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Home My WebLink AboutBLD10-063CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCELNO. — 984601101 PERMIT NO. BLD10-063 ISSUED DATE _ 04/20/2010 EXPIRATION DATE __10/17/2010 ADDRESS 1323 JACKSON ST CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER EISENHARDT TSTE PAUL PROJECT DESCRIPTION New SFR CONTRACTOR DAVID JAMES INC. LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT EROSION CONTROL PLUMBING SX |%, 1) SETBACKS SURVEY PIN Soho MECHANICAL WRELSA FOOTING FS Moho aCe TEKS Waid 1/ | ORES SCENE ORR UFER ___|Gwe CEA |'%/a FINAL PuBLic worK [AQ |iz/K /YO SLAB INSULATION -_——_—|——___ 7 7 Ve PLUMBING HYDR. wy VA FINAL BLDG/C OFO [IA Ty FOUNDATIONWALL eX 1%, /,5 Seay sa er erhee ~ t . FOUNDATION DRAIN Pick | 4725/0 LPFG Interior of 30 psi FL Yeo t CPE Undergreswcl Yaw mit 15/7 J) 4 SLAB LPG “Ss ~ # (knee Wi 10/7/i0e MISCELLANEOUS —}— FLOOR FRAMING Kc WEL a SPECIAL INSPECTION SHEARWALL & HOLDOWI>) Shiley See letter ut le FRAMING we “Gho\ Cocrechons Cova Lote. AIR SEAL ES Elo TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER _BL>|O-0%% OWNER Eisrnh ard t JOBLOCATION 1222 Jackson St. jee of this structure has found the following violations: ol SVewe eee oll corner inlerse ctrons A CMe, Seal incampl ete Lo he te Cr OUD aad L by Finca! a l NOK +o insulate 4 Coll Fer ranspect i letter Ls ~ le From ero. a, shay neiluy hekdoawnrS Safes You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date [2 [ LO Inspector = Site ) DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department Correction Notice PERMIT NUMBER 2L_DIO-Duw.2 OWNER _Evsen\nourt > JOBLOCATION 1823 ducKson Sth Inspection of this structure has found the following violations: 4 Goul nat loot pins Jpoemte _— / Coll Ze Re aapE v (Oa AM A_\ Oy ea 4 AV —. You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date_“% [0 Leo Inspector 2 Alls DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294 | THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE City of Port Townsend Development Services Department BUILDING NUMBER APPLICATION Name of Property Owner: Alex & Abbie Littie~ Mailing Address: 1326 Monro Port Townsend, WA—98368 Telephone: 360-301-2005 Property is located in: Addition:Al_Pettygrove Block(s): 11 Lot(s): 1 & 2 Faces/Access is from: Cosgrove f But we VoL Vite Veelksorn _ Street Parcel Number_984601101 & 984601105 Add vess Directions to the Property (draw vicinity map on back) Southwest corner of Jackson & Cosgrove - See map on reverse side If this is a new ADU, has a building permit been applied for? ___Yes___No Date: Notes: This address will be for a single family residence that will be built on both lots. HOUSE NUMBER ASSIGNED: 1AZ 3 A GK SOK | Date of Approval: PE ee Te EU LR For Department Use Only: Application Fee Received ($3.00, 1c 2200): Date: Copy to: 0 Finance O Fire Dept: 0 Post Office O Sheriff ‘C Police (Lyn) O GIS 0 Public Works 0 DSD database O Assessor’s Office For address changes: 1 Qwest Address Management Center ~ 206-504-1534 http://ptimaging/DSD/Building_Forms/BuildingPermitPacket/Application-Address Number.doc ; 6/12/06 ? ( ( -ity of Port Townsend Development Services Department 250 Madison Street Suite 3, Port Townsend, WA 98368 we (360) 385-0644 FAX (360) 344-4619 email: swassmer@cityofpt.wa.us Date: January 6, 2009 To: Jefferson County Assessor RE: — Assessors Tax Parcel Number 984-601-101 The property owners S. Alex and Abigail Little have requested information through LUP08-100 about whether the City objects to the assignment of different parcel numbers to platted lots within the above listed parcel number. The current legal description is Lots 1 and 2, Block 11, Al Pettygrove Addition to the City of Port Townsend. The property is located at the southwest corner of Cosgrove and Jackson Streets. Lots 1 and 2 are vacant. Please be advised that the City has no objection to the Jefferson County Assessors Office separating the above lots into two parcel numbers: ¢ Lot 1 @ Lot 2 According to City records of this date: Zoning, Port Townsend Municipal Code: R-II Minimum Lot Size (PTMC Table 17.16.030) 5,000 square feet for single-family detached. According to the Plat, each lot platted: 50 feet by 100 feet. According to the Critical Area Map: Mapped as Critical Area (seismic/landslide). . On: Sic d water mains located in Jackson Street. According to the City Utility Map: This letter provides no guarantee for future development nor does it waive the possible need for a formal Lots of Record process per PTMC 18.18. Development of the lot(s) will need to comply with all applicable provisions of the City’s Municipal Code and Engineering Design Standards. Sincerely, Wasowe- Suzanne Wassmer Land Use Development Specialist Ce: S. Alex and Abbie Little : poe SL zs es: iY A NATIONAL MAIN STREET COMMUNITY WASHINGTON’S HISTORIC VICTORIAN SEAPORT CITY OF PORT TOWNSEND PERMIT ACTIVITY LOG PERMIT #_[3U13 1O ~ O© & DATE RECEIVED_03~ @-S~\O SCOPE OF WORK: New Sree. DATE ACTION INITIALS 3:2-4-+10 | ENTERED INTO CHET (wd 3-22-10 | CHECKED FOR COMPLETENESS wr) fi ddeess Me ady gwen KOxUra Applied te 77 4-710 Plan revireu> compléte — F Plass rolled up curd PA a iw Bin Boi 4-7-0 ADESE AshiaNED Vii da7iz "AlEX LYleE§* SF fo / Zi/ 09 [J- Z - \l SENT MbpIZEsea tS GES Finance + | SF "ea ks ce Wie se Zoning: CTL F —— Setbacks OK? Yes — Dont (TOSI, Tae 75 Jacies mi. Prato: wat SC}ATKS Lot Size: (ABR nav (0% X/ 00 per Survey = [0, OV Pre ; Building Size: 2014 £649424 7+ 199 + BS = eee (hey Say 30b)= BV% (0h -Y A) Lot Coverage: 31% SIY FAR OK? ¥ 3.5% allowed, OF Height OK? Ok of [ Story ¢ height. Parking OK? Carpe, + sm WP lech repay — Critical Area? Met | UYOR-07g C. A. Advanced Def—3ge0 ha 2racd a fpesingt , Demo? No § ee ty Pica bi. ndohatn ak = but ava tied antentaled Cbs ce. uni il teegy. Historic Rev? No 4 —_—r? /.4) Notice to Title? | j ciate HA i il mi ryter SP Cea teas aa Lots of Record? a BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-063 Permit Type Residential - Single Family - New Project Name NewSFR Site Address 1323 JACKSON ST Parcel # 984601101 Project Description New SFR Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant Eisenhardt Tste Paul Owner Eisenhardt Tste Paul Representative Gallup Bud (253) 922-0220 Contractor David James Inc. (206) 718-3169 CITY 008822 12/31/2010 Contractor David James Inc. (206) 718-3169 STATE DAVIDJI981CC 02/07/2012 *** SEE ATTACHED CONDITIONS *** Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. | certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner ‘ee property or authorized agent of the owner. Avia E senna ot, Date Issued: 04/20/2010 Issued By: MWAY Print Name Signature — AY Date “ [ao (0 Date Expires: 10/17/2010 — BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-063 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1323 JACKSON ST Parcel # 984601101 Project Description New SFR Fee Information Project Details Project Valuation $222,776.72 Decks — Residential 414 SQFT Enetgy Code Fee - New Singlé 100.00 Peels < Residential (Covered) 496 SQFT Family Unit Dwellings - Basements - unfinished 405 Mechanical Permit Fee per Dwelling 150.00 Dwellings — Type V Wood Frame 2,019 SQFT Unit - New Residential Private Garages — Wood Frame 649 SQFT Plumbing Permit Fee per Dwelling 150.00 Unit - New Residential Units: 1 Heat Type: HYDRONIC PLAN REVIEW DEPOSIT 150 150.00 Bedrooms: 2 Construction Type: V-B PLAN REVIEW REFUND 150 -150.00 Bathrooms: 2.5 Occupancy Type: R-3 Building Permit Fee 1,682.55 State Building Code Council Fee 4.50 Plan Review Fee 1,093.66 Technology Fee for Building Permit 33.65 Record Retention Fee for Building 10.00 Permit Site Address Fee 3.00 Total Fees $ 3,227.36 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of_the Se or ac agent of the owner. Print Name che — EG sen H. RLF, As Date Issued: 04/20/2010 foe Issued By: MWAY Signature —__ 2 QS > Date __ M JX0 } Date Expires: 10/17/2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-063 Permit Type Residential - Single Family - New Project Name New SFR Site Address 1323 JACKSON ST Parcel # 984601101 Project Description New SFR Conditions 10. Property corner survey pins must be located at time of footing inspection to verify setbacks. 