–August 2012 3-9 1 111/ S Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered.Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation,but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 �rsON �o��a JEF SON COUNTY zu -< DE ARTMENT OF COMMU Y DEVELOPMENT t . ,- . 621 Sheridan Street)Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment -9,s,4, NG�o Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.iefferson.wa.us Building Permits&Inspections(Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description (include separate sheets as necessary): NSF rL I Ni 0/sp�ui?) /�`Iof 3�E( Col Property Size: 23 G.c. E envy 1,....\\\Tax Parcel Number: DSite Address and/or Directions to Property: 74Cp2. Go (e RA, gvitGC�GVle_, cit37CA' SEP 2 1 2 14 Property Owner(s)of Record: f•11 C.�1Gle.l w 1 Ct email: I t J� Telephone: G,Fax: p Mailing Address: 4221 04"' .+. 'S • �bV rn , ioNla cl�_j, - p p OF JEFFERSON COUNTY Y �10Ph�ENt Applicant/Agent(if different from owner): email: Telephone: Fax: Mailing Address: What kind of Permit?(Check each box that applies ❑Lot or Road Segregation Critical Areas Stewardship Plan Building 0 Variance(Minor, Major or Reasonable Economic Use) Demolition Permit Single fFaumrily ❑Garage Attached/Detached 00 DiscdretionarySD'[or Unnadmed Usd e Classification O Con Commercial * Home ❑ Modular ❑ Commercial* El Special Use(Essential Public Facilities)*" ❑ Change of Use ❑Boundary Line Adjustment , l ❑ Address ❑Road Approach ❑Short Plat El Binding Site Plan'"" +v ** ❑Home Business 0 Cottage Industry ❑Long Plat** ❑ Propane 0 Planned Rural Residential Development(PRRD)/Amendments*" M ❑Sign ❑ Plat Vacation/Alteration** ° 1 ❑Allowed ter Use Consistency Analysis � ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions*" El Shoreline Management Substantial Development-- T ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance W �'— ❑Temporary Use ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication ❑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 ,. to act as my agent in matters relating to this application for permit(s). I hereby designate _ _ �J L � OWNER SIGNATURE-3' 'd " WOE C-, Date: � (121/ 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 provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. S ."'s a a=ss and right of entry will be assumed unless the applicant informs the County in writing at the time of the appl' 'a hat he o she wan i• or ••• e. •� 2 Signature: �i � : / All'. Date: -- The action or actions Applicant will undertake as a result of the issuance of this 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 you are in compliance w' the Je erson County development code.The Applicant acknowledges that he,she or it holds individual and non-transfer.tg, ,,co -spon 'bility for a eying andmplying with the ESA. The Applicant has read this disclaimer aand/si n and dates it below. Date: Cf Signature: 07/24/2013 , • BUILDER STATEMENT 0 The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: PHONE: FAX. GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: �) ��»� � �)���»�n� I�\evnan1t►ruG' idn �"'apc�n�, Inc- , 7 •7 _ _ L MAILING ADDRESS: EMAIL: l CONTRACTOR'S LICENSE WAINS NUMBER: I4IEMACGbt2,MZ. NUMBER ./ GL r+ L4 _ PHONE )771, / FAX:( JVA, ARCHITECT/ENGINEER: ,�, 1�jV,,�1 red,40 ' +� MAILING ADDRESS: 2.120 4CL���a� h 0%it r2 ( �u tc o two EMAIL(A.aci�e.IAkor0i'te erft nc•C elpt / Shoreline: Type of Sewage Disposal: Project Type: Frame Type: Bathrooms: ❑ Sewer X New x Wood Existing: ❑ Steel Proposed: .%a Bank �❑,�/Community System ❑ AdditionTotal: 4 I G'j Height:t J2"Individual System ❑ Alteration/Remodel ❑ Concrete I.5 ❑ Repair ❑ Masonry SEP Permit#Bedrooms: Water Supply: ❑ Other: ❑ Demolition Existing: e Setback: Private well ❑ Two Party Proposed: `�! ❑ Public Type of Heat: Total: eL. Name of System: If this is a Commercial Project you must answer the following: - ', g paces: LE A Number of Parking Spaces: Current: Proposed: osed Number of occupants(includes owners,tenants, employees,etc) Current ro p Type Occupancy: IBC T e of construction: Will you hav od Service? Yes /r 44 If this is a Propane Tank and/or Appliance Installation permit,mark all items below that pplV: Underground Tank Above ground tank Size of Propane Tank: -----,--c_Nly Heat Stove Cook Stove Woodstove Fireplace .nsert rehtO I evo�StelleP i krEi6� Q PIENT Is this appliance being installed in a Manufactured/Mobile Home? Yes / No °t.OF CQ ll.� 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. Revision Re Square Footage Current Proposed For Office Use Only Amount C Main Floor Heated , ., EH BId App Review: ._7 GI . Li .J L) )01 �#` .�. 2nd Floor Heated 11'55c) cr1/4.,Consistency Review: ? GO 5`�"L't�G> Other Heated Base fee: 3 Bea Mezzanine Additional Section: ! A . Heated Basement II 1_¢� t e( c �,1 E Plan Check fee: 105; 4 1'° Unheated Basement v/4 State Surcharge fee: 4 .5 L Other Unheated Pot Water Review fee: j. .13 Garage/Carport N/4 SUBTOTAL .5,1 t 30 Decks _, 911/Rd Approach fee: -- 410 OtherTOTAL: $ 0 -(1 Receipt Number: ✓ ) ICash/Check Number: i M .� ESTIMATED COST(REQUIRED) Date: ) / I .Fair market value of aall'l/ylabor and r)jateriats foundation to +nish Initials: Jr ((( 07/24/2013 NIEMAN CONSTRUCTION CO INC Page 1 of 2 • • Washington State Department of Labor & Industries NIEMAN CONSTRUCTION CO INC PO BOX 846 Owner or tradesperson QUILCENE, WA 98376-0846 NIEMAN, DANIEL PHILIP 360-765-4787 Principals JEFFERSON County NIEMAN, DANIEL PHILIP, PRESIDENT NIEMAN, LAURIE JEAN, VICE PRESIDENT Doing business as NIEMAN CONSTRUCTION CO INC WA UBI No. Business type 601 892 586 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. NIEMACC018MZ Effective —expiration 07/28/1999—08/15/2016 Bond CBIC $12,000.00 Bond account no. SC0922 Received by L&I Effective date 08/15/2002 07/19/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BLA55892682 Received by L&I Effective date 01/09/2014 01/02/2014 Expiration date 01/02/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601892586&LIC=NIEMACC018MZ&SAW= 9/22/2014 NIEMAN CONSTRUCTION CO INC Page 2 of2 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&I 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&1 Account ID Account is current. 500,746-01 Doing business as NIEMAN CONSTRUCTION COMPANY IN Estimated workers reported Quarter 2 of Year 2014"4 to 6 Workers" L&1 account representative T5/STEPHEN TASSONI (360)902-4639 - Email: TASS235@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. ' Cetii` • https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601892586&LIC=NIEMACC018MZ&SAW= 9/22/2014 • 0 j C Lam= [ l/ I , w4�ON c° JEFFERSON COUNTY ----- =7 `�,. 114 . ,A DEPARTMENT OF COMMUNITY DEVELOPMENT w • ,.LF 21 2014 621 Sheridan Street • Port Townsend -Washington 98368! �`��� _".---'1.7.7-›--, ,,O 360/379-4450 • 360/379-4451 Fax ! �`SHINO� ! 1EFFERSON COUNTY http://www.co.jefferson.wa.us/commdevelopment/ OF COMNITY DEVELOPMENT Stormwater Calculation Worksheet \D-CO-'S 55- PROJECT/APPLICANT NAME: i X 0.2\ `a iMLA# 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 in squzJ acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel are feet 1, t i'1 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'/4 acres or more of Construction site for structures 1, 7,25- sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes NoY Well, utilities,etc. sq/ft Does the project convert 2%acres or more of �1 native vegetation to pasture? Driveway,parking, roads,etc. al 0 3 sq/ft Circle: Yes o Lawn,landscaping,etc. H l Q( 9 sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance i.. .;i.. .;9-tr 7 sq/ft Cut 3`1) Fill `y0 (culyd) [over] stormwater calc worksheet—REV.111112013 II i=: Impervious surface is a hard surface that either prevents or retards the entry of water into the soil'mantle as under natural co ,� ti prior to development. A hard surface area which causes water to run off the surface in greater gUar(Ities or at an increased rate,t from the flow present under natural conditions prior to development. Common impervious surfd es include btit_are noL..limited.lto roo tops, walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving, gravel roadsj,_pailid (dlNi-Zen materials, and oiled,macadam or other surfaces which similarly impede the natural infiltration of stormwatpr._ `OF.PT,OF COMMUNITY DEVELOPMENT STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) \t",)3 sq/ft Structures(all roof area) S I L sq/ft Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft Solid Decks sq/ft Solid Decks c sq/ft (without infiltration below) (without infiltration below) Driveway,parking,roads,etc sq/ft Driveway,parking,roads,etc 3 rf ay )1( sq/ft Other sq/ft Other (boa-\-q.o- q ) J/2 sq/ft Total New 103 sq/ft Total Existing T r!a? sq/ft TOTAL NEW+TOTAL EXISTING* 3S, '7 J 3 sq/ft *This amount will be used 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: 3.1 % 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 "targe" 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 pro erty. ' / ? A., /i 1 (LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No 2 stormwater calk worksheet—REV.11/1/2013 Parcel Details Page 1 or L • S�" a 3 erson oun ,it , -h ,,, - ri. _ Weather Station � ,_ Database Tools Paps webani -ione County Info Depar rments Search Parcel Number: 1701341001 I SEARCH • Parcel Number: 701341001 Printer Friendly Owner Mailing Address: MICHAEL SAIA 7462 COYLE RD QUILECENE WA98376 Site Address: 7462 COYLE RD QUILCENE 98376 Section: 34 School District: Quilcene (48) Qtr Section: NE1/4 Fre Dist: Quilcene (2) Township: 27N Tax Status: Taxable Range: 1W Tax Code: 0323 Planning area: South Toandos Peninsula,Coyle Area (9) Sub Division: Assessor's Land Use Code: 1100 - Residential - Single Unit Property Description: S34 T27 R1W LOT 1(LESS S300' & N200') Tax, A/V, Sales, Photos, and I Permit Data Bldg; Data Map Parcel Plats &Surveys Septic Monitoring Info — —i <s' HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with M crosoft Internet Exp ores 6.0 or later Windows - Mac http://www.co.jeffersoti.wa.us/assessors/parcel/parceldetail.asp?Parcel 1\10=701341001 9/22/2014 Cases Associated with a Parcel rage 1 01 ar 0 ,„ ,,, „le e s oun y s z Weather Station ..° database Tools taw& Maps ,.LWebcarn -lame County Info Departments Search Cases Associated with Parcel No: 701341081 This may not be a complete listing of information that exists for this parcel. There may be other information pertinent to the property on file. Please contact the Department of Community Development for additional information. *Parcel Tags Case Number CAM14-00212 Description Revision to existing Bulding permit BLD10-242, meeting to be sure he has everything in order and what he needs before submitting. Last Name SAIA Received Date 4/9/2014 2:44:19 PM No Images Case Number BLD13-00196 Description DEMOLISHING AN EXISTING 1300 SF CABIN Last Name SAIA Received Date 6/25/2013 9:17:45 AM No Images Case Number SDP12-00043 Description SHORELINE EXEMPTION FOR NEW SFR Last Name SAIA Received Date 8/8/2012 2:28:05 PM No Images Case Number BLD12-00242 Description NSFR Last Name SAIA Received Date 8/8/2012 2:08:29 PM No Images Case Number SDP12-00037 Description Single mooring buoy located 122°47'28.68, 47°47'35.664"N to serve parcels 701341001 & 701341003 Last Name SAIA Received Date 6/7/2012 http://www.co.j efferson:wa.us/commdevelopment/ppquery/cm.asp?value=701341001 9/22/2014 Cases Associated with a Parcel rage z oz + • No Images Case Number CSP11-00017 Description CRITICAL AREA STEWARDSHIP PLAN FOR Last Name SAIA Received Date 9/15/2011 No Images Case Number SOM10-00021 Description monitoring inspection only record Last Name ERWIN JR TRSTE Received Date 6/30/2011 No Images Case Number ZON11-00017 Description SITE PLAN APPROVAL ADVANCED DETERMINATION FOR ALTERATION AND EXPANSION OF AN EXISTING RESIDENCE BUILT ALONG THE SHORELINE Last Name SAIA Received Date 6/16/2011 No Images Case Number USR11-00010 Description Last Name SAIA Received Date 3/23/2011 No Images Case Number USR11-00001 Description DECOMMISSIONING dry well drilled in '95. Last Name SAIA Received Date 1/4/2011 No Images Case Number BLD10-00341 Description NEW RETAINING WALL Last Name SAIA Received Date 9/27/2010 No Images Case Number SDP10-00121 Description A Notice of Application and Pending SEPA Threshold Determination was sent to adjacent property owners and agencies on February 9, 2011. The proposal has been revised as follows: Project components previously constructed without permits: • Three outbuildings within a stream buffer • Two kayak sheds within a stream buffer • Clearing within a stream http://www.co.jefferson.wa ucoanmdevelopment/ppquery/i m.asp?value=70.1341001 9/22/2014 Cases Associated with a Parcel rage i of • I buffer • Replacement of an existing boat ramp Project components to be constructed: • Repair an existing 185 ft. bulkhead which provides protection to an existing single-family residence • Replace an existing 40 ft. retaining wall behind the residence with an 88 ft. retaining wall The original single- family residential development was 1963 which is prior to a county adopted Critical Area Ordinance. RCW 36.70A.480 allows an existing use or structure to be redeveloped or modified provided a) the redevelopment or modification is consistent with the local government's master program; and b) the local government determines that the proposed redevelopment or modification will result in no net loss of shoreline ecological functions. Last Name SAIA Received Date 9/27/2010 No Images Case Number BLD10-00342 Description Replace existing retaining wall behind house and repair existing bulkhead Last Name SAIA Received Date 9/27/2010 No Images Case Number SDP10-00101. Description SHORELINE EXEMPTION FOR SEPTIC APPLICATION Last Name SAIA Received Date 7/26/2010 No Images Case Number SEP10-00090 Description SEP10-21 now filed here. Last Name SAIA14-71 Received Date 7/26/2010 No Images Case Number SEP10-00021 Description now filed with SEP10-90 THIS IS NOT A PERMIT!!!! EES RECORD ONLY Last Name ERWIN JR TRSTE Received Date 3/22/2010 Images Case Number USR08-00050 Description Last Name ERWIN JR TRSTE Received Date 7/11/2008 No Images http://www.co.Jefferson.wa.us/commdevelopment/ppquery/cm.asp?value=701341001 9/22/2014 tip Front Parcel Review • &D >g-0632ra Parcel 701341001 Printed: September 25, 2014 MICHAEL SAIA Site Add ress(es): 7462 COYLE RD 7462 COYLE RD QUILCENE, WA 98376 QUILECENE, WA 98376 Parcel Number: 701341001 S-T-R: 34-27N-1W Total Acreage 23 Legal Description S34 T27 R1 W LOT 1(LESS S300' &N200') Land Use: 1100 Flood District: Fire District: 2 Planning Area: 9 Flood Map(FIRM)Panel No: School District 48 Zoning: R1.",20 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 YES_.- NO ,oto ryo.ccc.�c 2,47,-rS. [ ] ESA's: Special Reports Nearby Yds NO _,,,,/G., a,Wer, - .ei,..0 itiorl-i [ ] Designated Ag YES ,N.0--- [ Y- [ ] Shoreline Designation: y_ S_. NO C o ,.-L,/,.,, //]/a ,c �\ [ ] Shoreline Slope Stability: J S.' NO (,(e,s lc_ Li/ ie_ {te«--r 4,15 4,:ks LJ Stream Type:Y.,,,S--NO F, N (-77Pr f 5) ( LFA - 5,,/aA� /5y- (C. , c ter -{-) FWHCA: NO ,c_`c�� Cc 0 Wetlands: yom. NO // Rare Plants:YES ,N.O. Seismic: YFJ NO Landslide: Y,S_ NO /I/I..o 4-6_-c, �,.J 11,51_ C Flood: YES i NO 6_4 ,e_ Erosion: YES N›.- Aquifer Recharge Area Fc / NO c_ SIPZ: none At Risk High Risk Co CMZ: n High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [ ] Forest Lands: .YEs. NO Adjoining Forest Lands: Commercial/ Rural/ Inholding [ ] Mineral Lands: YES 1�^ [ ] Agricultural Lands: YES D. [ ] Archaeology: YES N�L- [ ] No Shooting Zone: YES Nom. [ ] Stormwater: New Impervious Surface Land Disturbing Activity ESA's Stormwater Req's:Min Req#2 Min Req#1 thru#5 Min Req#1 thru#10 Engineering __ [ ] Notice Provisions/Disclosure:Airport YES NO MRL YES (No) Forest Lands 13 NO [ ] Landscaping Required: Yes 11)a- [ ] Parking Spaces Required NO 2� Other I- 1 Building Height: 35— UBC Standard an di:fea-5,3cevi (:) Y a '-kr you h r{Vietiv),If late i1on- CO4-r11')in9 Sec Nor► of i1 a-/ -,�! SO 11 was �-le r v 4 i Y1 Q d-eat ta,,u# ( -ed A610-4 ,t&t roo i .�f a H j' .( ; l -b twit Cit pttetrkt44a t"'' Qvt f1' affrp C it) -n) F ' 04 u.,bu. tr;oket\l'INISPOP)tikw-'042,, G:ep _f Yvom y-m d lb rt r'. a ?1b f 1 t vrn le ei 61i--'.. r • • Donna Frostholm From: David Alvarez Sent: Monday, February 09, 2015 2:24 PM To: Donna Frostholm; Carl Smith Subject: Saia application Attachments: Alvarez re Saia building permit 020915.pdf Donna: Let's discuss this on the phone later today. I will call you. David Alvarez From: Christy Reynolds [mailto:christy@ddrlaw.com] Sent: Monday, February 09, 2015 2:01 PM To: David Alvarez Cc: Dennis D. Reynolds Subject: Saia Dear Mr.Alvarez: Attached please find Mr. Reynolds' letter regarding the Saia building permit. Thank you. Christy Christy Reynolds, Legal Assistant Dennis D. Reynolds Law Office 200 Winslow Way West,#380 Bainbridge Island, WA 98110 (206) 780-6777,tel/ (206) 780-6865,fax This message and any attachments hereto are intended only for use by the addressee(s)named herein. It may contain confidential,proprietary or legally privileged information. If the reader of this message is not the intended recipient,you are hereby notified that any copying,distribution or dissemination of this communication,and any attachments hereto,is strictly prohibited. If you have received this communication in error,please immediately notify sender and permanently delete the original message from your computer and delete any copy or printout thereof. We reserve the right to monitor all email communications. Although we believe this email and any attachments are virus-free,we do not guarantee that it is virus-free,and we accept no liability for any loss or damage arising from its use. Thank you for your courtesy and cooperation 1 • • • Dennis D. Reynolds Law Office 200 Winslow Way W.Suite 380 Bainbridge Island,WA 98110 Land Use•Fisheries Law•Environmental Law•Business Law•Indian Law•Real Estate 206.780.6777 206.780.6865 fax ww.ddrlaw.com February 9, 2015 By Email (dalvarez(a)co.iefferson.wa.us)Only David Alvarez Deputy Prosecuting Attorney Jefferson County P.O. Box 1220 Port Townsend,WA 98368 Re: Saia Building Permit (7462 Coyle Rd; BLD 14-00321 Dear David: Mike Saia requests that I bring a matter to the attention of your office. Specifically, Jefferson County Department of Community Department advises that it will not act upon Mr. Saia's building permit application for several more months,best case. The relevant facts follow. A full and complete application was submitted with all applicable fees on September 22, 2014("the Application"). The Application is for an approval to increase the footprint of the Saia residence by 10 percent as allowed under the new Shoreline Master Program. Mitigation for the increase was worked out before the submittal. In addition, a pre-submittal meeting was held with County officials to ensure Mr. Saia had all of the paper work filled out to avoid delays in the permitting process. The septic approval was issued on January 13, 2015. The 120 time period on the BP Application has now expired. All of the steps on the County's website for approval of the Application are marked "DONE." Staff has not asked for any additional information. There is already an existing building permit, so I assume most if not all issues as to compliance with the Uniform Building Code have been addressed; certainly, there is no reason to start over from scratch. The current assigned staff member on the Saia Application is Ms. Donna Frostholm, if our client's notes are correct. According to Mr. Saia,and his contractor, this individual advises that because of"workload," she cannot look at the Saia Application until the end of March. No personal criticism is intended, but such delay is unacceptable. The courts really constrain project applicants on a claim for delay, requiring a RCW 64.40 action be commenced within 30 days of the expiration date set for permit review and approval. Thus, my Client needs to act soon in terms of pursuing a judicial remedy. Mr. Saia's contractors are locked in and need to proceed this month. Do you have any ideas how to avoid litigation'? Please advise. [90189-1] • • r ' David Alvarez, Deputy Prosecuting Attorney Jefferson County February 9, 2015 Page 2 Thank you for your kind attention to these comments and my request for your thoughts. If you have any questions, please call me. Very truly yours, DENNIS D. R OLDS LAW OFFICE Dennis D. Rey of s cc: Mike Saia DDR/cr [90189-I� [ ] Impervious Surface coverag centage: Resource Lands&Public: 10% Rural Residential: 25% Rural Indust er UDC Sec 6.7 Rural Commercial: 60% Area of Building Coverage: 60%in Rural Industri ands only [ ] Total Building (s) Size: t s`% Tc TM. ;LLL ' .% 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: nc) Left Side: s Right Side: S--• Rear: Shoreline Setback: 96-t -►i; 1-" ,01\-(,t�)►4�'fvti^Y1� +k` - (, " LSHA Setback: [ ] Road Classification: 11,-, (Z& © A 4- CC/ (;)L 1 C .- CA,/I e Road Approach: EXISTS iNC� NOT REQ'D RAP [ ] SEPA Required: YES ExE [ ] Flood Certificate: [ ] Existing Case(s) & Condition(s): Violations: Yes No [ ] Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ ] Lots/Require Declaration of Restrictive Covenant YES NO, submitted: YES NO [ ] UGA No Protest Agreement YES NO, submitted: YES NO [ ] Site Visit conducted YES NO [ ] Require Final Zoning Approval YES NO [ ] 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 Title Notes Updated Parcel tags found for parcel 701341001 1.) WSRC Coaching - 2011-05-04,CZ 08/23/2013 SMP Parcel tags found for parcel 701341001 2.) WSRC Coaching - 2011-05-04,CZ 08/23/2013 Other Parcel tags found for parcel 701341001 3.) WSRC Coaching - 2011-05-04,CZ 08/23/2013 CAO Parcel tags found for parcel 701341001 4.) WSRC Coaching - 2010-08-24, CZ 08/30/2013 CAO Cases Associated with APN 701341001 Review Cases Name Type Status Planner PRJ12-00106 SAIA P Application Received: 8/8/2012 Permit Issued/Case closed: Case Finaled: BLD10-00341 SAIA I W Zoe Ann Lamp Application Received: 9/27/2010 Permit Issued/Case closed: Case Finaled: NEW RETAINING WALL BLD13-00196 SAIA F Application Received: 6/25/2013 Permit Issued/Case closed: 8/9/2013 Case Finaled: 8/14/2014 DEMOLISHING AN EXIS I NG 13(30 SF CABIN BLD14-00342 SAIA P Application Received: 9/22/2014 Permit Issued/Case closed: Case Finaled: NSFR (if approved will replace BLD12-00242) SEP10-0090 CAM14-00212 SAIA NA M Zoe Ann Lamp Application Received: 4/9/2014 Permit Issued/Case closed: 4/14/2014 Case Finaled: Revision to existing Bulding permit BLD10-242, meeting to be sure he has everything in order and what he needs before submitting. \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/25/2014 Page 2 of 4 CSP11-00017SAIA C Donna Frostholm Application Received: 9/15/2011 Perm�Tssued/Case closed: Caanaled: CRITICAL AREA STEWARDSHIP PLAN FOR MLA10-00284 PRJ10-00239 MLA10-00284 SAIA P Application Received: 7/26/2010 Permit Issued/Case closed: Case Finaled: SDP10-00101 MLA10-00284 SAIA I F Zoe Ann Lamp Application Received: 7/26/2010 Permit Issued/Case closed: 5/24/2012 Case Finaled: SHORELINE EXEMP I1TJN I-ON SEPTIC APPLICATION SEP10-00090 MLA10-00284 SAIA I F Zoe Ann Lamp Application Received: 7/26/2010 Permit Issued/Case closed: 5/24/2012 Case Finaled: 11/2/2012 SEP10-21 now filed here. MLA10-00355 BLD10-00342 MLA10-00355 SAIA I A Zoe Ann Lamp Application Received: 9/27/2010 Permit Issued/Case closed: 5/9/2014 Case Finaled: Replace existing retaining wall behind house and repair existing bulkhead PRJ10-00299 MLA10-00355 SAIA P Application Received: 9/28/2010 Permit Issued/Case closed: Case Finaled: SDP10-00121 MLA10-00355 SAIA I A Zoe Ann Lamp Application Received: 9/27/2010 Permit Issued/Case closed: 5/6/2014 Case Finaled: A Notice of Application and Pending SEPA Threshold Determination was sent to adjacent property owners and agencies on February 9, 2011. The proposal has been revised as follows: Project components previously constructed without permits: • Three outbuildings within a stream buffer • Two kayak sheds within a stream buffer • Clearing within a stream buffer • Replacement of an existing boat ramp Project components to be constructed: • Repair an existing 185 ft. bulkhead which provides protection to an existing single-family residence • Replace an existing 40 ft. retaining wall behind the residence with an 88 ft. retaining