20. Per the Westech Company report dated October 5, 2009, the site has no critical areas or apparent problems due to topography, vegetation, soils, geology or hydrology. Their recoommendation is to check with neighbors about air pollution and home heating oil tanks. 30. Section 1707.3, 2006 IBC: Special Inspection required for wood shear walls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic-force-resisting-system, where the fastener spacing is four inches on center or less. Special Inspection reports shall be copied to the Building Department. Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify that I am the owner of the property or authorized agent of the owner. Date Issued: 04/20/2010 Issued By: MWAY Signature ee Date” a Date Expires: 10/17/2010 Print Name L e o w F e a n . A u e & C L i e I Z A B S E T H F t s E X N P A L D T = sy e Ap p e e s s | m3 { Ky /2 2 3 Ta c k s on ST . Ca A ye r Fo “ 2 T FE w r s G v L a4 , rT er FE S — Le c A c Lr s e . po r s (# 2 of At Fe r r y s e o u e A? 4 EC E I V E BL K MW Se e . 2. ¥ _ p MA R 2 3 20 1 0 Ex cA YV A T O M 2 (B 8 2 CY IP S 3 AL E So r e s Fo BE KE GH L A Q E L . » CI T Y OF PO R T TO W N S E N D Z2 L P p a \ DS D Lm JB A C E Fl e e t ot GF . i. N / ¢ | RE F a nN NX ss — b 3 LE G E N O "a i t N ~x ~ X K 2 Co n z r d o e r s St L T Fe w cE 1 ¢) \w ow — = Se w fe 4I 0 e — NY 06 — 2 ha r e S4 0 4 " \y a = 2 Po m e S e e : S r s = K W L T I I T E L I N G § f K O U M P A T I O “ Y F T E P A I M S F o S C G C R E N T C o r l T e O y A o r a n o , S a = 0 , J O O S O F T . P t P e t L V L O O S = 3 2 0 6 2 . s 0 / 7 f . — j A c K S e N — S r — — — — R I L Z O N E S E T ( B A C K S N E A S U R E D T t E r E e a o n W A L . T w o ¥ C . O V E R H A N E - ( e v e s ) e— — — — _ S E E A C T I N L e : a P R E . r e m a e v e c o e S A L E C O P Y S 7 T O K W W y r u L i s H A E € Z E E E C F F A V E H I G N T S a s t e 7 7 4 ° ° MDT ENGINEERING 31403 S. 44" Avenue South Auburn, WA 98001 253-887-8725 Fax 253-887-8672 August 31, 2010 To: Dave Mahler Re: Eisenhardt Residence 1323 Jackson St. Port Townsend, WA 98368 | visited the above site to do a structural observation of the home under construction per your request. The following items were noted: 1. At shear wall 10A and 10B, the sheathing has not been placed on the inside face of the shear wall at this time to allow for inspection of the holdowns on the inside of the panel. This sheathing will be added after the framing inspection is completed. The shear wall sheathing, fasteners and connections have been installed according to the approved set of plans. No field corrections are required at this time. While this report makes reference to observations of certain items of work, it should not be construed that other work not mentioned was acceptable or even observed. It is the contractor’s responsibility to see that all work is completed in accordance with the plans and specifications. Sincerely, » Michelle D. Thompson, P MDT Engineering, Inc. ore « hi, . \eara OTE eo q US MOPAR PVD Dy Pro Desiqnu P.O. Box 699 Tracyton, Washington 98393-0699 (360) 377-1026 Eisenhardt Group, Inc. 9-11-09 HT) iS [r 601 Montgomery Street, Suite 830 re | San Francisco, CA 94111 ATTN: Paul Eisenhardt rae | Ref: Lots 1 & 2, Block 11 of Al Pettygrove’s Addition Port Townsend, WA 98368 Paul- | have reviewed the letter report dated December 11, 2008 prepared by the Stratum Group for Alex Little regarding the above subject properties. The subject of the report is to evaluate the slope stability of the subject property as it falls within a mapped ESA area of Port Townsend. The report concludes that normal residential construction with typical foundations may be accomplished and that the property does not have any particular landslide, erosion, liquifaction in seismic events, or similar issues. Based on my review of the report, the indications that you are planning a 2 story wood framed residence, aerial photos on Google, and my experience with engineering a number of other projects in Port Townsend, | do not expect any difficulties. The Glacial Till is noted to be encountered within 2 feet of the surface. Generally, the glacial till in the Port Townsend area is very stable with significant strength. For example there is a very tall cliff of similar till along Water Street. The review of the photos indicates that there are typical wood frame residences located in all directions from the subject property. Although glacial till can have allowable bearing values of 4,000 PSF or higher, the City requires soils testing to confirm bearing values above 2,000 PSF. For a project of this type, use of the typical 2,000 PSF bearing is the most economic. | would recommend that all building foundations be placed onto the till layer. The property would allow for the construction of a slab on grade foundation, wood frame with a crawlspace, a basement, or a combination of these. In summary, | concur with the geologist that the property is very suitable for a typical structure residence with typical foundations. If you have any questions, please feel free to call. Yours truly, John G. (Jay) Bartram S.E., P.E. 9-11-09 City of Port Townsend Development Services Department 250 Madison Street. Suite 3 Port Townsend. WA 98368 360-379-5095 FAX 360-344-4619 ™, nail DATE: November 13. 2009 TO: CAMO9-026 File a, (gre FROM: Samantha Trone, P* evelopment Review Engineer CC: Suzanne Wassmer, Land Use Development Specialist BD) MV EwAY | aioe j The “Street and Driveways” comments in CAMO09-026 stated that if a single family residence (SFR) was developed on both lots 1 and 2 of Block 11, Pettygrove Addition, than a modification to the T-9 Standard for Cosgrove Street could be approved. After discussion with the Public Works Department, an access from the existing driveway in Cosgrove Street is acceptable for the proposed SFR on lots 1 and 2. The access from the existing Cosgrove Street will be required to be paved to the property line and the existing non-motorized public trail within Cosgrove Street shall remain. 0) in CITY OF PORT TOWNSEND DSD City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R-I R-II R-II R-IV MAXIMUM HOUSING 4 dwelling units (Multiple 8 dwelling units (Multiple 16 units per 40,000 sf 24 units per 40,000 sf DENSITY (units per dwelling units on a single lot | dwelling units on a single lot of lot area of lot area 40,000 square foot area) must be contained within a must be contained within a single structure, except: a single structure, except: a permitted accessory dwelling | permitted accessory dwelling unit (ADU) may be unit (ADU) may be established in a separate established in a separate building if allowed by building if allowed by 17.16.020 PTMC) 17.16.020 PTMC) (10,000 sf of lot area per unit) | (5,000 sf of lot area per unit) MINIMUM AVERAGE 10 units where a parcel 15 units HOUSING DENSITY and/or contiguous parcels (units per 40,000 square under single ownership foot area) are 12,000 square-feet in size or greater MAXIMUM NUMBER 4 (Note: limited structures 4 (Note: limited structures No limit No limit OF DWELLING UNITS with more than 4 dwellings with more than 4 dwellings IN ANY ONE per structure may be permitted per structure may be STRUCTURE through the PUD process, see | permitted through the PUD Chapter 17.32 PTMC.) process, see Chapter 17.32 PTMC.) MINIMUM LOT SIZE 10,000 sf = single-family 5,000 sf = single-family 3,000 sq ft = single-family detached detached detached; 5,000 sf= single-family attached (duplex); 7,500 sf = single-family attached (triplex); and 10,000 sf= single-family attached (fourplex) and multi- family’ MINIMUM LOT 50’ 50’ 30’ except: 100’= WIDTH multifamily MINIMUM FRONT 20’ except: 10’ except 20 feet for 20’ except: 20° except; YARD SETBACKS 50’= barns and agricultural garages with vehicle access 10’ w/side or rear 10’ w/side or rear buildings facing a street right-of-way parking/garages; garages parking; no setback for and 50’=barns and with vehicle access facing multifamily structures agricultural buildings a street right-of-way must located within 200 feet be setback 20’; no setback | of an abutting mixed use for multifamily structures zoning district located within 200 feet of an abutting mixed use zoning district MINIMUM REAR 20’ except: 10’ except: 10’ except: 15” except: YARD SETBACKS 50’ = barns and agricultural 100’ = barns and agricultural | no setback for multifamily 20’ if directly abutting buildings, and 100’ if abutting buildings structures located within | an R-I or R-II district; no a R-II, R-III, or 200 feet of an abutting setback for multifamily R-IV zoning district mixed use zoning district | structures located within 200 feet of an abutting mixed use zoning district See Back of This Page For More "In order to achieve the minimum density, subdivision of parcels 12,000 square feet or greater shall not allow individual lots larger than 4,000 square-feet unless said lots are reserved for multi- -family dwellings. P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page 1 of 2 05/15/09 City of Port Townsend TABLE 17.16.030 Residential Zoning Districts - Bulk, Dimensional and Density Requirements DISTRICT R-I R-II R-II R-IV MINIMUM SIDE 5’ except: 5” except: 5” except: 15’ except: YARD SETBACKS 10’= abutting a street r-o-w; 10’= abutting a street r-o-w; 10’= along a street r-o-w; 20’ if directly abutting 20 feet for garages with 20 feet for garages with 20 feet for garages with an R-1 or vehicle access facing a street | vehicle access facing a street vehicle access facing a R-II district; no setback right-of-way and 50’ barns right-of-way and 100’= street right-of-way and no for multifamily and agricultural buildings and barns and agricultural setback for multifamily structures located within 100’ if abutting a R-II, R-II, buildings structures located within 200 feet of an abutting or R-IV zoning district 200 feet of an abutting mixed use zoning district mixed use zoning district MAXIMUM 30° 30° 35° 35° BUILDING HEIGHT MAXIMUM LOT 25% 35% except 40% where an 45% 50% COVERAGE ADU is included on the lot MAXIMUM FENCE Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’; Side=8’; Side Front=4’;Side=8’; HEIGHT* abutting a public right-of-way abutting a public right-of- abutting a public right-of- Side abutting a public =4’; rear=8’ way = 4’; rear=8’ way =4’; rear=8’ right-of-way =4’; rear=8’ e NOTE: Maximum fence heights apply within any required front, side, or rear setback area or along the edge of any required yard; refer to Chapter 17.68 PTMC, Fences, Walls, Arbors, and Hedges for specific requirements. (Ord. 2967 9 4.2.2008; Ord. 2939 aa 1,2, 2007; Ord. 2913 > 2, 2005; Ord. 2925 3 4, 2003; Ord. 2782 9 4, 2001; Ord. 2716 3 4.3, 1999; Ord. 2700 9 11, 1999; Ord. 2571 3 2, 1997). P:\DSD\Forms\Building Forms\Information-Table 17.16.030 Res Zoning Districts.doc Page 2 of 2: 05/15/09 Development Services City OF PORT TOWNSEND DSD Residential Building Permit Application », 250 Madison Street, ‘Suite Gus : “Port To nsend: ‘WA. 98368 os “Phone: 360- 373 5095... Project Address: Legal Descrip ion 1 (or Tax#) Addition:, 4 brry exove Ave} ¢ Zoning: R- (| Block: __// Parcel#_ ~7I9460 I/o0l - 7 6 Zb0 Nos Lot(s): Zaez7/ Jz Project Description: ~~2a) SFE. VA WITH GARAGE. Applications by mail must include a check for initial plan review fee of $150 for projects valued over $15,000. See Page 2 for details on plan submittal requirements. Property Owner/Applicant: Name:thut # EuizaAseti Cisen WAeoT Address: /2 /5 — Z AWE CE a City/St/Zip: Foer Peowaseve Wa. FS SES Phone: Email: #0 - 335 -/Sé2 Contact/Representative: Name: << D. GALLUF WZ Levu ower Phone: _Z00 -— £86 -S7)¢ Email: Falhof @ SEANET , Cem Contractor: O Same as Owner Name: Dauid James Inc Address: ?.0. Doe 4 U] City/St/Zip: Woloaws, wt Fors Phone: 20% - 113 - BL6CY Email: State License #TMMDUIZLCG Exp: 2-TVA2 City Business License #, 00 ¥S 22 \2-3\~\0 Building Information (square feet): 1* floor ZOvg Garage: 647 2” floor Carport: 3” floor Other: 297 Blezziurg Basement Vent soo Finished: Unfinished: <os Decks / Porches Covered: /79 Uncovered 414 Heat Type: Zw AZcoe Hy oronilc Electric Heat Pump Other Total: #Bedrooms_.2 #Bathrooms 2.5 Size of lot_ 7,706 Square feet Total Lot Coverage (Building Footprint):* Square feet: 3o062_ % Bl Impervious Surface:* Square feet: 8.32 *Total existing & proposed Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: Project Valuation: $400, 000 .— What year was the structure built? If work includes demolition, see Page 2. Any known wetlands on the property? Y(N) Any steep slopes (>15%)? YN | hereby certify that the information provided is correct, that | am either the owner ocguthorze:Tio act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: — ee GALL ve? Signaturg oA = S Date: Bflazf, V2) Page 1 of 2 - 1/4/2010 -OVER- RESIDENTIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new dwellings, additions, remodels, and garages. % Residential permit application. A\ Washington State Energy & Ventilation Code forms 0 Two (2) sets of plans with North arrow and scaled, no smaller than 4” = 1 foot: XA site plan showing: Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from all sides of the proposed structure to the property lines in accordance with a pinned boundary line survey On-site parking and driveway with dimensions If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location 10. Delineated critical areas boundaries and buffers MW Foundation plan: 1. 2: 3. 4. 5. Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting M Floor plan: ew OO N D A R P W N A R A D N A A L R W N = > Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing | section: Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, ttusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation % Exterior elevations (all four) with existing slope of the land in relation to all proposed structures 4 If architecturally designed, one set of plans must have an original signature % If engineered, one set of plans must have one original signature &% For new dwelling construction, Street & Utility or Minor Improvement application If you are proposing partial or full demolition of a structure that is at least 50 years old, per Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National Historic Landmark district: $58.00 for full committee review. If outside the National Historic Landmark district and not on the Historic Register: no fee for HPC Administrative review. Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels. Page 2 of 2 - 1/4/2010 -OVER- i YADA PU hy Pro Design ee P.O. Box 699 Tracyton, Washington 98393-0699 (360) 377-1026 Eisenhardt Group, Inc. 9-11-09 2 RF eS = 601 Montgomery Street, Suite 830 jp ev & San Francisco, CA 94111 es od | | | | I ATTN: Paul Eisenharat {| Ref: Lots 1 & 2, Block 11 of Al Pettygrove’s Addition Le | | Port Townsend, WA 98368 L_ _ | Paul- | have reviewed the letter report dated December 11, 2008 prepared by the Stratum Group for Alex Little regarding the above subject properties. The subject of the report is to evaluate the slope stability of the subject property as it falls within a mapped ESA area of Port Townsend. The report concludes that normal residential construction with typical foundations may be accomplished and that the property does not have any particular landslide, erosion, liquifaction in seismic events, or similar issues. Based on my review of the report, the indications that you are planning a 2 story wood framed residence, aerial photos on Google, and my experience with engineering a number of other projects in Port Townsend, | do not expect any difficulties. The Glacial Till is noted to be encountered within 2 feet of the surface. Generally, the glacial till in the Port Townsend area is very stable with significant strength. For example there is a very tall cliff of similar till along Water Street. The review of the photos indicates that there are typical wood frame residences located in all directions from the subject property. Although glacial till can have allowable bearing values of 4,000 PSF or higher, the City requires soils testing to confirm bearing values above 2,000 PSF. For a project of this type, use of the typical 2,000 PSF bearing is the most economic. | would recommend that all building foundations be placed onto the till layer. The property would allow for the construction of a slab on grade foundation, wood frame with a crawlspace, a basement, or a combination of these. In summary, | concur with the geologist that the property is very suitable for a typical structure residence with typical foundations. If you have any questions, please feel free to call. Yours truly, John G. (Jay) Bartram S.E., P.E. EXPIRES 5-17-2010 9-11-09 City of Port Townsend Development Services Department 230 Madison Street. Suite 3 Port Townsend. WA 98368 360-379-5095 FAX 360-344-4619 a vet, Seo a neta DATE: November 13. 2009 TO: CAMO09-026 File AFR FROM: Samantha Trone. p£. CC: Suzanne Wassmer, Land Use Development Specialist The “Street and Driveways” comments in CAM09-026 stated that if a single family residence (SFR) was developed on both lots 1 and 2 of Block 11, Pettygrove Addition, than a modification to the T-9 Standard for Cosgrove Street could be approved. After discussion with the Public Works Department, an access from the existing driveway in Cosgrove Street is acceptable for the proposed SFR on lots 1 and 2. The access from the existing Cosgrove Street will be required to be paved to the property line and the existing non-motorized public trail within Cosgrove Street shall remain. %y, if ‘ my Sf and ) oy. " bf 4 wy EN had Sy pr tL ih ‘es “4 a Pte mS, oy Parcel Details Page | of 2 Ve é ‘ Ca Home = County Info Departments ~ Search Parcel Number: 984601105 SEARCH | Parcel Number: 984601105 Printer Friendly Owner Mailing Address: PAUL EISENHARDT TSTE ELIZABETH EISENHARDT TSTE | EISENHARDT LIVING TRUST 2 | 1215 LAWRENCE ST #301 PORT TOWNSEND WA983686559 Site Address: 1323 JACKSON ST PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: AL PETTYGROVE ADDITION Assessor's Land Use Code: 9100 - VACANT LAND Property Description: AL PETTYGROVE ADDITION | BLK 11LOT2| | | Click on photo for larger image. [x] No iE No 2nd — a/A' Photo Photo 5 Z Available Available [‘S 2S ) p C= we) BET No Assessor Data Tax, A/V, Sales Info Map Parcel Plats & Surveys Available Data Available » Jefferson County wash iicre HOME | COUNTY INFO | DEPART Best viewed with Microsoft Internet Explorer 6.0 or later é Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_ NO=984601105 3/2/2010 Parcel Details Page 1 of 2 J Search Home County |nfo ~ Departments Parcel Number: 984601101 SEARCH | Parcel Number: 984601101 Printer Friendly Owner Mailing Address: e— \ | PAUL EISENHARDT TSTE ELIZABETH EISENHARDT TSTE EISENHARDT LIVING TRUST | 1215 LAWRENCE ST #301 | | PORT TOWNSEND WA983686559 U | | | | | Site Address: L a ae 1323 JACKSON ST See PORT TOWNSEND 98368 Section: 2 School District: Port Townsend (50) Qtr Section: NE1/4 Fire Dist: Port Townsend (8) Township: 30N Tax Status: Taxable Range: 1W Tax Code: 100 Planning area: Port Townsend (1) Sub Division: AL PETTYGROVE ADDITION Assessor's Land Use Code: 9100 - VACANT LAND Property Description: AL PETTYGROVE ADDITION | BLK 11 LOT1| | | Comes = Click on photo for larger image. “[R] No “[] No 2nd Photo Photo Available Available No Permit Data a A/V, Sales Info Map Parcel Plats & Surveys Available rs % Jefferson County HOME | COUNTY INFO | DEPARTMENTS | SEARCH f Best viewed with Microsoft Internet Explorer 6.0 or later €E Windows - Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel_ NO=984601101 3/2/2010 TE Q oF In t e r m a p > Sa p Da t a " ® 20 1 0 NX EC E I V E MA R 23 20 1 0 CI T Y OF PO R T TO W N S E N D DS D City of Port Townsend | | | Development Services Department 250Madison Street, Suite 3 Port Townsend, WA. 98368 (360)-379-5095: Fax: (360)344-469 Washington State Indoor Air Quality 2006 Residential Construction Checklist for Zone 1 This form is to be completed in addition to prescriptive compliance form or component performance compliance calculations. Please answer the following questions: VENTILATION REQUIREMENTS FOR INDOOR AIR QUALITY: What kind of ventilation will be used throughout the house: Exhaust Option O HVAC Integrated Option If you chose “Exhaust Option.” complete the following: e Where is your whole house fan located (what room, etc.)?