wall The original single-family residential development was 1963 which is prior to a county adopted Critical Area Ordinance. RCW 36.70A.480 allows an existing use or structure to be redeveloped or modified provided a) the redevelopment or modification is consistent with the local government's master program; and b) the local government determines that the proposed redevelopment or modification will result in no net loss of shoreline ecological functions. MLA11-00127 ZON11-00017 MLA11-00127 SAIA I A Zoe Ann Lamp Application Received: 6/16/2011 Permit Issued/Case closed: 8/6/2013 Case Finaled: SITE PLAN APPROVAL ADVANCE=D DETERMINATION FOR ALI ERAI ION AND EXPANSION OF AN EXISTING RESIDENCE BUILT ALONG THE SHORELINE MLA12-00129 SDP12-00037 MLA12-00129 SAIA I A Zoe Ann Lamp Application Received: 6/7/2012 Permit Issued/Case closed: 12/5/2013 Case Finaled: Single mooring buoy located 122°4/'28.68, 47°47'35.664"N to serve parcels /01341001 & 701341003 M LA12-00174 BLD12-00242 MLA12-00174 SAIA I R Zoe Ann Lamp Application Received: 8/8/2012 Permit Issued/Case closed: 8/9/2013 Case Finaled: NSFR SDP12-00043 MLA12-00174 SAIA I A Zoe Ann Lamp Application Received: 8/8/2012 Permit Issued/Case closed: 8/7/2013 Case Finaled: SHORELINE EXEMP ZION I-OK NEW SFR PRJ11-00148 ERWIN JR TRSTE V Application Received: 6/30/2011 Permit Issued/Case closed: Case Finaled: now filed with SEP10-90 THIS IS NOT A PERMIT!!!! EES RECORD ONLY \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/25/2014 Page 3 of 4 SEP10-00021 ERWIN JR TRSTE V Application Received: 3/22/2010 Perm , ssued/Case closed: Ca Waled: now filed with SEP10-90 THIS IS NOTA PERMIT!!!! EES RECORD ONLY SOM10-00021 ERWIN JR TRSTE VIO Application Received: 6/30/2011 Permit Issued/Case closed: Case Finaled: monitoring inspection only record USR08-00050 ERWIN JR TRSTE F Application Received: 7/11/2008 Permit Issued/Case closed: 8/23/2012 Case Finaled: 8/23/2012 USR11-00001 SAIA F Application Received: 1/4/2011 Permit Issued/Case closed: 1/20/2011 Case Finaled: DECOMMISSIONING dry well drilled in '95. USR11-00010 SAIA A Application Received: 3/23/2011 Permit Issued/Case closed: Case Finaled: \\tidemark\data\forms\R_Parcel_CRMLA.rpt 9/25/2014 Page 4 of 4 ■►. Map Outputlb 4110 Page 1 of 1 ArcIMS HTML Viewer Map 1\ } 701274003 701271005 .r. s 1 { 701341002 Legend Selected Features JC Roads Parcels-H 11. Wetlands 701341001 701341003 701341005 i 701341004 1 i' Mam74redcdc?,:-seriCw-tp;Cc-maSc-1-cc,GF 0 541411 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. Thu Sep 25 09:23:27 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 . Map Output410 1110 Page 1 of 1 ArcIMS HTML Viewer Map I 701214003 I0'2?'ef.)5 Iit,li . I I 701341002 Legend 0 Selected Features ,,,,,/ JC_Raads LParcels-H IsSeismic Hazard 701341001 701341003 i 701341005 i l i I r 701341004 A 4i.y:IS'a-a sad-h'.t :-srI CQJ Ce-rra: -vc GIS' 0 NIMMIE111111===13 51811 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. Thu Sep 25 09:24:04 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map OutputIII 41110 Page 1 of 1 ArcIMS HTML Viewer Map 1 ,,,.!-1'.12 Legend Selected Features + 4° JC_Roads FTParcels-H Landslide Hazard •1..:,-.!-I'_$'' Midas I` Nigh Madonna / to-.34-004 i Mas ro.ded try,:c?M1rsri Cary Cama'S&vccs,GO 0=In 54811 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. Thu Sep 25 09:24:30 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output la lb Page 1 of 1 ArcIMS HTML Viewer Map 1 1 s 70'21400 701271005 .1F. 4. I,-,ri, . Legend 7013+01002 Selected Features JC_Raads • Parcels-H FEMA FIRMS 701341001 ■ AN I 116 X500 f �. MI Other 701341003 701341005 1)iljr- f i r 701341004 J Maas tree dad ay,.ekr ICartyCe'rrax.txsGO 0 54011 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. Thu Sep 25 09:25:28 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output ID gio Page 1 of 1 ArcIMS HTML Viewer Map 1, 1111Pitilifs 701274003 701271000 1 ----- ----/— Legend Selected Features JC Roads Parcels-14 SIPZ 701341002 i I 701341001 Al Risk SIPZ ■ High Rock SIPZ 7 7mKn DaGnantssned SIPZ Coastal SIPZ L 701341003 701341005 1 — rr r I 701341004 A Maas work'dod .-(_"esvtCOStieCc•rra:o..:.cc3GIS 0 54$11 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. Thu Sep 25 09:26:43 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output II qb Page 1 of 1 ArcIMS HTML Viewer Map \\\11\) 4. ' 1 701274443 741271405 • ,� Leg nd 701341002 Selects Feat res ,r JC Raad6 fir 0Parcals41 Critical Ag titer Recharge 701341001 Argas sUSC-UNK SARPA.SUSI SUS€ 701341003 ® SA R PA 701341005 n SA RPA.USW I 701341004 A :Akre a,v.-dad fi a ,cri Carry Ce rtd Serec+es GIS 0 &Mil 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. Thu Sep 25 09:27:10 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map 14.11piik /0'2P1C.::13 701271005 701341002 Legend Selected Features JC Roads Parcels-H ,••• ••' LFA-Fish 701341001 • ql 701341003 701341005 701341004 Maas rsn-dnd '-t? •°sm Cortp'Cerra;ia•vtxs GIS 0 '.x12511 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. Thu Sep 25 09:14:18 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map OutputIII Ili Page 1 of 1 ArcIMS HTML Viewer Map 1' 1, I 701274003 701271000 /I I I 701 34/002 Selecteend Features JC_Roads Parcels•4 QNR FP Stream 701:34100` Classification vt f•flzh it em iser N Nervisth#iabsst .. .. -"11111111111, . . t,t NQ.Non-fish 1151n4-Panonnul 701341043 ,.r,,.•' Ns Norfrksh}iatri t•Saasam l 70134/001> hf s twasmonock Shoroknc 701341004 A Sl •rv.-dcd sr-.C°c sxri Core•Cern..Ficrvces G __,...,....-42L64841 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. Thu Sep 25 09:12:54 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output ut Page 1 of 1 ArcIMS HTML Viewer Map 10'[! C 3 7111271WS 701341002 Legend Selected Features JC_Roads Parcels-H DNR Streams 701341001 ,4/ Typo 9 Typo 5 4 / Typo 3 Type 3 701341003 701341003 / Type fi Other 701341004 M.=u-c.-ckd f,.&4c-10-1C.a"0c•ra ac-v.cus GIS '_+1811 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. Thu Sep 25 09:13:17 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output ut Page 1 of 1 ArcIMS HTML Viewer Ma• ii . • k.1, • . , GM MO' . ffil 1111P1114114 L 'i Ai 3. 1 ilillinitarig it.___._ 4 Legend Selected Features -.: JC_Roads , Parcels-H 4 - u 2013 Aerial Photos g . /01,M _.:3 1111111., 1 GEM4 1 Gen J MME,:r.jdcdsy_ ..ruCadyCc-rra.....ct GO ._ 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. Thu Sep 25 08:22:02 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 9/25/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Ma• iliPm Legend .> JC_Roads 7 Parcels-H County Zoning MPR-SF Tracts Rural Resident of 1:5 Rural Residential 1:10 701214003 Kr'2lt.CO5'' Rural Resident 011:20 ) ' MPR-Single Family IIIIMPR-MuItdarr'Ity M PR-Resort Complex Parks and Recreation _ ....... _ ___ ■ MPR-Open Space 701341002 ® Rural Forest f ■ Commercial Forest ( In hold mg Forest 0 heavy Industrial 701341001 " Airport LPF 1.1 M PR Village Center 111 AP 1:20 ® RuralVdlage Center '�I ■ Resource Based Ind. 701341003 Light Industrial 701341tX.5': MPR Roc ea an ML It It j Ll'M Lt'C ® CAI: GC y{3*3<1101 Crossroads-C C Crossroads-NC ■ AL 1:20 ' '�;}} UGA-Urban Commercial r UGA-Uroan Light Industrial kla'rs rsc..dod'..r(Set'esscn Cof't?'p Ce-ra Se•'.-ces GIS 0 UGA-M OR U GA-I IDR UGA•Public UGA-LDR INUGA-Visitor Oriented Commercial MPR-BRN Brannon CF-h0.'MRLO Commercial Forest- Mineral Resource Overlay 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. Thu Sep 25 08:22:49 2014 http://gisserver/servlet/coo.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 9/25/2014 Map Output (IP lib Page 1 of 1 f ArcIMS HTML Viewer Ma• • o 3110' kg CI ( i -Ti..-k_S' .1-.)----7)\----- _ _ -_ I . . r JI I l .. _ ,,,, i 1 t ? x , -� Legend / I I '- a f' j r 1. ..,.....,7",(P ` Selected Features ' 1 I r k„� --__ ?' 1 'ti ” -r• r JC Roads J 1 ti~i `4 ..':, ....'"-,.,.:....: ,..-, ,, ,. ,.,,,' ,_.....t.„_.,: I `- 1,4", t' \ CPaonrctoeulsrs-Hr4 10 Foot Caniaur ' x { `•y i' 1 /. 50 Foot Contour j^ _ . t O. i t1- / ttf t .:�t l _ - j --.._� iLI? ...--.. f ,, .r. ...,...- ..:-- )2,--1 i" ' .- ...:-.::: —.- - -. z: , '',,' ----' '''' 1 +St am ' f `,�=.,JL'J•.i tik+9_,.-tt.'e-J -JJ r.-.r J: Y.. �_. ' _, 1- .. +1 _ _ t 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. Thu Sep 25 08:24:54 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output110 (IP Page 1 of 1 ArcIMS HTML Viewer Map tr 0. /0-2J�lr�;.i3 C 2/CI.w; &.P` /0'34 002 Legend Selected Features JC Roads Parcels-H Parcel Tags-H 70.34.00' Na Spacial Rapart ■ Spacial Report /0*3 '(...),::3 /0'_4'.00 1 701341004 i11 x r do ,.tmorscriCairtly CantO1 Servo=GGS 0 IMMINVEM.644111 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. Thu Sep 25 09:06:05 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output11111 Page 1 of 1 ArcIMS HTML Viewer Map 701274003 70127100.5 Legend JC Roads 701341002 ' Parcels-H ■ Marbled Murrelets Heritage Points Spotted Owls 701341001 Bald Eagle Nests * Bald Eagle Buffers O'Buffer ( sxr Buffer 741 34 1 003 t Priority Habitats and 701341005 Species 701341004 Us:+=ru.-(Jed rr•..c^ xriCorti Ce-esSer ee.v'tS 0 5d8f1 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. Thu Sep 25 09:07:37 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 9/25/2014 Map Outputill Page 1 of 1 ............... ArcIMS HTML Viewer Map 701274003 701271005 ffit _ i 701341002 Legend JC_Roads Parcels4I SMP_Shoreline . ..... Environmental . .. Designations 701341001 .';h � .... ... ... Conservancy : i!... Nigh intensity Natural r 701341003 70134,006 ri NA [" J PnanlyAQhal K Shoreline Rcspticnttal 701341004 li . :Ls37.rer..ekd T'4t"er1rri%ext.,.CeTia F err cm GIS 0 54,511 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. Thu Sep 25 09:08:58 2014 http://gisserver/servlet/com.e sri.esrimap.Esrimap?ServiceName=ovmap&ClientV ersion=4.0&Form=True... 9/25/2014 Map Output Page 1 of 1 ArcIMS HTML Viewer Map , 0 \ ( . z..„,i1,01. ,hp 1, :2 Legend ' Selected Features f JC_Roads Parcels-H Shoreline Slope Stability 11 Stabile Intermed'ale Unstable Lin stabile Recent Landslde 1,s,V, Unstable Old Landslide ... �.•7'•_�;:: El Mod died II frf / r _•2,1'2=1 i 'ia.e.: _ ..le.l. ._ .:.:a i_•;err.,L x c.�x _:ars 0l-- .. ....., i!..4811 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. Thu Sep 25 09:11:04 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&ClientVersion=4.0&Form=True... 9/25/2014 DEVEMENT REVIEW TIME SET ZI._ 1'-3-oo3'-i Z Date Time Comments I d < ' September 18,2012 \\tidemark\data\forms\R_MLT_Case_CRMLA.rpt , .,- jo' • : ,..%,-..4, A ,,, ,,i.:-.,,, *,s-,,,_,'71:-..• ifite‘i ,..*„•';x...,, T..,iiii ,,,,, „.._ ,,, ,,. ..„:„.„.t.,, ...:,.,.., .._.„...,: _:,..;:.•1 ,' -..- ::A:,;.'i. .--4":.-.'.-i-- '..,".;.W.;74....- .;;;0,, .:'! ..,,_ . .., - . ,,,go'1'4' 7747. 7'.lt`'•.'., •;,: ''-'!Y',.,".--s';'414.44-47-7 •-—.*kl .''.,,,I. --;.„....'rti4i, ':7.,. ,,,' ''' .. , •,,.. , .,., • .,...,410.t.„,,,, . .,,! -..; -.•: .. .i.,•,..4,.. .,...? ..„....1c..,, .--4._.,..-„... = _, :,. 4,L i-..- ., ,, -, ,— . -.....-„ : -_ 4 7''' ir ,4144( '-," "V ' :.,: i •,:.7,40.e., ,.• '.- - '7 - ,' '',".:"7".-717•-•-1' ' ..,•7., '; 't' •7':74•777" 7 • : ' 7•1., 7.' 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(=> .—, ..P c0 a C co 3 0- CD N 44 ./". -49roo'*%;'%slip..40: 01 N . ♦ s '. w, : n 3 O N -oma O m mc e:6 O m O — O N•G 0 4,O Ate, -_ Z c O (p O O d s O - O n (Ti - W Z O D- 4 P 4O _ 0 .. ,cr, CJI 3 n 0) - O °K.1 N O 3 A O O (r O O —. •UILDING PERMIT APPLfCA N BLD14-00342 Type: . Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1V\ CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360)434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTION NSFR (if approved will replace BLD12-00242) SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,307 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: SETBACK: CONST TYPE: DECK: 410 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: C:Pe,u t5 -.1-e. lap Exist: Exist: Prop: 2 Prop: 4 ` � �AG d Total: 2 Total: 4 cyocct vv Routing Date: ei)'h L 1 14 Type Amount Paid By: Date: Receipt: Approved/Date Permit 83,892.00 SRE 09/22/14 151537 Plan Check $2,529.80 SRE 09/22/14 151537 State Building Code $4.50 SRE 09/22/14 151537 Potable Water Application 867.00 SRE 09/22/14 151537 Total: $6,493.30 • • • Sally Ellis From: Wayne <wayne©lamontdesigninc.com> Sent: Thursday, November 13, 2014 3:01 PM To: Sally Ellis Cc: 'Michael Saia'; 'Daniel Nieman' Subject: Saia Site Plan correction Attachments: Saia Residence Site DELTA A.pdf Sally, Please find attached the corrected site plan for Mike Saia's project. If you need anything else or have any questions please give me a call or e-mail.The referenced case number is BLD14-00342. Thanks ¢ nt Design!' Inc \r. itcct:urc `jnte:rri r C.Wa ne LaMont t`1r=ittt` t flOnr.; 3,10O)779- 22 www.Iamont e ai*nrnc.com This email is free from viruses and maiware because avast! Antivirus protection is active. 