_ _ @7Z/¢/7 vA e What size is the whole house exhaust fan? See table below: Floor Bedrooms Area, ft2 { 2 or less 3 4 5 6 7 8 Min Max Min Max Min Max Min Max Min Max Min Max Min Max < 500 50. «75 65 98 80 120 95 143 110 165 125 188 140 210 501 -1000 55 83 70 105 85 128 100 150 115 173 130 = 195 145 218 1001-1500 60 90 75 113 90 135 105 158 120 180 135 203 150 225 1501-2000 65 98 ~ 80 120 95 143 110 165 125 188 140 210 155 233 2001-2500 70 105 85 128 100 150 115 173 130 195 145 218 160 240 2501-3000 75 113 90 135 105 158 120 180 135 203 150 225 165 248 3001-3500 80 120 95 143 110 165 125 188 140 210 155 233 170 255 3501-4000 85 128 100 150 115 173 130 195 145 218 160 240 175 263 4001-5000 95 143 110 165 125 188 140 210 155 233 170 255 185 278 5001-6000 105 158 120 180 135 203 150 225 165 248 180 270 195 293 6001-7000 115 173 130 195 145 218 160 240 175 263 190 285 205 308 7001-8000 125 188 140 210 155 233 170 255 185 278 200 300 215 323 8001-9000 135 203 150 225 165 248 180 270 195 293 210 315 225 338 >9000 145 218 160 240 175 263 190 285 205 308 220 330 235 353 *For residences that exceed 8 bedrooms, increase the minimum requirement listed for 8 bedrooms by an additional 15 CFM per bedroom. The maximum CFM is equal to 1.5 times the minimum. e Fresh Air Inlets are required for this option in each habitable room (includes all bedrooms, kitchen, etc., not bathrooms or utility rooms). What type of fresh air inlet will be installed? O Window Port O) Wall Port See next page C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc TYPE OF HEATING: e Electric: O Wall Heater OO Baseboard UO Electric Forced Air Boiler @ Non-Electric: O) Propane O Oil Heat O Heat Pump OD Boiler VAPOR RETARDERS: Vapor retarders shall be installed toward the warm surface as represented below. Select one option for floors, walls, and appropriate ceilings: e Floors: 4 Plywood with exterior glue OPoly plastic (greater than or equal to 4 millimeter thick) OBacked batts e@ Walls: OPoly plastic (greater than or equal to 4 millimeter thick) OFace-stapled, backed batts LLow-perm paint e Ceilings: ONot required where ventilation space averages greater than or equal to 12 inches above insulation OFace-stapled, backed batts H1Poly plastic (greater than or equal to 4 millimeter thick) OCLow-perm paint HEAT PUMP EFFICIENCY: As listed in the ARI directory, heat pump efficiency shall be met as follows: OSplit system, air source heat pump: HSPF greater than or equal to 6.8; COP greater than or equal to 3.0 OSingle package, air source heat pump: HSPF greater than or equal to 6.6; COP greater than or equal to 3.0 O)Water source heat pump: COP greater than or equal to 3.8 OGround source heat pump: COP greater than or equal to 3.0 CENTRAL COMBUSTION HEATING SYSTEM AFUE: As listed in the GAMA Directory, the central combustion heating system AFUE rating shall be: OGreater than or equal to .78 (Med. Prescriptive Options & Chap 5 Calculation) OGreater than or equal to .74 (low Efficiency Options) CiGreater than or equal to .88 (High Efficiency Options) COther (as per Systems Analysis Qualification) C:\Documents and Settings\markp\Local Settings\Temporary Internet Files\Content.Outlook\Y CFWUM82\Checklist-Indoor Air Quality .doc mE = 2006 Withington State Energy Code - Prescriptive ) | 1 1 | | | | | . || | lee Wy _| PRESCRIPTIVE REQUIREMENTS” FOR GROUP R OCCUPANCY | TABLE 6-1 | ; CLIMATE ZONE 1 “TTRLOLPOBL OWNS | ul = — es U-Factor ; Wall? | Walle | Walle Slab® Option | Area’: Door” | Ceiting? | Vaulted | Above | int | ext | Fico | on % of Floor | Vertical | Overhead"’ | U-Factor Ceiling’ | Grade | Below | Below Grade Grade | Grade L. 10% 0.32 0.58 0.20 R38 R-30 RIS | R15 | R-10 | R30 | R-10 1* 15% 0.35 0.58 0.20 R-38 R-30 R21 | R-21 | R-10 | R30 | R-10 i. 25% 0.40 0.58 0.20 R-38/ | R-30/ | R-21/ | R-15 | R-10 | R-30/ | R-10 Group R-1 U=0.031 | U=0.034 | U=0.057 U=0.029 and R-2 | Occupancies +— Only Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 | R-21 | R-10 | R30 | R-10 Group R-3 and a | Occupancies Only Ya Fe Unlimited +—0.35 0.58 020 /r3s/ \ R30) R21/ | R415 | R10 /R30/\| R-10 a Group R-1 U=0.031 ) U=0.034 \ U=0. U=6.029; and R-2 > | Occupancies Onty * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option {or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes _.. Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance heewen the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the “ceiling” requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shalf be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. © 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified'in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 2006 Edition Receipt Number: Record Retention Fee for Business Lic $3.00 $3.00 $0.00 BD lO- O63 ‘Business license fee $25.00 $25.00 $0.00 Total: $28.00 “CHECK 1552 $ 28.00 Total: $28.00 genpmtrreceipts Page 1 of 1 Contractors or Tradespeople Detail Return to List > Start a New Search > EI Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&l to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Name Phone No. Address Suite/Apt. City State Zip County Business Type Business and Licensing Information (206) 718-3169 Po Box 441 Hobart Wa 98025 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 4) 602175669 Y) Active 4 Construction Contractor 2/7/2002 2/7/2012 L D General 4 Unused Parent Company i Business Owner Information = Hide All Name Role Effective Date Expiration Date Temple, Timothy Agent 02/07/2002 Mahler, David W President 02/07/2002 Edgecombe, Norena Vice President 02/07/2002 © Bond Information LY Bond . poe : Bond Bond Company Kecnant Effective Expiration Cancel Impaired Bond Received Name Date Date Date Date Amount Date Number DEVELOPERS Until nti 2 SURETY & INDEM 572280C 02/05/2004 $12,000.00 02/17/2004 Cancelled co = Assignment of Savings Information y No records found for the previous 6 year period © Insurance Information J Insurance Policy Number A t Company y Effective Expiration Cancel Impaired moun Received https://fortress.wa.gov/Ini/bbip/Result.aspx 4/12/2010 Receipt Number: SDP10-004 984601101 Eng Inspection $139.50 $139.50 $0.00 SDP10-004 984601101 SDP Technology Fee $5.00 $5.00 $0.00 SDP10-004 984601101 SDP Water/Sewer Fee $75.00 $75.00 $0.00 SDP10-004 984601101 SDP Permit Fee $37.50 $37.50 $0.00 SDP10-004 984601101 SDP Street Fee $37.50 $37.50 $0.00 SDP10-004 984601101 SDP Record Retention $7.50 $7.50 $0.00 SDP10-004 984601101 SDP PR Stormwater Fee $50.00 $50.00 $0.00 SDP10-004 984601101 SDP PR Street Fee $50.00 $50.00 $0.00 SDP10-004 984601101 SDP PR Water/Sewer Fee $100.00 $100.00 $0.00 Total: $502.00 CHECK 4985 $ 502.00 Total: $502.00 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-063 984601101 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 Total: $150.00 CHECK . 