1 I 0 �¢goN co oG DEPARTMENT OF COMMUNITY DEVELOPMENT ,� ,� 621 Sheridan Street,Port Townsend,WA 98368 ti Tel:360.379.4450 I Fax:360.379.4451 Web:wvw-w.co.Jefferson.wa.us/communitvdevelopment SNINC.3 0 E-mail:dcd�>,co.jefferson.wa.us PERMIT FEES WORKSHEET Name Michael Saia Parcel# 701-341-001 Estimated Cost of Project Permit# BLD14-00342 Building Base Fees Building Base $78.00 Plan Check Review $156.00 Land Use Review Septic Review Potable Water Technology/Scan State Fee Other Fees Shoreline Exemption !I Zoning CHANGE OF USE— � ' Zoning ' \ New Address Public Works Total Fees $234.00 Ill — Office Use Only s IS I Cr) Receipt Number: Cash/Check/CC: DA r S plea Date: 1 hr. (b'CI �NvoicE Da 5/6/2015 In ID: DCD15BLD14-00342 ,,,,oN eo JEFFERSON COUNTY �``� % DEPARTMENT OF COMMUNITY DEVELOPMENT w 621 Sheridan Street I Port Townsend, WA 98368 360-379-4450 I email: dcd@co.jefferson.wa.us &y y www.co.jefferson.wa.us/commdevelopment SF!INC Date Due: BILLING ADDRESS: 6/5/2015 MICHAEL SAIA 7462 COYLE RD QUILECENE WA 98376 Permit 78.00 Plan Check 156.00 REMIT TO: Total Amount Due: $234.00 Jefferson County DCD 621 Sheridan St. Port Townsend, WA 98368 Please return the above portion with your payment Permit Number: BLD14-00342 Permit 78.00 Plan Check 156.00 Total Amount Due: $234.00 Payment is accepted by cash, check, debit or credit card (Visa, Mastercard, Discover, American Express) To pay by credit card, go to www.co.jefferson.wa.us/commdevelopment, and click on the "Online Credit Card & echeck Payments" link onthe left side of the page. (questions: call 360-379-4450) IIIP r � ) c- 1:3--s---- r 1 t 0o�.�N erroil Jefferson Co Dept of Comm Dev WA - Online Payments Page 1 of 1 I I Jefferson County c �yt Dept: Step 1:Select Payments Step 2:Review and Submit Step 3:Confirmation and Receipt Step 3: Confirmation and Receipt Result: Payment Authorized Confirmation Number: 18134004 Your payment has been authorized successfully and payment will be processed. Jefferson County Department of Community Development thanks you for your payment.For questions about your account,please call 360-379-4452 Thank you for using our bill payment services. Please save or print a copy of this receipt for record keeping purposes. My Bills Amount Due Description Invoice Payment payment of$234.00 on Invoice Number DCD15BLD14-00342 $234.00 Subtotal: $234.00 Customer Information Convenience Fee: $7.50 Total Payment: $241.50 First Name: Charles Last Name: Lamont Address Line 1: 2120 ne sawdusthill rd Address Line 2: City: poulsbo State: Washington Zip Code: 98370 Phone Number: 360-779-7227 Email Address: wayne@lamontdesigninc.com Payment Information Card Number: ********''6296 Expiration Date: "*/*' Print 1 2 1— 1-1 i i1 d .TF https://client.pointandpay.net/web/JeffersonCoDeptofCommDevWA 5/6/2015 Jefferson Co Dept of Comm Dev WA - Online Payments Page 1 of 1 • Jefferson County ztrtl€rsttta's y g swteM€ . Step 1:Select Payments Step 2:Review and Submit Step 3:Confirmation and Receipt Step 3: Confirmation and Receipt Result: Payment Authorized Confirmation Number: 18134004 Your payment has been authorized successfully and payment will be processed. Jefferson County Department of Community Development thanks you for your payment.For questions about your account,please call 360-379-4452 Thank you for using our bill payment services. Please save or print a copy of this receipt for record keeping purposes. My Bills Amount Due Description Invoice Payment payment of$234.00 on Invoice Number DCD15BLD14-00342 $234.00 Subtotal: $234.00 Customer Information Convenience Fee: $7.50 First Name: Charles Total Payment: $241.50 Last Name: Lamont Address Line 1: 2120 ne sawdusthill rd Address Line 2: City: poulsbo State: Washington Zip Code: 98370 Phone Number: 360-779-7227 Email Address: wayne@lamontdesigninc.com Payment Information Card Number: """""""`"'6296 Expiration Date: "r Pnnt https://client.pointandpay.net/web/JeffersonCoDeptofCommDevWA 5/6/2015 , Qu0 I) BLD14-00342 UILDING PERMIT APPLICATION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1\l� CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360)434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NI 018M Expires 8/15/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOt NSFR (if approved will replace BLD12-00242) SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,307 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: SETBACK: CONST TYPE: DECK: 410 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 4 Total: 2 Total: 4 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,892.00 SRE 09/22/14 151537 Plan Check $2,529.80 SRE 09/22/14 151537 State Building Code $4.50 SRE 09/22/14 151537 Potable Water Application $67.00 SRE 09/22/14 151537 Total: $6,493.30 \\tidem ark\data\forms\F_BLD_App_Bld.rpt 9/22/2014 s°` �/ o w G JEFF N COUNTY = ®EPTMENT OF F CO MU IREVELOPMENT621 Sheridan Street I Port Townsend,WA 983681 Web:www.co..efferson.wausicommunit develooment /''lit�,a�° Tel: 360.379.44501 Fax: 360.379.4451 1 Email:dcd(a�ro iefferson.wa.us Building Permits &Inspections I Development Consistency Review y Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description (include separate sheets as necessary): Irt Nj'.., (.,v,'',;,tk j) 70 •• co Property Size: tr. w.� ..— `v Tax Parcel Number I \' Site Address and/or Directions to Property: �) I 040' i ..4i , /2, .. • Property Owner(s)of Record: ..44 - . email: . Fax: �'`` Telephone: a :"' .! '"' - • —, a .. r ,1 ; . r�,'F.4PI+�E^ Mailing Address: rip? Applicant/Agent(if different from owner): email: Telephone: Fax: Mailing Address: ❑Lot or Road Segregation What kind of Permit? (Check each box that applies CICritical Areas Stewardship Plan Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Single DemolitionPermit C d or C]** Family ❑Garage Attached/ Detached ❑Conditional Use[C(a), ( ), Manufactured Home 0 Modular ❑Discretionary"D"or Unnamed Use Classification ❑Special Use(Essential Public Facilities)** ❑ Commercial* ❑Boundary Line Adjustment ❑ Addof Use roach ❑Short Plat** ❑ Address _____❑ Road App .--------- ❑ Binding Site Plan** M"` ❑Home Business ❑Cottage Industry ❑Long Platte ❑Propane ❑ Planned Rural Residential Development(PRRD)/Amendments*" '( ❑Sign ❑Plat Vacation/Alteration** ❑Allowed"Yes"Use Consistency Analysis ❑Shoreline Master Program Exemption/Permit Revisions*" ❑Site Plan ter Management ❑Shoreline Management Substantial Development*" J ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Variance El Wireless Temporary Use Telecommunication ❑Comprehensive Plan/UDC/Land Use District Map Amendment L ❑Wireless * ❑Jefferson County Shoreline Master Program Amendment ❑Forest Praactisces Act/RRelease of Six-Year Moratorium ❑Tree Vegetation Request Ca * May require aPre—Application Conference **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 pi 10 L to act as my agent in matters relating to this application for permit(s). t. Ar/17---A-1 ' Date: 1 2-,2-' / OWNER SIGNATURE L � cj By ,is true and correct to the best signing this application form,the Gaal falsehood attests or anythat the omiss on ofra matermation ial facct ed made by the owner/ag agent with attachments espect to this application packet of his,her or its knowledge. Any mater may result in this permit being null and void. I further agree to save,indemnifyhold Jefferson against all judgments,ilities, reasonable attorney's fees and expenses which may in any way accrue ganst Jefferson County as aesult of or in consequence of the granting of this permit. Jefferson I further agree ude accesspectiright ons.oSentry acOss and r ght of ntry its will be employees, assured unless the appl cant nfor ms the County inpurpose writing aapplication review and any required later in p r- 2 time of the appy io hat he o she want• or e. Date: ='� Signature: 1• ` or — this e The action or actions Applicant lead to a potential al"takeundertake as a "oft f the issuance an endangered fspec es as those terms may are defined ely impact in the federal law known aspon one or more dthe "Endangered species and could that the actions that will be undertaken because this "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant permit has been issued uar inl not late the‘A/1):ESA. Any he Jeffersonvidual,County development code.The Applicant acknor agency can file a lawsuit on owledges that he,she or it holds individual your and non even if you are compliance has read this disclai er and/sig�n/s and dates it below and non-transfer..1- -spon 'bility for a'tiering Jefferson with the ESA. The ApplicantDate: ���' /' 7' ,/. Signature: _ _ 07/24/2013 • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that' they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: Ntergan C^ shruc •trwl Cron .t�j Inc, ) -�•47P,7 )4 MAILING ADDRESS: Z EMAIL: r- -+ _ CONTRACTOR'S LICENSE WAINS . NUMBER: NI rEMAC ,e.,1Q.�},��f NUMBER ARCHITECT/ENGINEER: t rA +�lL.•Ctll �/mt'i�L PHONE (1 )777.,72z7").,7 .-� F qx:( AVA, —" MAILING ADDRESS: ••242t,1��/I+ i- It r �0 Toro EMAIL c-oAi h/Cl 1 ! /',,y/..` Project Type: hbc �Ir1E}9d-12`j1�l�+t�. C..-,:.a` XJ yp Frame Type: Bathrooms: Shoreline:sType of Sewage Disposal: New i' Wood • Existing: e E Sewer Addition U Steel Proposed: %a Bank IS DCommunity System Alteration/Remodel Concrete Total: '2 Height: Individual System !+ Repair E Masonry Lt Ii SEP Permit# ❑ Demolition ❑ Other: Bedrooms: Water Supply: Existing: pp y: ii Setback: ` Private well U Two Part Type of Heat: Proposed:./ Total: ,�es , NameeY N Publico of System: If this is a Commercial Proiect you must answer the following: r V rl�- Number of Parking Spaces: Current: Proposed: Parr, P Number( DA WS-paces: Number of occupants(includes owners,tenants, employees, etc) Current roposed IBC Occupancy: IBC Type of construction: Will you have od Se3ce? `,Yes / Na Il If this is a Propane Tank and/or Appliance Installation permit,mark all items below that 4pply: i -1 Underground Tank Above ground tank Size of Propane Tank: - ~ ` _ --� Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evoLS telleP i iIknaT retaW toH- i ,,, Is this appliance being installed in a Manufactured/Mobile Home? Yes / No _ °T•OF C --- - -= 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 Main Floor Heated -, EH Bld App Review: 2 °Floor Heated `Il1 U, l i•e 50 i--) cv Consistency Review: L'L'C'' Other Heated Base fee: Mezzanine Additional Section: Heated Basement ( 0/ (i 642. !61c ) Plan Check fee: ±r� yo Unheated Basement �+ State Surcharge fee: �+, 421' Other Unheated Pot Water Review fee: Garage/Carport 11/4 SUBTOTAL 1-39I .3e Decks 110 !t C-11 911/Rd Approach fee: Other _ TOTAL: $ �- ?f{ 1 0 517_, - -0( Receipt Number: �I 51- �I l Cash/Check Number: ESTIMATED COST(REQUIRED) Date: lrcl •Fair market value of all labor and.materials foundation (�to finish -O r2l 1 Lt f11 , -I 7,/ .�� C -' - Initials: - ` I �j 'i - a 07/24/2013 I III Pi �71� 1_ SONG / , } �,/ „ 1 1 W ,. +� DEPARTMENT OFN COMMUNITY DEVELOPMENT 1 II 'ill 621 Sheridan Street • Port Townsend • Washington 98368! i ,eqs �O 360/379-4450 • 360/379-4451 Fax XIINO http://www.co.Jefferson.wa.us/commdevelopment/ St.ormwater C llculiatuon Worksheet sheet MLA## 1C”-- 0035S— PROJECT/APPLICANT NAME: PV,C., Aej. i7O A 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 2 3 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 1, 001,WO sq/ft t 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,tilled, 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 I. 7,23- sq/ft native vegetation to lawn or landscaped areas? Drainfield,septic tank,etc. sq/ft Circle: Yes No�D 1 Well, utilities,etc. sq/ft Does the project convert 2%acres or more of native vegetation to pasture? Driveway,parking, roads,etc. C C)3 sq/ft Circle: Yes No , Lawn, landscaping,etc. L-10(, r sq/ft Other compacted surface,etc. sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance sq/ft Cut 3$ Fill 1LAC (cu/yd) (over] storrowater cols worksheet-REV.11/1/20131 • 0 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 flmited::to root 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. , . ,_,... :27-,,;,_-- ,____I _ STORMWATER CALULATIONS-IMPERVIOUS SURFACE i NEW EXISTING 1 ij Structures(all roof area) \Q 3 sq/ft Structures(all roof area) IL= sq/ft 1 1 Sidewalks sq/ft Sidewalks sq/ft Patios sq/ft Patios sq/ft 1 Solid Decks sq/ft Solid Decks 5 sq/ft (without infiltration below) (without infiltration below) f t Driveway,parking, roads,etc sq/ft Driveway,parking,roads,etc S(0, 1 I i.. sq/ft I Other sq/ft Other ( 9/2 L\-40ke) sq/ft Total New 1073 sq/ft Total Existing .3%‘) rob sq/ft 1 I 1 TOTAL NEW+TOTAL EXISTING" Siq 7 3 3 sq/ft "This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. i DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 5. ,� Does the site have 35%or more of existing impervious surface? Circle: Yes ( No f I 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 pro erty. ley ? ).-.-2- // 7 rig '.-' -� LANDOWNER OR AUTHORIZED REPRESENTATIVE SIGNATURE) (DATE) LFOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes_. No stormwater calk worksheet—REV.11/12013 ` I P , , • er7. 4- 1-ii SON 4wT o, JEFFERSON COUNTY {� DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street j Port Townsend.WA 98368 Web: w .co.jefferson.wa.uslcommunitydevelooment \ � I�o�^- Tel:360.379.4450 I Fax:360.379.4451 I Email: dcd(aco.jefferson.wa.us Building Permits&inspections I Development Consistency Review I Long Range Planning I SquareONE Resource Center Instructions: Please complete this form and submit to DCD with payment to the address or email above. Customer Assistance Meeting (CAM) Intake Form Help us provide you the information you need by filling out this form prior to meeting with our Coaching staff. Office Use Only The fee for the CAM is a minimum of one hour at DCD's hourly Receipt#: rate, not including the first 15 minutes of staff time. Additional time over one hour will be billed in 15 minute increments. Upon submit- Check/CC N: tal of a complete CAM application and payment of the initial hour Date Paid: fee, an appointment will be scheduled for the CAM meeting. Received By: NAME: k&e � 'l C : DATE: MAILING ADDRESS: [ ) £&/4' 0(.4/ ..„,,,t.,_ t ? ✓i ' TELEPHONE: .�{/'fses- 4 (HOME) � � l�1/ (WORK) e h OWNER OR /�� \�+ REPRESENTATIVE: "iCe' .d f,� CJ MAILING ADDRESS: 79 ) (;(i_le. /Gal 'c,-(c e t LU, / ,c, TELEPHONE: i (HOME) (WORK) r Staff will call with in 7-10 days to arrange a meeting. Our goal is to meet with you within 14 calendar days of the request. ` ., Your Signature (if not the owner): PLEASE NOTE: Information and guidance provided through Customer Assistance is advisory only and is based on information provided by the customer. It is impossible for the meeting to be an exhaustive review of all potential issues. Any 1 discussion or information provided shall not bind or prohibit the County's future implementation or enforcement of all applicable O laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes, laws, regulations,land use plans, and other requirements. Friday, January 03, 2014 • Customer Assistance Intake Form - CAM Page 2 of 2 Project Description — List all information about your project and any questions you need ad.: dressed prior to the CAM meeting so we can be prepared. Attach additional sheets of paper if necessary. FeVEWt t) �.,�'6 ill is'e c-r:el— �.- ! -o c \ v -4Ai �J' t (a% x(,si- �_ re_i'nL Property Description General Location: Property Address: 7 /y [,>s / / 9-Digit Parcel Number(from Property Tax Statement): -7 O/ jLff ofl i Total Acreage: Z 3 Zone: % Lot Coverage: Applicant: ❑ Owner ❑ Lessee ❑ Contract Purchaser Other ❑ Attach conceptual site plan. It should illustrate proposed access, location of existing and pro- posed building(s), parking, and other on-site improvements. ❑ Proposed use(s): ❑ Proposed access: Zrki 5lrA,7 ❑ If there are existing structures on the site, in what year were hey constructed? Demo? �.� tirlC c, Jeb Ij -f 4 e 01d Ca 6//1 ❑ Do you propose a land division? If so what? N C� ❑ Number and Type of Proposed Dwellings: Single ulti-family homes: ADU/Garage: ❑ Commercial or Mixed Use Development: Sq/Ft: Please circle Yes ("Y") or No ("N") below: Any known wetlands or buffers on the property? Y N Any steep slopes (greater than 15%)? Y N Any conditions or restrictions (e.g., easements, street vacation)? Y N Is your property bordering on, or within 200' of a body of water? Y N (0C Have you discussed the project with county staff? Y N5LiV So 4 If yes, name: �'� st i. f .�6' — to Parcel Details . Page 1 of 2 r Jeff on Countyes Weather Station Database Tools M. Mallsw Webcamn '~ Home County Info Departments :• Search Parcel Number: 701341001 SEARCH Parcel Number: 701341001 Printer Friendly Owner Mailing Address: MICHAEL SAIA 4222 47TH ST SE AUBURN WA980928443 Site Address: 7462 COYLE RD QUILCENE 98376 Section: 34 School District: Quilcene (48) Qtr Section: NE1/4 Fire Dist: Quilcene (2) Township: 27N Tax Status: Taxable Range: 1W Tax Code: 323 Planning area: Sub Division: Assessor's Land Use Code: 1100 - HOUSES (single units, non-farm) Property Description: S34 T27 R1W I LOT 1(LESS S300' & N200') I I I Click on photo for larger image. _ it 441,I Permit Data Assessor Bldg Data Map Parcel Plats&Survev Tax,A/V, Sales Info Septic Monitoring Info Jefferson COUnty HOME I COUNTY INFO I DEPARTMENTS I SEARCH 400, Best viewed with Microsoft Internet Explorer 6.0 or later gpWindows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_NO=701341001 4/14/2014 Assessor Detail Building #1 IP • Page 1 of 1 1 • County• iefferson Weather Stationer Database Tools Webcam ElHome : County I lfo DepartmentsSearch i Assessor Detail Building #1 Parcel Number: 701341001 Building Number Year Built Year Remodeled 1 1963 2010 Building Exterior Building Area Building Interior Building Type: HOUSE 1st Floor Area: 816 Int. Walls (Cabin): Building Style: 1 STY 2nd Floor Area: 0 Heat: WOOD ONLY/NONE Foundation:POST&BLOCK/PIERS 3rd Floor Area: 0 SIN. 1 STY. Exterior: PLY/T1-11 Loft Area: 0 Floor Cover(1): Roof Cover:COMPOSITON Attic Area: 0 Floor Cover(2): Total Area: 816 Basement Area: 0 Building Rooms Mobile Home Garage Bedrooms: 2 Make: Type: Full Baths: 1 Model: Area: 0 Half Baths: 0 Length: 0 Exterior: Width: 0 Roof: Year Built:0 Carport Square Footage: 0 Skirting: Area: 0 1st Addition 2nd Addition Type: Type: Area: 0 Area: 0 Year Built: 0 Year Built: 0 Exterior: Exterior: Roof: Roof: To view another building associated with this parcel. Select building : 1 2 3 ,. >l Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel NO=701341001 4/14/2014 Parcel Photos . • Page 1 of 1 Parcel Number.701341001 Site Address: 7462 COYLE RD • QUILCENE 98376 IA, �} r, . _ r 0/4 f v or, .4.. ,4 http://www.co.j efferson.wa.us/assessors/parcel/parcelphotositus.asp?Parcel_NO=701341001+++++++++... 4/14/2014 1110 411/ mik 441,11 op Dennis D. Reynolds Law Office 200 Winslow Way W Suite 380 Bainbridge Island,WA 98110 Land Use•Ftsherles Law•Environmental Law•Business Law•Indian Law•Real Estate sta W&7806777 206.780.6865 fax ww.ddrlaw.com April 17, 2014 419(1". ) 0 By Email (dal yarozgcojefferson,wa.us) Only ukoik Flt-/%-"-§ jrip 4il,f4-.-ty David Alvarez Deputy Prosecuting Attorney yer) Jefferson County P.O. Box 1220 10 Port Townsend, WA 98368 Re: Michael Saia Project Dear David: Mike Saia has submitted an application for and received a building permit, and other permits, relating to an alteration and expansion of vacation home he owns in unincorporated Jefferson County. The home is an historic home located within shoreline jurisdiction. Mr. Saia received a demolition permit to take down the home and a building permit approval to reconstruct a new home on the same foundation. The building permit was issued before the effective date of the new Shoreline Master Program. Mr. Saia now seeks to amend the building permit application to take advantage of the "Ten Percent Expansion Rule"set out in the new Shoreline Master Program("SMP"), Article 10, Section 6(H)(I). Mr. Saia meets the requirements for an expansion/enlargement without a conditional use permit or shoreline variance. The project architect, Mr. Wayne Lamont, advises that Staff has a"concern" that Mr. Saia may not be entitled to take advantage of the SMP provisions for expansion/enlargement without a conditional use permit or shoreline variance because there is no "existing" home on the site since the historic home has been demolished. The project architect further advises that the historic home had to be taken down because it could not support the contemplated alterations and enlargement,which includes adding two new floors to the old structure within the same footprint. The home was still standing on the date the new SMP became effective. The SMP does not use the term "existing homes." It speaks it terms of"legally established" buildings or structures or uses on lots of record"that do not meet the specific standards of this program." Such structures are considered "legal nonconforming." The Saia home was in use on December 20, 1974 and certainly is "legally established." I am not sure that this matter is a legal dispute, but in the exercise of caution, I am transmitting this correspondence to this office. I would appreciate it if you would forward our [90189-11 • David Alvarez. Deputy Prosecuting Attorney Jefferson County April 17, 2014 Page 2 comments to Stair since this matter will apparently be a topic for discussion tomorrow at a regularly scheduled team conference. Thank you for your kind attention to these comments and my request. If you have any questions, please call me. Very truly yours, DENNIS a REYNOLDS LAW OFFICE Dennis D. Reynolds cc: Mike Saia DDR/cr (90189-11 • Zoe Ann Lamp From: Zoe Ann Lamp Sent: Friday, May 16, 2014 1:58 PM To: 'mountainhighl @comcast.net' Subject: RE: Any word on the 10% increase to my new house? Michael, In brief. . . I took your question to our weekly planning meeting. It was determined that the 10% expansion is not prospective. In other words, we could not grant a 10% expansion to a home that has not yet been built. So if we applied the 10% expansion to the older home that was recently demolished which had an 816 sq. ft. footprint, it could have been expanded by 10% provided the expansion could meet the criteria. That means the footprint of the residence with a 10% expansion could have totalled 897.6 sq. ft. I believe your new permitted unbuilt residence has a much larger footprint. My rough calculation of the footprint of your recently permitted but unbuilt residence is 1,394 sq. ft. Zoe Ann From: mountainhighl@comcast.net [mailto:mountainhighl@comcast.net] Sent: Friday, May 16, 2014 11:03 AM To: Zoe Ann Lamp Subject: Any word on the 10% increase to my new house? Hi Zoe Ann Any word on the 10% increase to my new house? Thanks Mike From: "Zoe Ann Lamp" <ZLamp@co.jefferson.wa.us> �� ® To: "mountainhighl" <mountainhigh1@comcast.net> Sent: Friday, May 9, 2014 1:45:35 PM Subject: RE: Contractor for Bulkhead and Retaining Wall Mike, Nothing else is required for the bulkhead and retaining wall permit, thank you. I believe they were issuing your permit for the wall and bulkhead this morning. Mike, I have accepted a position with the county's Public Works Department. My last day with DCD will be May 28. As you can imagine, there are a lot of loose ends to tie up between now and then. I want you to know I have not forgotten your question about expanding your new residence by 10% and hope to respond to it next week. Zoe Ann i • • From: mountainhighl@comcast.net [mailto:mountainhighl@comcast.net] Sent: Friday, May 09, 2014 1:36 PM To: Zoe Ann Lamp Subject: Re: Contractor for Bulkhead and Retaining Wall Hi Zoe Ann Do you need anything else for the wall permits? Have a nice day Mike Saia From: "mountainhi h1" <mountainhi h1 g g @comcast.net> To: "Zoe Ann Lamp" <ZLamp@co.jefferson.wa.us> Sent: Thursday, May 8, 2014 9:43:26 AM Subject: Re: Contractor for Bulkhead and Retaining Wall Hi Zoe Ann Sorry that I did not get back to you right away, but we have a relative in the hospital in Seattle right now and we are dealing with some serious medical issues. The excavator's name is Matt Kilmer. He lives in Chimacum and he is current employed by Tanda Design Inc. Matt is a union excavator and Tanda Design signed a contractor with his union for the job at 7462 Coyle road. Matt's career has been mostly big union jobs in the Seattle area. He has experience with bulkhead walls and retaining walls. Tanda Design Inc. Entity Name: TANDA DESIGN, INC. Business Name: TANDA DESIGN, INC. Entity Type: Profit Corporation License Type: Washington State Business UBI: 603-268-494 Business ID:001 Location ID: Contractor # CCTANDAD1874OK 2 i • For the retaining wall. We had to hire DBM Contractors - contact Dan Wigg Donald B. Murphy Contractors, Inc. I Federal Way, Washington P: 253.838.1402 I F: 253.874.6574 dan.wigg(cc7dbmcontractors.com I www.dbmcontractors.com DBM is providing the beams and they are drilling the holes and placing the beams. They have special equipment that they are taking to our site in order to do this process. The concrete panels were poured by Neiman Construction (of Quilcene) and they were inspected by Krazan & Associates, Inc. 1230 Finn Hill Road NW Poulsbo, WA 98370 Ph: 360-598-2126 Matt Kilmer will place the panels for the retaining wall and do all of the other work for the retaining wall Thanks Mike Saia From: "Zoe Ann Lamp" <ZLamp@co.jefferson.wa.us> To: "mountainhigh1" <mountainhigh1@comcast.net> Cc: "Jon Adkins" <jadkins@xltech.com> Sent: Tuesday, May 6, 2014 10:58:55 AM Subject: Contractor for Bulkhead and Retaining Wall Michael, We're almost ready to issue the building permit for the bulkhead and retaining wall. Please provide the name and license number of your contractor. It appears the license for the contractor you provided in 2010 has expired. 3 Map Output • 4110 Page 1 of 1 ArcIMS HTML Viewer Map ..... .�r,Et:Li 012ri 0 r-... _ r__2 Legend Selected Features JC_Roads 'a rce is-H SMP_Shoreline 701341001 Environmental Designations ...... I J f Aq oat c 70134100$ Conservancy IIch Inien sny 701341003w Natural t flr NA piPrerny Aquatic i Shoreline Reseental j. 701341009 r Nm ato rdad ay. son Corey Corsa Se eves GIS 0 'I[i! 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. Wed Jun 25 07:44:08 2014 • http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&Client... 6/25/2014 Map Output 411 Page 1 of 1 ArcIMS HTML Viewer Ma• MED Legend Selected Features JC Roads Parcels-H 2011 Aerial Photos GEM lye 0 m',0:3 I > SIM 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.Wed Jun 25 07:44:57 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName—ovmap&Client... 6/25/2014 • 11110 Stacie Hoskins From: Carl Smith Sent: Tuesday, June 10, 2014 11:10 AM To: Stacie Hoskins Subject: FW: Saia email: Any word on the 10% increase to my new house? Stacie: I believe Zoe's response is correct on our interpretation. I will want to go over this case at our meeting this week. Thanks, Carl From: David Alvarez Sent: Wednesday, June 04, 2014 3:58 PM To: Carl Smith Subject: Saia email: Any word on the 10% increase to my new house? FYI. If Zoe has gone to Public Works, who is handling this file? Please have that person contact me. David Alvarez From: Dennis D. Reynolds Law Office [mailto:dennis@ddrlaw.com] Sent: Wednesday, June 04, 2014 3:47 PM To: David Alvarez Cc: 'Christy Reynolds' e�,J {v'�1 Subject: FW: Saia email: Any word on the 10% increase to my new house? David, Mike Saia is a client. He has a building permit issued to replace a shoreline home.The approved footprint is 1562. Pursuant to a demo permit, he has taken down the old structure, which requires replacement. He now wants to expand the footprint 10%, but as of yet, my client has not submitted an application to amend the building permit. The attached email informally addresses the question, but has numerous errors, so a question and a request: The question: Is the email an appealable official decision? I ask, although clearly it is not. Mr. Saia has not requested a code interpretation nor filed any application yet for the 10%expansion. The request: Can you forward this email to the Director of Co unity Development a'ismend give us some dates to me��t on this matter? I will attend the meeting. - ��' ,;'— -� }' ` Thank you for your kind attention to these comments and my request. Dennis D. Reynolds Law Office �, , • 200 Winslow Way W. Suite 380 / Bainbridge Island, WA 98110 www.ddrlaw.com 206.780.6777, tel / 206.780-6865, fax l 206.604.5739, cell This message and any attachments hereto are intended only for use by the addressee(s)named herein. It may contain confidential,proprietary or legally privileged information. If the reader of this message is not the intended recipient,you are hereby notified that any copying,distribution or dissemination of this communication,and any attachments hereto,is strictly prohibited. If you have received this communication in error,please immediately notify sender and permanently delete the original message from your computer and delete any copy or printout thereof. We reserve the right to monitor all email communications. Although we believe this email and any attachments are virus-free,we do not guarantee that it is virus-free,and we accept no liability for any loss or damage arising from its use. Thank you for your courtesy and cooperation. 1 • • From:Zoe Ann Lamp<ZLamp@co.iefferson.wa.us> Date: May 16, 2014, 1:57:46 PM PDT To: "mountainhigh1Pcomcast.net" <mountainhigh1@comcast.net> Subject: RE:Any word on the 10%increase to my new house? Michael, In brief. . . I took your question to our weekly planning meeting. It was determined that the 10% expansion is not prospective. In other words, we could not grant a 10% expansion to a home that has not yet been built. So if we applied the 10% expansion to the older home that was recently demolished which had an 816 sq. ft. foot ri nt, it could have been expanded by 10%provided the _ expansion could meet the criteria. That mea- The footprint of the residence with a 10% expansion could have totalled 897.6 sq. ft. I believe your new permitted unbuilt residence has a much larger footprint. My rough calculation of the footprint of your recently permitted but unbuilt residence is 1,394 sq. ft. Zoe Ann ± I f From: mountainhighl@acomcast.net [mailto:mountainhighl@comcast.net] Sent: Friday, May 16, 2014 11:03 AM To: Zoe Ann Lamp Subject: Any word on the 10% increase to my new house? Hi Zoe Ann Any word on the 10% increase to my new house? Thanks Mike From: "Zoe Ann Lamp" <ZLampco.jefferson.wa.us> To: "mountainhigh1" <mountainhighl comcast.net> Sent: Friday, May 9, 2014 1:45:35 PM Subject: RE: Contractor for Bulkhead and Retaining Wall Mike, Nothing else is required for the bulkhead and retaining wall permit, thank you. I believe they were issuing your permit for the wall and bulkhead this morning. Mike, I have accepted a position with the county's Public Works Department. My last day with DCD will be May 28. As you can imagine, there are a lot of loose ends to tie up between now and then. I want you to know I have not forgotten your question about expanding your new residence by 10% and hope to respond to it next week. Zoe Ann 2 • • From: . mountainhighl@comcastnet [mailto:mountai nhighl@comcast.net] Sent: Friday, May 09, 2014 1:36 PM To: Zoe Ann Lamp Subject: Re: Contractor for Bulkhead and Retaining Wall Hi Zoe Ann Do you need anything else for the wall permits? Have a nice day Mike Saia From: "mountainhighl" <mountainhighl(cr�comcast.net> To: "Zoe Ann Lamp" <ZLampCa co.iefferson.wa.us> Sent: Thursday, May 8, 2014 9:43:26 AM Subject: Re: Contractor for Bulkhead and Retaining Wall Hi Zoe Ann Sorry that I did not get back to you right away, but we have a relative in the hospital in Seattle right now and we are dealing with some serious medical issues. The excavator's name is Matt Kilmer. He lives in Chimacum and he is current employed by Tanda Design Inc. Matt is a union excavator and Tanda Design signed a contractor with his union for the job at 7462 Coyle road. Matt's career has been mostly big union jobs in the Seattle area. He has experience with bulkhead walls and retaining walls. Tanda Design Inc. Entity Name: TANDA DESIGN, INC. Business Name: TANDA DESIGN, INC. Entity Type: Profit Corporation License Type: Washington State Business UBI: 603-268-494 Business ID:001 Location ID: 3 • • Contractor# CCTANDAD18740K For the retaining wall. We had to hire DBM Contractors - contact Dan Wigg Donald B. Murphy Contractors, Inc. I Federal Way, Washington P: 253.838.1402 I F: 253.874.6574 dan.wigg@dbmcontractors.com I www.dbmcontractors.com DBM is providing the beams and they are drilling the holes and placing the beams. They have special equipment that they are taking to our site in order to do this process. The concrete panels were poured by Neiman Construction (of Quilcene) and they were inspected by Krazan & Associates, Inc. 1230 Finn Hill Road NW Poulsbo, WA 98370 Ph: 360-598-2126 Matt Kilmer will place the panels for the retaining wall and do all of the other work for the retaining wall Thanks Mike Saia From: "Zoe Ann Lamp" <ZLamp(c�co.iefferson.wa.us> To: "mountainhigh1" <mountainhighl(c�comcast.net> Cc: "Jon Adkins" <jadkins(a7xltech.com> Sent: Tuesday, May 6, 2014 10:58:55 AM Subject: Contractor for Bulkhead and Retaining Wall Michael, 4 • We're almost ready to issue the building permit for the bulkhead and retaining wall. Please provide the name and license number of your contractor. It appears the license for the contractor you provided in 2010 has expired. Thank you! Zoe Ann 5 Jefferson County Assessor&,asurer - Property Details - 14 MICHA•SAIA for Year... Page 1 of 2 Jefferson County Assessor & Treasurer 17814 MICHAEL SAIA for Year 2014 - 2015 Property Account Property ID: 17814 Legal Description: S34 T27 R1W LOT 1(LESS S300' & N200') Parcel Number: 701341001 Agent Code: Type: Real Tax Area: 0323 -1-48F2P1H2C2L1 Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: 27N Section: 34 Range: 1W Location Address: 7462 COYLE RD Mapsco: QUILCENE, WA 98376 Neighborhood: S27,34&35 T27N R1W BATH SHORT PLAT Map ID: Neighborhood CD: 2380 Owner Name: MICHAEL SAIA Owner ID: 26431 Mailing Address: 7462 COYLE RD %Ownership: 100.0000000000% QUILECENE,WA 98376 Exemptions: Taxes and Assessment Details Property Tax Information a+:s�of 02/19/2015 Amount Due if Paid on: NOTE:If you plan to submit payment on a future date, make sure you enter the date and click RECALCULATE to obtain the correct total amount due. Click on"Statement Details"to expand or collapse a tax statement. Year Statement ID First Half Second Half Penalty Interest Base Paid Amount Due Base Amt. Base Amt. Statement Details 2015 7645 $4246.47 $4245.93 $0.00 $0.00 $0.00 $8492.40 to Statement Details 2014 7713 $4763.82 $4763.24 $0.00 $0.00 $9527.06 $0.00 Values Taxing Jurisdiction http://trueweb.jeffcowa.us/propertyaccess/Property.aspx?cid=0&year=2014&prop_id=17814 2/19/2015 Jeffergon County Assessor& ("surer- Property Details - 14 MICHA.SAIA for Year... Page 2 of 2 Improvement/ Building Sketch Property Image Land Roll Value History Deed and Sales History Payout Agreement Coot This website is under active development. Some functionality is not yet available and data is not guaranteed. Assessor Home Page Treasurer Home Page County Maps Disclaimer ©2015 True Automation,Inc.All Rights Website version:9.0.32.2200 Database last updated on:2/19/2015 3:52 AM Reserved.Privacy Notice http://trueweb.jeffcowa.us/propertyaccess/Property.aspx?cid=0&year=2014&prop_id=17814 2/19/2015 589AM56 PGS : 4 COV $75.00 MICHAEL SAIA Jefferson County WA Auditor's Office - Rose Ann Carroll, Auditor III II AFTER RECORDING,RETURN TO: Department of Community Development 621 Sheridan Avenue T--- Port Townsend,WA 98368 In`lj FEB 2 3 2015 =i JEFFERSON COUNTY fr?T OF COMMUNITY DEVELOPMENT HOLD HARMLESS INDEMNIFICATION COVENANT Grantor: Michael Saia Grantee: Jefferson County, a