144 «$450.00 Total: $150.00 genpmtrreceipts Page 1 of 1 MDT ENGINEERING 31403 S. 44" Avenue South Auburn, WA 98001 253-887-8725 Structural Calculations For Gallup Building and Design Eisenhardt Residence Port Townsend, WA March 19, 2010 MAR 23 2010 ; CITY OF PORT TOWNSEND DSD Building Official: Please accept this engineering packet only with a wet stamp and only for the site noted above. ~-FILE COPY MDT ENGINEERING 31403 S. 44" Avenue South Auburn, WA 98001 253-887-8725 Table of Contents Page No. Scope of Work Structural Notes ii Shearwall Schedule lil Structural Details iv - Lateral Analysis 1-7 Vertical Analysis 8 - MDT ENGINEERING 31403 S. 44" Avenue South Auburn, WA 98001 253-887-8725 Scope of Work MDT Engineering was asked to provide structural calculations for the proposed structure. The following items are included: 1. Lateral Analysis with Basic Wind Speed of 85 MPH, Exposure C 2. Vertical Analysis 3. Foundation Design We have provided the designer with a set of plans and 2 copies of the structural calculations for his use in obtaining a building permit for the referenced project. The scope of this agreement covers the design phase only. If site inspections are required by the Building Dept., these will be performed at an additional hourly fee of $100.00 per hour. Also, revisions to the original design will be billed at the hourly rate of $100.00 per hour. To reuse these calculations for another site, please contact MDT Engineering for review and approval. A new cover sheet is required with the new site address and an original wet stamp. Questions about the attached information should be addressed to MDT Engineering. Michelle D. Thompson, PE MDT Engineering, Inc. STRUCTURAL NOTES CODES AND SPECIFICATIONS 1. INTERNATIONAL BUILDING CODE, 2006 EDITION, ASCE 7-05 2. INTERNATIONAL RESIDENTIAL CODE, 2006 EDITION 3. SIMPSON STRONG TIE CONNECTORS AND ANCHOR SYSTEMS CATALOGS 2007 4. FASTENERS IN CONTACT WITH PRESSURE TREATEDE WOOD MUST BE STAINLESS STEEL, ZMAX (G185HDG PER ASTM A653), BATCH/POST HOT-DIP GALVANIZED (PER ASTM B695, CLASS 55 OR GREATER). UNCOATED AND PAINTED PRODUCTS SHOULD NOT BE USED WITH TREATED WOOD. WHEN USING STAINLESS STEEL HOT- DIP GALVANIZED CONNECTORS, THE CONNECTORS AND FASTENERS SHOULD BE MADE OF THE SAME MATERIAL. DESIGN CRITERIA 1.WINDLOAD — INTERNATIONAL BUILDING CODE — 2006, ASCE 7-05 SIMPLIFIED METHOD, BASIC WIND SPEED — 85 MPH, EXPOSURE § (1 2. SEISMIC INTERNATIONAL BUILDING CODE — 2006, ASCE 7-05 SIMPLIFIED ANALYSIS, SEISMIC DESIGN CATEGORY D, I= 1.0 3. ROOF LOAD DL = 15 PSF LL =25 PSF 4,.FLOORLOAD DL=10PSF LL = 40 PSF 5. DECK LOAD DL = 10 PSF LL = 40 PSF 6. SOILS ASSUMED 1500 PSF ALLOWABLE SOIL BEARINJG ASSUMED 30 PCF EQUIVALENT FLUID PRESSURE FOR RETAINING WALL DESIGN 7. CONCRETE 3000 PSI @ 28 DAYS (2500 PSI USED FOR DESIGN) GRADE 40 REINFORCEMENT MINIMUM 3” COVER FOR ALL REINFORCEMENT EXCEPT AS NOTED AT RETAINING WALLS OR OTHER DETAILS 8. MORTAR TYPES TIMBER CONSTRUCTION NOTES 1. 3. LUMBER GRADES AND ALLOWABLE STRESSES SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON PLAN: ALL LUMBER, UNLESS NOTED OTHERWISE HEM-FIR #2 OR BETTER GLULAM BEAMS 24F-V4 Fb=2400 PSI 1%” MICROLAM, LVL E = 1800 KSI Fb=2600 PSI 26”, 34”, 5 4? & 7” PARALLAMS, PSL E = 2000 KSI Fb=2600 PSI WHEN TOP PLATE IS INTERRUPTED BY HEADER, HEADER SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE EACH END. USE 2- SIMPSON MSTA24 CONNECTORS, UNLESS NOTED OTHERWISE. ALL SHEAR WALL SHEATHING NAILS AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND AS NOTED IN THE SHEAR WALL SCHEDULE. FLOOR AND ROOF DIAPHRAGM NAILING SHALL BE 8d COMMON @ 6” O.C. AT ALL SUPPORTED PANEL EDGES AND 8d @ 12” O.C. AT INTERMEDIATE SUPPORTS. SOIL CONSTRUCTION NOTES L ye ALL FOOTINGS AND SLABS SHALL BEAR ON UNDISTRUBED SOIL OR FILL COMPACTED TO 95% MODIFIED PROCTOR ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATIONS FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER OR THE ENGINEER. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ANY PROPOSED FIELD CHANGES MUST HAVE THE APPROVAL OF THE ENGINEER PRIOR TO CONSTRUCTION. CHEARWALL SCHEDULE ck we ALL FASTENERS SHALL MEET THE FOLLOWING CRITERIA: 21151 DIAX 2 |/4" MIN, 0.148" DIA X 2 v2" MIN, led COMMON = O161" DIA 3 12" MIN, 5cl COOLER » 2,086" DIA x | 5/8" MIN, Bd GIB = @282" DIA X | 3/4" MIN, BGA STAPLE = 0272" DIA x | V2" MIN, 14 GA STAPLE + 0280 DIA xX | 1/2" MIN. MARK SHEATHING FASTENER SPACING “| °. BOTTOM PLATE ~ RRAMING | ALLOW | NOTES # ALL EDGES NAILING OR ANCHOR BOLTS] ANCHORS . ABLE (NOTE "S) (NOTES M, “1l) (NOTE) (NOTES #1, 3) | SHEAR “T Tie" HIN APA RATED | BIXI-I4' MN. @6"OC| JeIKG-IHINe BNO, | SHEATHING OR OR a oR A3S @7'-4"° OC, | 130 PLF 77 APA RATED SIDING 303 4 GA 9 6" OF, ‘In AB@b-e"0D. | ok KACO |. _ 7 Tie" MIN APA RATED | BI'x2-14" TIN @ 6" OG. | MTG-I2*MIN®6"OGOR| . [i> SHEATHING OF OR Va" AB @3'-2" OC. OR | AB5 4 l-6'OC. | 230 PLF 2 APA RATED GIDING 303 I4 GA, € 6" OL, bev ABe 4'-6"0C, |2R RoC | Vie" MIN.APA RATED | JBI'X?-U4' MIN. 4" OC, | deTxa-IQ"MIN@ 4"OC.OR| > SHEATHING OR OR V2" AB @2'-@" OC.OR | ABB 6 lO" OL, | 350 PLF ? APA RATER SIDING 303 4 GA, @4" OC. 5/e" AB a3'-B"0C. | 02 BBA ie" MIN. APA RATED | J3I"X2-/4" MIN. #3" OC; | VAIS" LAG BCREU @ 1" OC. OR > SHEATHING OR OR “| We" AB ele'oc.or | Aewon | 451PLF | 2.4,9,18 APA RATED SIDING 383 14 GA, #3" OC. bf" AB e?-4"0C. |Ok RBC Vie" HIN. APA RATED | 148"%2-U/2" MIN. @ 3" OL, | WMXS" LAG GCREW @ 6" 06 OR > BHEATHING OF oR V2" AB el-480C.0R | A8bee'OC | S45 PLF | 2,4,9,10 AFA RATED SIDING 303 | 14GA02-l8"0C. | Se ABe?-o'or |O2 ZBC. 7 ; 13"2-(/4" MIN, @ 3" OL, ' . Vie" MIN, APA RATED :; VAX" LAG SCREW # 3° OC. OR 2.4.6 1) 5 OR " ‘gu AS @ 6" OL. 902 PLF ¢ \ [> aHEATHNG BOTH SIDES) cat BOL. bie" ABS I2 OC. | OP oe 9, lo NOTES: ALL APA RATED SHEATHING AND SIDING AND PANEL EDGES GHALL BE BACKED WITH 2 INCH NOMINAL OR WIDER FRAPIING AND FASTENEO PER THE SCHEDULE ABOVE. PANELS MAT BE INETALLED EITHER HORIZONTALLY OR VERTICALLY. 6PACE NAILS AT I2" OC. OR BTAPLE® AT 2" OC. ALONG INTERMEDIATE FRAMING MEMBERS. | PROVIDE ALL ANCHOR BOLTS WITH 3"x2"x2/l6" PLATE WASHERS. _ AT GARAGE JAMBS, REFER TO LATERAL RESTRAINT PANEL DETAIL *401 _ PROVIDE Vie" MIN, APA RATED SHEATHING (PLYWOOD OR OSB) OR APA RATED SIDING 303 OR INNER SEAL O86 RATED PANEL SIDING ON ALL EXTERIOR WALLS DESIGNATED Aé GHEARWALLS. _ WHERE PANELS ARE APPLIED ON BOTH SIDES OF A WALL AND Nall, SPACING IS LESS THAN 6" OC. ON BITHER SIDE, PANEL JOINT6 SHALL @E OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OF FRAMING SHALL BE 3" NOMINAL OR THICKER AND NAIL& ON EACH GIDE HALL BE STAGGERED. | REFER TO TYPICAL BHEARWALL DETAILS FOR LOCATION OF FRAMING ANCHORS. GEE DETAIL TRANSFER HARDWARE AT EXTERIOR SHEARWALLS AT ROOF WHERE FRAMING Io PERPENDICULAR TO WALL SEE DETAIL "902 FOR LOCATION OF FRAMING ANCHOR6 AT GABLE ENDS. TRUSE WITH FRAMING ANCHORS SPACED PER SCHEDULE OR EXTEND SHEARWALL TO ROOF AND SHEATH AND FASTEN PER SHEARWALL TYPE CALLED OUT BELOW SHEATHING. FOUNDATION SILL PLATES AND BOTTOM PLATES MEMBER € SHEARWALL TYPES 3,4, AND &. ALGO, . ALL FRAMING MEMBERS RECEIVING EDGE NAIL 3X MEMBER © SHEARWALL TYPES 34, AND 5. FOR EXAMPLE, AND 5. Gla HDG, BATCH/POST HOT-DIP GALVANIZED OR MECHANICALLY GALVANIZED. OF GHEARWALL SHALL NOT BE LEGS THAT A SINGLE 3x PROVIDE A 3x MINIMUM WIOTH MEMBER BELOW SHEARWALL TO RECEIVE LAG SCREWS SUCH AS A 5x RIM JOIST, 3x JOIST BELOW SHEARWALL OR 3X BLOCKING BELOu! SHEARWALL, ® SHEARWALL TYPES 34, FASTENERS AT PRESSURE PRESERVA dation SHEAR | AT INTERIOR SHEARWALLS AT ROOF PARALLEL 10 THE TRUSSES, REFER TO DETAIL *32). TIE SHEARWALL TO ROOF ING FROM ABUTTING PANELG SHALL NOT BE LE8S THAN A GINGLE PROVIDE 4 3x STUD AT VERTICAL JOINTS IN THE TIVE AND FIRE RETARDANT TREATED WOOD SHALL BE STAINLESS STEEL. FOOTING SCHEDULE MARK | SIZE |DEPTH| REINFORCING areal 18 18”x18" 8" 2#4 each way 3375# 24 | 24’x24” | 10” 3#4 each way 6000# 30 30”x30” 10” 3#5 each way 9375# 36 36”x36" 10” 3#5 each way | _13500# 42 42”x42” 10” 3#5 each way 18375# 48 | 48"x48" 12° 4#5 each way 24000# 54 54”x54” 12” 5#5 each way 30375# 60 |60’x60”| 12” | 5S#5eachway | 375004 66 | 66”x66” | 12” 6#5 each way 45375# 72 =| 72”x72” |__ 12” 7#5 each way 54000# Note: Footing design is based on 2500 psi concrete and an allowable soil bearing pressure of 1500 psf. ; mem filles \ oh Lor I'-4" 1D! BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE 2X STUD WALL SIMPSON HOLDOWN PER PLAN, FILL ALL NAIL HOLES W/léd NAILS EDGE NAILING @ BOTTOM PLATE AND SILL PLATE ANCHOR BOLTS SIZE AND SPACING PER SHEAR WALL SCHEDULE 6. *4 REBAR l6é" OC. (VERTICAL) 4 #4 REBAR IO" OC (HORIZONTAL) (2) #4 REBAR CONTINUOUS TYP. SHEAR WALL DETAIL 3/4" SCALE AWS uv/e NI W Fr i Th e ] ; Ae VLE TIVM AVERS GAL L naan L ~ hy iv ie | nV alli IO SNOMNIINOD SWEZS Pe (2) “L = (IVINOZISOH) JO 11 AVG te 9 MH VW (WOURSA) DO 191 AVG he “S |=) 4i\-— 5 anasto [—— Alt Zz Tiym aiVZHS SZ ONIDVES | St ANY 3ZIS 1102 SOHONY 4 Ka ee AVI TNS GSLVSaL x2 > I »y— S alV Td TIS ONV AlV Id WOLLOG @ ONIIVN 39035 ‘¢ STIVN POV/M _ ee : S3H1OH VN TV Td ‘NV Td Add NNOCIOH NOSAWIS 2 TIvm anis xz 1 Lal J \ HI ESINM AY? / O mL t il 8. 