political subdivision and governmental entity within Washington State THIS COVENANT is entered into on this 13 day of Fee, 2015, by Grantor(s) Michael Saia whose mailing address is 7462 Coyle Road, Quilcene, WA 98376 (hereinafter "Grantor(s)"). This Covenant shall constitute a burden upon, touch upon and run with the real property described herein. Legal description: Grantor(s) hold legal title to the following described real property located S34 T27 R1W LOT l(LESS S300' & N200') 7462 Coyle Road, Quilcene, Washington 98376 Assessor's Property Tax parcel no. 701341001 Grantor(s) applied for and, upon execution of this agreement, shall receive a building permit, per the Jefferson County Code including, but not limited to, JCC Titles 15 and 18, to allow for construction of a single family residence on a parcel that contains a critical area, specifically construction of a single-family ' ! I 01H U SI H residence within a mapped Geologically Hazardous Area, as defined by Chapter I +i FEB 2 3 2015 18.22 Jefferson County Code. _ t. 1 EPSON COUNTY THIS DOCUMENT IS NOT A PERMIT OF ANY-TY DEVEuOPnnENT In accordance with and in consideration of allowing the construction of the items described and listed below within a Critical Area, Grantor(s) acknowledge, covenant, and agree as follows: 1. Grantor(s) desire to obtain a building permit to construct a single family residence on the parcel. The property is situated in a Geologically Hazardous Area. Grantor(s) agree that they are fully aware of the risks inherent in development in a Geologically Hazardous Area and known slide area. 2. Grantor(s), as their own free and voluntary act, accept and assume all risks of loss or damage arising out of the conditions described herein, and further agree to relieve Grantee, its agencies, divisions, officers, agents, and employees of any liability, damages, claims or other expenses that might arise as a result of or allegedly as the result of this approval of the development and the engineering design of the Grantors' proposed development. 3. Grantor(s) agree to and shall hold harmless and indemnify Grantee, its agencies, divisions, officers, agents and employees from and against any and all liability, loss, claims, suits, damages, costs or expenses (including attorney's fees) that may at any time arise, occur or be generated as a result of any reduction in the fair market value of the Grantor(s)' property and/or any damage to personal property or personal injury by reason of the conditions existing now or any time hereafter on or around the Grantor(s)' property, or due to any construction or development or design pursuant to the building permit, stormwater management system approval, septic permit, or any other development permits issued thereunder by Grantee and/or its agencies, divisions, employees, agents, officers or representatives pursuant to any then applicable state statute, regulation, administrative code or County Ordinance. 4. Grantor(s) agree that their representation herein and agreement to hold harmless and indemnify Grantee shall be binding upon the Grantor(s) as well as their heirs, successors and assigns, and shall i a run with the land described herein and shall touch upon the land described herein. The Grantor(s) further agree that this agreement may be enforced by Grantee in law or equity against the Grantor(s), or their heirs, successors and assigns. 5. Grantee shall record upon the land records maintained and generated by the Auditor of Jefferson County, Washington this Hold Harmless and Indemnification Covenant. 6. This Covenant shall not be revoked or amended without the consent of the Grantee, pursuant to an adopted resolution by the Jefferson County Board of County Commissioners entered during an open public meeting. 7. For the purposes of this Covenant, any phrase or sentence that is conjugated in the singular shall also include the plural and any phrase or sentence that is conjugated in the plural shall also include the singular. cifl - C L' E�;I n' FEB 2 3 2015 1 ' \'6 k________ ________I I ; I JEFFERSON COUNTY DEPT.OF COMMUNITY DEVELOPMENT THIS COVENANT is in effect as of the day and year first written above. GRANTORS e/509 Michael Saia Notary Public State of Washington AUDREY OLINER STATE OF WASHINGTON MY COMMISSION EXPIRES July 2Z 20» )ss. COUNTY OF ) I certify that I know of or have satisfactory evidence that Michael Saia signed this Hold Harmless and Indemnification Covenant and acknowledged it to be their free and voluntary act for the uses and purposes mentioned therein. DATED this �-3 day of Ca'Y 2015. JkA Print name: Q7-' (fit � - NOTARY PUBLIC in and for the State of Washington, County `of Y /�' v / , residing at r'. %vli✓ r', '� . My commission expires: Z t9. Approved by the Jefferson County Department of Community Development Director: Date: a/ V2-o/5r By: - D' Carl Smith, Director [ 1l � FEB 2 3 2015 11 Approved as to form: 131JEFFERSON COUNTY I DEPT.OF COMMUNITY DEVELOPMENT Jefferson County By its Prosecuting Attorney By: r V' O , a-0171. Date: 2-17-017,0 l David Alvarez, Chief Civil DPA O r 3.1.1 Downspout Full Infiltration Systems (BMP T5.10A) Downspout full infiltration systems are trench or drywell designs intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate runoff from pollutant-generating impervious surfaces. Application Projects subject to Minimum Requirement#5 (Section 2.5.5, Volume I) must provide for individual downspout full infiltration systems or full dispersion if feasible. Evaluate the feasibility, or applicability, of downspout full infiltration unless full dispersion is proposed. Use the evaluation procedure below to determine the feasibility of downspout full infiltration. Flow Credit for If roof runoff is infiltrated according to the requirements of this section, Roof Downspout the roof area may be discounted from the project area used for sizing Full Infiltration stormwater facilities. Procedure for 1. Have one of the following prepare a soils report to determine if soils Evaluating suitable for infiltration are present on the site: Feasibility • A professional soil scientist certified by the Soil Science Society of America(or an equivalent national program) • A locally licensed on-site sewage designer • A suitably trained person working under the supervision of a professional engineer,geologist,hydrogeologist, or engineering geologist registered in the State of Washington. The report shall reference a sufficient number of soils logs to establish the type and limits of soils on the project site. The report should at a minimum identify the limits of any outwash type soils(i.e.,those meeting USDA soil texture classes ranging from coarse sand and cobbles to medium sand)versus other soil types and include an inventory of topsoil depth. 2. If the lots or site does not have outwash or loam soils, and full dispersion is not feasible,then consider a rain garden or bioretention BMPs(the next lower priority on-site stormwater management system). 3. Complete additional site-specific testing on lots or sites containing outwash(coarse sand and cobbles to medium sand)and loam type soils. Individual lot or site tests must consist of at least one soils log at the location of the infiltration system, a minimum of 4 feet in depth from the proposed grade and at least 1 foot below the expected bottom elevation of the infiltration trench or dry well. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-4 111 1110 Identify the NRCS series of the soil and the USDA textural class of the soil horizon through the depth of the log, and note any evidence of high ground water level, such as mottling. 4. Downspout infiltration is considered feasible on lots or sites that meet all of the following: • 3 feet or more of permeable soil from the proposed final grade to the seasonal high ground water table. • At least 1-foot of clearance from the expected bottom elevation of the infiltration trench or dry well. • The downspout full infiltration system can be designed to meet the minimum design criteria specified below. Design Criteria Figure 3.1.2 shows a typical downspout infiltration trench system, and for Infiltration Figure 3.1.3 presents an alternative infiltration trench system for sites with Trenches coarse sand and cobble soils. These systems are designed as specified below. General 1. The following minimum lengths(linear feet)per 1,000 square feet of roof area based on soil type may be used for sizing downspout infiltration trenches. Coarse sands and cobbles 20 LF Medium sand 30 LF Fine sand, loamy sand 75 LF Sandy loam 125 LF Loam 190 LF 2. Maximum length of trench shall not exceed 100 feet from the inlet sump. 3. Minimum spacing between trench centerlines shall be 6 feet. 4. Filter fabric shall be placed over the drain rock as shown on Figure 3.1.2 prior to backfilling. 5. Infiltration trenches may be placed in fill material if the fill is placed and compacted under the direct supervision of a geotechnical engineer or professional civil engineer with geotechnical expertise, and if the measured infiltration rate is at least 8 inches per hour. Trench length in fill must be 60 linear feet per 1,000 square feet of roof area. Infiltration rates can be tested using the methods described in Section 3.3. 6. Infiltration trenches should not be built on slopes steeper than 25% (4:1). A geotechnical analysis and report may be required on slopes over 15 percent or if located within 200 feet of the top of slope steeper than 40%, or in a landslide hazard area. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-5 a 7. Trenches may be located under pavement if a small yard drain or catch basin with grate cover is placed at the end of the trench pipe such that overflow would occur out of the catch basin at an elevation at least one foot below that of the pavement, and in a location which can accommodate the overflow without creating a significant adverse impact to downhill properties or drainage systems. This is intended to prevent saturation of the pavement in the event of system failure. Design Criteria Figure 3.1.4 shows a typical downspout infiltration drywell system. for Infiltration These systems are designed as specified below. Drywells General 1. Drywell bottoms must be a minimum of 1 foot above seasonal high ground water level or impermeable soil layers. 2. When located in course sands and cobbles, drywells must contain a volume of gravel equal to or greater than 60 cubic feet per 1000 square feet of impervious surface served. When located in medium sands, drywells must contain at least 90 cubic feet of gravel per 1,000 square feet of impervious surface served. 3. Drywells must be at least 48 inches in diameter(minimum) and deep enough to contain the gravel amounts specified above for the soil type and impervious surface served. 4. Filter fabric(geotextile)must be placed on top of the drain rock and on trench or drywell sides prior to backfilling. 5. Spacing between drywells must be a minimum of 10 feet. 6. Downspout infiltration drywells must not be built on slopes greater than 25% (4:1). Drywells may not be placed on or above a landslide hazard area or on slopes greater than 15%without evaluation by a professional engineer with geotechnical expertise or a licensed geologist, hydrogeologist, or engineering geologist, and with jurisdiction approval. Volume III-Hydrologic Analysis and Flow Control BMPs-August 2012 3-6 ii 40 f---roof .r drain PLAN VIEW 4"rigid or 6"flele perforated pipe 111 1 infiltration trench sump w/solid Lid PLAN VIEW roof drain NTS overflow 4"rigid or 6"flexible splash block perforated pipe 141I sono ra° C1 .. ehndi S Cla ra o% Lia a 4 - _ 1'lin 5.0'rrn n 12"I ;oL1 1 112 4" ,cavo°o!� °°C4. 1'min fine mesh scree \\—CB sump w/solid lid 10'min vanes II A filter fabric--1 } compacted backfill u:_4.: ! 4"rigid or 6'flexible { p e4 o T op o perforated pipe 24" - •o'•-o p•o oYoC . 