3. BOTTOM PLATE NAILING PER SHEAR WALL SCHEDULE SIMPSON STRAP LOCATE PER PLAN . 2X STUDS SIMPSON FRAMING ANCHORS PER SHEAR WALL SCHEDULE NOT REQUIRED IF HORIZONTAL SHEATHING JOINT OCCURS ON RIM JOIST SILL PLATE WITH ANCHOR BOLTS PER SHEAR WALL SCHEDULE , FOUNDATION STRAP LOCATE PER PLAN _ @ PONY WALL, PROVIDE SHEATHING AND NAILING PER SHEAR WALL ABOVE EDGE NAILING @ PLATE FOOTING DIMENSIONS OTHER FOUNDATION SECTIONS TYP. SHEAR WALL DETAIL WITH 12 3/4" SCALE STHD HOLDOUWN @ CRIPPLE Wd he say "\ i NE J < | 2X TREATED SILL PLATE WITH ANCHOR BOLTS PER SHEAR WALL SCHEDULE 2. *4a@\8"OC. 2'-O" 2'-0" | @ GARAGE SLAS i aUill il 7 ay 4" ie ] FRAMING ANCHORS PER SHEAR WALL SCHEDULE JOISTS AT le" OC. MAX. 3. NAILING PER SHEAR WALL SCHEDULE 4, 2"X6" HF."2 TREATED SILL PLATE WITH ANCHOR BOLTS PER RETAINING WALL SCHEDULE 5. HORIZONTAL REINFORCING 6. VERTICAL REINFORCING ao DOWELS TO MATCH VERTICAL REINFORCING 8, SLAB ON GRADE ON COMPACTED FILL 9. BACKFILL WITH 18" MIN. OF FREE | DRAINING BACKFILL AND PROVIDE 4" ROUND FOOTING DRAIN @. FOOTING REINFORCEMENT NOTE: FLOOR FRAMING AND SHEATHING MUST BE INSTALLED PRIOR TO BACKFILLING. CL R . RE S T R A I N E D RE T A I N I N G WA L L 3/ 4 " SC A L E (e y ) OT M NI L V G N N O 4 SN I T N S N O V E OL Ol d GH T I V N AN Y SO V Ie Ni 3a LS N W sn i p o v e AG CA S O d H ! 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[EIS i i é e MI N . " mr ~~ CANTILEVERED RETAINING WALL (126) 3/4" SCALE REFER TO SCHEDULE BELOW ‘E N I V A I G SO SO N V N S I N I V W CN Y NO J L O S E S N ! Di C O l a s d . 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SIMPSON 'H25! AT EACH TRUSS . 3. ROOF SHEATHING | —3 4, 2X BLOCKING W/ad!@ 6" OC. we 5. SHEARWALL NAILING PER SCHEDULE Nos ae ae - PERIMETER SHEAR TRANGFER —/ DETAIL @ EXTERIOR SHEARWALLS 3/4" SCALE | RAFTERS PER PLAN I 2. SIMPSON 'H25' AT EACH RAFTEAZ- 4, 3, ROOF SHEATHING w 2. 4. 2X BLOCKING W/8d @ 6" OC. 5. SHEARWALL NAILING PER SCHEDULE ne 4b, WEDGE BY LCH aN ios bo Ne Ld )\ PERIMETER SHEAR TRANSFER / DETAIL @ EXTERIOR GHEARWALLS 3/4" SCALE 3 I 4 |. SHEATHING AND NAILING PER SHEARWALL SCHEDULE AND PER PLAN 2. SIMPSON 'A35' FRAMING ANCHORS NOTE: PROVIDE SHEATHING / AND NAILING PER SHEARWALL PER SHEARWALL SCHEDULE SCHEDULE OR DESIGN TRUSS 2 3. Bd NAILS @ 6" ON CENTER AS A DRAG STRUT, REFER TO 4. GABLE END TRUSS ENGINEERING FOR DESIGN : FORCES - ; \ 4 LA GABLE END TRUGS DETAIL 3/4" SCALE 202 F1WVDS w/e coe € wii CA want HOV BAY CARI SnVinWad ‘araad BoIg BiIVIOD BIVLMANG ON Al) BANCBAY OIVLAMAHG / 7 BL War HtuvOZIacH aN AALNSD| NO 19 @ SIIVNPS JINASHOS TIvimalvsHs wae SAOHONY ONIWVald SEV, NOSIS “2 NV Id add CNY SINGSHIS TIvMalVvsaHs aad SNITIVN ANY SNHLVSHS | - . ONS S1ev) - SINASHIS TIVMAVSHS ASe SNITIVN CONV - PNIHLYSHS ACIAOAd ‘SALON AW2S w/e ONINVad 00a OL TSTIVA TIVM Coe “IVLEO TIVM SAVES LN GAL id, NOILdo iV, NOILdO IT imal sSNA 40048 °9 JS JS Tivm aSno1 aqndaHo¢ TW1ymavSHs Sad daovds GeAv NOSAWIS *€ | , NVId aad CONV / Ng FINdaHOs vmalySHs Aad = ONIIVN CNY DNIKLVSHS “2? / FINGEHDS TVMAVSHS Add —SNITIVN SUV Id WOLLod 1 yO dOL NO DNiLIvald x2 “4 | | AAINIO NO 19 © STIVN PS P | € / | 4 2 — 3 |. 2" * 4 " TO P PL A T E 2. GA R A G E DO O R HE A D E R 4) 3. NA I L SH E A T H I N G TO HE A D E R / @ 3" OC . EA C H WA Y 4. Bd NA I L S @ 3" OC . AL L PL A T E S , HE A D E R S AN D ST U D S 5 PA N E L WI D T H : < 2' - 1 " @ 9' WA L L , < 2' - 4 " @ 8' WA L L 6. 3X BL O C K I N G @ AN Y PL Y W D . JO I N T S 7. 3X PL A T E 8. (2 ) - I / 2 " RO U N D AN C H O R BO L T S , MI N . 1" EM B E D M E N T 9, AP A RA T E D SH E A T H I N G PE R SH E A R WA L L SC H E D U L E I 1. (2 ) 2X ST U D S . NA I L SH E A T H I N G TO EA C H ST U D _ SI M P S O N HO L D O U N PE R PL A N _ (2 ) #4 RE B A R i ® 1B . &4 L @ 16 " OC . VE R T I C A L - 3 MI N . #4 @ 10 " OC . HO R I Z O N T A L - 2 MI N . . RA I S E EL E V A T I O N OF CO N C R E T E ST E M W A L L TO PR O V I D E A MI N I M U M HA U RA T I O = 35 / 1 . aaa a" fe eT nannannn po => oa) 1@) U 1@) ma b T T Asche: a WH E R E "W " = '- 6 " , MA X . "H " = 5' - 3 " WH E R E my " = 2' - O " , MA X . Op i e = T' - @ " ; WH E R E "W U " = 2' - 4 " , MA X , "H l ! = g' - 2 " WH E R E my e = 2' - 7 " ) MA X . my = 9' . 2 " _T O P OF SL A B L t ee ee ee ee C os . | SOE LATERAL RESTRAINT PANEL N.T.S 42 MDT Engineering, Inc. 31403 44" Ave. S. Auburn, WA 98001 253-887-8725 (Fax) 253-887-8672 Lateral Analysis Wind Design: Per 2006 IBC and ASCE 7-05, Sect. 6.4 Method 1 Simplified Procedure Wind Speed = 85 MPH Exposure C From Figure 6-2 This factor varies on mean height and exposure category H = 30’ or less Height and Exposure Factor = 1.4 H = 35’ or less Height and Exposure Factor = 1.45 H = 40’ or less Height and Exposure Factor = 1.49 Horizontal Wind Loads: From Figure 6-2 These loads vary based on wind speed, roof slope and height and exposure factor. These are the maximum values for any roof slope. Ps = HEF x Kzt x1 x Ps30 Zone A = 1.4.x 1.0 x 1.0 x 15.9 = 22.3 PSF Zone B = 1.4.x 1.0 x 1.0 x 8.8 = 12.3 PSF Zone C = 1.4x 1.0 x 1.0 x 10.6 = 14.8 PSF Zone D = 1.4x 1.0 x 1.0 x 7.0 = 9.8 PSF For Horizontal Design Loads, use the maximum load of 22.3 PSF in all zones and directions. MDT Engineering, Inc. 31403 44" Ave. S. Auburn, WA 98001 253-887-8725 (Fax) 253-887-8672 Lateral Analysis Seismic Design: Per 2006 IBC and ASCE 7-085, Sect. 12.14 Simplified Alternative Structural Design Soil Site Class D Occupancy Category 1, 1 = 1.0 Fa = 1.0 Ss = 1.5 cye15 $1205 Sm1=FvxS1=15x05=075g Sds = 2/3 x Fax Ss = 2/3x1.0x1.5= 1.0g Sd1-= 2/3 x Sm1 = 2/3 x 0.75 = 0.5g From Table 11.6-1, Seismic Design Category D V = (Fx Sds x W)/R W = Dead Load R = Response Modification Factor = 6.5 for light frame walls with wood shearwalls = 1.0 for 1 story = 1.1 for 2 story = 1.2 for 3 story V=(1.2x 1.0 x W)/6.5 V = 0.1846 x W wo DRIES __ COMPARE WIND _ pf Seine BSE SHOR ch eee * Repusioeasen CC FUL : wine . USE MAK. WIND LOAD, OF 22.3PS5 IN NL DIRECTIONS eis ee pet ne am an ps —_—- Vou = (tte X28 = patre - a spemmies cece a 7 Nar nadeyes, . . = O-1IAGW si ye kooe +4) (15) 2616 ok lef eect wt pomespeevem mpfen sted itd? 202 = 2. Lee. , wo he, he 6 mete ee cen. “ aan & vate Woseecele 5 amt. snmancdevn coronene toe tk \ea=0. ete _ (716 Hy = iar /h4 z jozeue Lap DB Veg 2). 