12" 1a v°o a°°a pa?y washed rock j �C a40„ Q°°O 4 po 1 1!2'-3/4' i Anto a 4 Q Cr Cr SECTION A NTS Figure 3.1.2 -Typical Downspout Infiltration Trench Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-7 0342 BUILDING PERMIT APPLICATION B Review Type:Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1V1 CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360) 434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOr NSFR (if approved will replace BLD12-00242) SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW VALUATION 500,000.00 MAIN: 1,307 CODE EDITION: 2012 ADD'L: 1,550 HEAT TYPE: EEE OCCUPANCY: HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: 3 CONST TYPE: OTHER: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: 410 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1PWELL BEDROOMS: BATHROOMS: Exist: Exist: Prop: 2 Prop: 4 Total: 2 Total: 4 Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $3,892.00 SRE 09/22/14 151537 Plan Check $2,529.80 SRE 09/22/14 151537 State Building Code $4.50 SRE 09/22/14 151537 Potable Water Application $67.00 SRE 09/22/14 151537 Total: $6,493.30 \\tidemark\data\forms\F_BLD_App_Bld:rpt 9/22/2014 BLD14-00342 BUILDING PERMIT APPLICATION Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD14-00342 Received Date: 9/22/2014 SITE ADDRESS: 7462 COYLE RD QUILCENE, 98376 OWNER: MICHAEL SAIA PHONE: 253-709-0055 7462 COYLE RD QUILECENE WA 98376 SUBDIVISION: Block: Lot: 1 PARCEL NUMBER: 701341001 Section: 34 Township: 27 N Range: 1V\ CONTRACTOR: NIEMAN CONSTRUCTION CO PHONE: (360) 434-0717 P. O. BOX 846 QUILCENE WA 98376-0846 Contractor's License NIEMACC018MZ Expires 8/15/2015 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIO1 NSFR (if approved will replace BLD12-00242) SEP10-0090 TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 1,307 VALUATION 500,000.00 ADD'L: 1,550 HEAT TYPE: EEE CODE EDITION: 2012 HEAT BASE: 1,682 HEAT TYPE: PRO OCCUPANCY: UNHEATED: #OF STORIES: 3 OCCUPANCY: OTHER: CONST TYPE: SHORELINE: GARAGE: SETBACK: CONST TYPE: DECK: 410 BANK HEIGHT: SEWAGE DISPOSAL: ALT WATER SYSTEM: 1 PW ELL -, BEDROOMS: BATHROOMS: c.N),(---e., take Exist: Exist: Prop: 2 Prop: 4 Total: 2 Total: 4 2 VY44:41,6t, \NJ 0;6 ik t Routing Date: if c, C\effh-C-- l,rki-C' \' Type Amount Paid By: Date: Receipt: Approved/Date Permit S3,892.00 SRE 09/22/14 151537 Plan Check $2,529.80 SRE 09/22/14 151537 State Building Code $4.50 SRE 09/22/14 151537 Potable Water Application S67.00 SRE 09/22/14 151537 Total: $6,493.30 Sally Ellis From: Wayne <wayne@lamontdesigninc.com> Sent: Thursday, November 13, 2014 3:01 PM To: Sally Ellis Cc: 'Michael Saia'; 'Daniel Nieman' Subject: Saia Site Plan correction Attachments: Saia Residence Site DELTA A.pdf Sally, Please find attached the corrected site plan for Mike Saia's project. If you need anything else or have any questions please give me a call or e-mail.The referenced case number is BLD14-00342. Thanks 7 L ' .. a Inc ' } c Arc rii`.n LaMont xr.t,x+tett www.larnan .5>4r9IraC.cor' I - This email is free from viruses and malware because avast! Antivirus protection is active. 1 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Saia Residence Wayne LaMont, LaMont Design Inc. 7462 Coyle Road (360) 779-7227 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. 44-e. Authorized Representative /� Ids--nt Date / Ii All Climate Zones R-Valuea U-Factora �� n [� Fenestration U Factorb n/a 0.30 \-1. \\ - ---\\\-. t�- Skylight U-Factor n/a 0.50 r "f� Glazed Fenestration SHGC" n/a n/a1 2014 Ceiling 49i 0.026 �E� 2 Wood Frame Wall9'k•I 21 int 0.056 1 21/21" 0.056 JEFFERSON COUNT Mass Wall R-Value' C ��MUNI11 OE��EOPMENT Floor 309 0.029 DE�1 OF Below Grade Wall°'k 10/15/21 int+TB 0.042 Slabs R-Value& Depth 10, 2 ft n/a le('v� *Table dwelling R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. Ej 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 2 0.5 1b Efficient Building Envelope lb 1.0 ❑ lc Efficient Building Envelope lc 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 0 3c High Efficiency HVAC 3c 2.0 0 3d High Efficiency HVAC 3d 1.0 0 4 High Efficiency HVAC Distribution System 1.0 2 1.0 5a Efficient Water Heating 0.5 2 0.5 5b Efficient Water Heating 1.5 0 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 2.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm, ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. C"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. i For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. i Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. li Wayne From: Colleen Zmolek[CZmolek@co.jefferson.wa.us] Sent: Monday, July 21, 2014 3:46 PM To: Wayne Subject: RE: Sia email • Here is the email I sent 7-14. Hi Michael and Wayne, I am following up on our meeting regarding the proposal of expansion of the existing residence on parcel 701341001. The existing residence of approximately 816 square feet. In our meeting we discussed the interpretation "footprint". As I promised upon the return of the administrator I would discuss the issues we discussed in our meeting. I took the question to our staff meeting on Friday to revisit previous decisions on the expansion of the footprint. It was determined that the question of expansion of the existing residence lateral and outside the footprint would be reviewed under JCC 18.25.660(8)(F). The conclusion was that you could expand in height up to the height allowed and the 10% requested under JCC18.25.660(8)(f). A planting plan or an addendum to the current planting plan would be required. JCC18.25.660(8)(f): (8) Expansion/Enlargement without Conditional Use Permit or Shoreline Variance—Single-family Residential. The administrator may allow a one-time landward enlargement or expansion of nonconforming single-family residences by the addition of space to the exterior of the main structure or the addition of normal appurtenances without a shoreline conditional use permit or shoreline variance, provided, and subject to, the following: (a) The structure is located landward of the ordinary high water mark; and (b) No lateral or waterward enlargement or expansion beyond the existing structure's foundation walls will occur; and (c)The increase/expansion in total footprint area does not threaten critical areas; and (d) The increased height does not significantly impair the public's view of the shoreline. (e) Enlargements, expansions or additions that increase the total footprint of the existing structure(s) by up to 10 percent shall be allowed, provided the expansion or addition will not adversely affect critical areas, significantly impair the ability of a substantial number of people to view the shoreline or increase the degree of nonconformity. (f) Enlargements, expansions or additions that increase the total footprint of the existing structure(s) greater than 10 percent but no more than 25 percent or increase the structure height up to the limits allowed by this program shall be allowed; provided, that the addition will not adversely affect critical areas, significantly impair the ability of a substantial number of people to view the shoreline, increase the degree of nonconformity, and further provided, 1 that an equivalent area of shoreline buffer is enhanced through planting of native vegetation. The administrator shall require a planting plan to ensure this standard is implemented. Thank you for your patience, Sincerely, CoCCeen ZmoCek Associate Planner, Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 360-379-4462 czmolek@co.jefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter 1.2..56 Our o;'.'i.._ .:Y)ell file ) ,JFC.9:00 a.m. -1:3o,:..,'Tl. ' ' InursOay, cr!feci i CoCCeen Zmotek Associate Planner, Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 360-379-4462 czmolek@co.iefferson.wa.us Jefferson County DCD Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. All e-mail sent to this address will be received by the Jefferson County e-mail system and may be subject to Public Disclosure under Chapter-12.56 RC\t'. Our oice is open to the public 9:00 a.m.- } C ?.m. vI oo .y to Thursday,ur .day,dosed Fridays. From: Wayne [mailto:wayne@cilamontdesigninc.com] Sent: Monday, July 21, 2014 3:39 PM To: Colleen Zmolek Subject: Sia email Thanks Colleen wayne This email is free from viruses and malware because avast! Antivirus protection is active. 2 NIEMAN CONSTRUCTION CO INC Page loF2 Washington State Department of ) Labor & industries NIEMAN CONSTRUCTION CO INC PO BOX 846 Owner or trades erson C>U|LCENE WA 98376-0846 NIEMAN, DANIELPH|L|P ' ' 360'766'4787 Principals JEFFERSON County N|EMAN, DANIEL PHILIP, PRESIDENT N|EMAN, LAURIE JEAN, VICE PRESIDENT Doing business as NIEMAN CONSTRUCTION CO INC WA UB1 No. Business type 601 892 586 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. N|EK0ACCO18K8Z Effective—expiration 07/28/1999--08/16/2016 Bond -'---' CBIC 812.000.00 Bond account no. SCUS32 Received by L&l Effective date 08/15/2002 07/19/2002 Expiration date Until Canceled Insurance Ohio Security Ins Co S1.000.000.00 Po|icy no. 8LA55882882 Received by L&l Effective date 01/03/2014 0102/2014 Expiration date 01/02/2015 ` hmnu://Stcort.lnd.v/a.go |.ospx?UB[-60l8Y2586&ilC=NlEM/\CC0l8MZ&S/\W= 9/22/2014 NIEMAN CONSTRUCTION CO INC Paye 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&I 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. 500,746-01 Doing business as NIEMAN CONSTRUCTION COMPANY IN Estimated workers reported Quarter 2 of Year 2014 "4 to 6 Workers" L&I account representative T5/STEPHEN TASSONI (360)902-4639 - Email: TASS235@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. Acce ; • haps://secure.lni.wa.gov/verify/Deiail.asp aUBI=601892586&LIC=NIEMACC018MZ&SAW- 9/22/2014 � l F from roof • grass overflow ti min :._. . 11f .34' O°Q o0 re" ° washed rocki, o • NOTE: $length dimensions odo 18min" o and site limitations as typical system temppo9?lab., go 0409° p` D L2'min -L 15'min • X-SEC710N .. . NTS Figure 3.1.3 -Alternative Downspout Infiltration Trench System for Coarse Sand and Gravel Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-8 4 411 Raaf Dcr rnspoU Haase .'w / Catch Basin / Drain) r,•f w Roof fK DournspoU 0 DRY WELL 48 Inch Dia nor Hole Filled with PLAN VIEW till-3'Washed Drain Rock NTS tR cot Downspout d Ma*Center of Hole with 1"Capped IVC lig use , Overflow or Other rr+eans `r Splash Block Topsail Flushwith Surface »1 nisi '.t 6 '- ? „t?'-'4'''‘,,,.:2.0: ':ci .1,4:7,.17,..,:?!.; r r .-' r}: ', ryr 11 min. tk,W Xtl 4 r t-Lilit itf ,Pjto-tei i I Min. tial _oh.' -..i.„21-40... ' 4T���°' i-i'/*1r"rea . Fine Mesh Screen �'� PVC F i ' �. 1"�" '•'!'. C aitch B asin !'. :4 (11krd Drain) j� ."11q, 4' 48Irch Diameter i 4'inin. t Hole Filled with Sides of with 11/2-3'Washed ; LinedFabric Drain Filter Fabric it ,,i j Iu We 15'mkt '' R:�, h 01;6 r,. art f tr',r`M1;'V.Itt'ANO:41 i Min, 1'above Seasonal DRY WELL High Groundwater Table SECTION NTS Figure 3.1.4 -Typical Downspout Infiltration Drywell Source: King County Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-9 410 Setbacks Local governments may require specific setbacks in sites with slopes over 40%, land slide areas, open water features, springs,wells, and septic tank drain fields. Adequate room for maintenance access and equipment should also be considered. Examples of setbacks commonly used include the following: 1. All infiltration systems should be at least 10 feet from any structure, property line, or sensitive area(except slopes over 40%). 2. All infiltration systems must be at least 50 feet from the top of any slope over 40%. This setback may be reduced to 15 feet based on a geotechnical evaluation, but in no instances may it be less than the buffer width. 3. For sites with septic systems,infiltration systems must be downgradient of the drainfield unless the site topography clearly prohibits subsurface flows from intersecting the drainfield. Volume III—Hydrologic Analysis and Flow Control BMPs—August 2012 3-10 Standard Conditions for Resider 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 Fisheries Service can levy p ies. Portions of Jefferson County, inch g marine waters, are included as "critical habitat"for a listePd , ecies. Development ofro ert along p y G ,y marine shoreline, freshwater 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 stormwater from 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/pacific/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. 2013.09-065F R_StdCondit:ons 9/6/2013 2 „,.. . 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