13002) = Boru Newi > Ne 1 2 ees courears) aul MDT Engineering Consulting Structural Engineers 31403 44th Ave. S. Auburn, WA 98001 253-887-8725 Wind | 22.3 Load SW# Width | Height | Total Wall Total Shear SW Shear | Length | Wall |Per Foot! Type Length 1 13 10.25 | 2971 2.75 | 7 8.83 | 11.58 | 257 2 2 _ 29 10.25 | 6629 | 4.00 9.50 6.00 | 19.50 | 340 2 3 23.33 | 10.25 5333 | 12.00 6.00 | 18.00 | 296 2 4 7.33 | 10.25 | 1675 | 3,00 Z 4.50 400 | 11.50 | 146 1 5 3.25 | 10.75 | 779 | 18.50 ; 18.50 42 1A «6 14.25 | 10.75 | 3416 | 8.00 9.50 : 22.50 7 11.00 | 51.00 67 1A 7 16.25 | 10.75 | 3896 | 5.00 6.50 3.00 2.50 | 17.00 | 229 1 8 6.25 | 10.75 | 1900 | 3.50 6 3 3.50 7.00 271 2 Eisenhardt Residence MDT Engineering Consulting Structural Engineers 31403 44th Ave. S. Auburn, WA 98001 253-887-8725 Wind | 22.3 Load a ~ SW# | Width | Height | Total | Wall | Total | Shear | SW Shear | Length | Wall (Per Foot! Type to Length © | 9 | 14.75 | 10 3289 | 8.00 8.00 | 16.00 | 206 | 1 10 14.75 10 3289 | 2.00 2.00 _ 4.00 822 5 11 11 10 2453 | 10.00 | ; 15.00 | 25.00 98 1A 12 | 11 10 2453 | 21.50 ; 7 21.50 | 114 1A Eisenhardt Residence MDT Engineering Consulting Structural Engineers 31403 44th Ave. S. Auburn, WA 98001 253-887-8725 Shear Length Total | Dead Wall Gross Net Helddown! SW | Per (feet) Shear load (Height; Uplift | Uplift Stra a Foot “°°? | (Ibs) | (Ibs) (feet) (Ibs) | (Ibs) P 1A 257 2.75 706.75 150 8.5 2184.5 | 1978 | STHD8RJ 1B | 257 8.83 | 2269.31 150 8.5 | 2184.5 | 1522 | STHD8RJ 2A 340 4 ~~ | 1360 150 8.5 2890 | 2590 | STHD8RJ 2B | 340 9.5 3230 150 8.5 2890 | 2178 MST48 2C 340 6 2040 150 8.5 2890 | 2440 MST48 3A 296 12 3552 150 8.5 2516 | 1616 MST48 3B 296 6 1776 150 8.5 2516 | 2066 MST48 4A 146 | 3 438 150 8.5 1241 1016 | STHD8RJ 4B 146 45 657 150 8.5 1241 904 STHD8RJ 4C 146 | 4 584 | 150 8.5 1241 941 STHD8RJ 5 | 42 18.5 777 150 8.5 357. | -1031 | NO UPLIFT | 6A 67 8 | 536 150 8.5 569.5 -31 NO UPLIFT 6B 67 9.5 636.5 | 150 8.5 569.5 | -143 | NOUPLIFT | | 6C 67 22.5 | 1507.5 150 8.5 569.5 | -1118 | NO UPLIFT 6D 67 11 737 150 8.5 569.5 | -256 | NO UPLIFT | 7A | 229 | 5 1145 150 8.5 1946.5 | 1571.5 STHD8RJ 7B 229 6.5 1488.5 150 8.5 1946.5 | 1459 | STHD8RJ 7C 229 3 _ 687 150 8.5 1946.5 | 1721.5 | STHD8RJ 7D 229 2.5 572.5 150 85 | 1946.5 | 1759 | STHD8RJ 8A 271 | 3.5 948.5 150 8.5 2303.5 | 2041 STHD8RJ 8B 271 | 3.5 948.5 150 8.5 2303.5 | 2041 STHD8RJ 9A | 206 8 1648 | 150 8.5 1751 1151 STHD8 9B 206 8 1648 150 8.5 1751 1151 | STHD8 | 10A | 822 | 2. 1644 150 7 5754 | 5604 HDU8 10B | 822 2 1644 150 7 5754 | 5604 HDU8 | 411A 98 10 980 150 8.5 833 83 NO UPLIFT 11B 98 15 1470 150 8.5 833 -292_ | NOUPLIFT 12 114 21.5 2451 150 8.5 969 | -643.5 | NO UPLIFT ‘| date project page ike 1esqD'# = = 9000" | [Sle xiaiz | Ale [W-2o| Le is!) we i (4e)= Oe BIZ a ‘|date 7, | [) | IO project GALLUP |B PBINALDT- pase KOCE FRAMING Weal] L- nd! we lo(40)= 4008 CL Age = 125 Ape? Bb Deg $2200 | aa - | Lew Wes (40)° 200rr Me 28800!" R=4C008 4] Me |44c0'* — peyoot —— aiax is) by : OY Ny Ps —O "I date ) project page _\l* BELA) | I40PLE Eat _ ‘ date project pase fore. FeAnAIJaG 4 de 25 We = || (40) + 20 oe tBDer. OC | Me 2909'F ee Be 2275? —<j Bea? Bea bps | ¥ * x C™ Sy N x NN I N B A S N - IN S b N \ N\ B N 4 Wh ih ». =. WESTECH COMPANY Environmental Consulting ~ Site Permitting | October 5, 2009 pL 2 | a “iW VENOCWNL Paul and Elizabeth Eisenhardt 1085 Greenwich Street, #3 San Francisco, CA 94133 Dear Mr. and Mrs. Eisenharct: This letter is a report on information gathered for the property you intend to purchase at Jackson and Cosgrove Streets in Port Townsend, Washington. | have carried out the tasks described in our Scope of Work (modified) of September 28, 2009 including purchase and review of a computer data base search from Environmental Data Resources (EDR) as you authorized. Our findings are as follows: Site Reconnaissance: The Site lies on the north side of Morgan Hill, a 250 foot high feature bordering Admiralty Inlet. The Site is at an elevation of about 120 - 140 feet, or halfway up the north side of the hill. The property slopes upward from Jackson street with a topographic differential of about 12 feet. This agrees with the Stratum Group Geotechnical Report (2008) which found an overall slope of 12 percent, however, most of that slope is a steep rise adjacent to Jackson Street. The homesite itself appears to slope at 5-7 percent. The Site has been cleared and recently mowed with a brush or weed cutter. Vegetation on the outer edge of the Site includes cherry, apple and other ornamental trees. Shrubs including Himalayan Blackberry, snowberry, ocean spray, nootka rose, and bracken fern are present. Field grasses, and English ivy are present throughout the level areas of the Site (near the center). Soils are mapped by the U.S. Soil Conservation Service (SCS) as Clallam Gravelly Sandy Loam. This is a well drained soil with a cemented layer (hardpan) located typically 2-3 feet in depth in undisturbed areas. Runoff is slow to medium in this soil and erosion hazard is listed as slight, however, on steeper slopes, erosion can be significant in unvegetated areas. It is therefore important to utilize effective erosion control measures during construction (silt fences, straw bales etc.) and to avoid the rainy season for construction if possible. P.O. Box 2876 ~ Port Angeles, Washington 98362 ~ ~ Telephone: (360) 565-1333 ~ Fax: (360) 452-6708 email: westech@westechcompany.com Mr. and Mrs. Eisenhardt October 5, 2009 Page Two The Stratum Group Geotechnical Report (2008) found that the site was geologically stable and was not easily susceptible to geologic hazards such as landslide, mass wasting or liquifaction. Hydrology of the Site is generally subject to low precipitation (this area of Port Townsend is partly in the Olympic rain-shadow and experiences less than 20 inches of rainfall annually. There is no evidence of flow channels on the site, except the roadside ditch along Jackson Street. That ditch is well vegetated indicating that flows are infrequent. Most stormwater probably infiltrates the top two feet of the Clallam soils and then may flow laterally along the top of the hardpan layer. It is advisable in this type of situation to ensure that footing drains are present to intercept stormwater and keep it from wicking into the home foundation. Critical Areas The Site does not have any critical areas. The Geotechnical Report (Stratum Group 2008) indicates that the slope is only 12 percent and there is no landslide hazard. No wetland or stream features were found by Westech during Site reconnaissance. A small drainage ditch lies along Jackson Street and a few facultative wetland plants are present, but this is insufficient for there to be a wetland. Access and Utilities Access to the Site could be difficult due to the steep slope above Jackson Street. The difficulty is moderated by the fact that the Eisenhardts will be purchasing both lots and placing one residence on the resulting parcel. The City will require that the owners bind the two lots together with a Restrictive Covenant. Once this is done, the Site may utilize an extension of the existing driveway in the Cosgrove Street right-of-way which the neighbor has installed. There may be requirements from the City to widen the driveway or the street access and there may be additional requirements for signage or other modification of the trail in that area, however, the City indicated that they will work with the owner (or purchaser) to resolve those issues. Telephone and electric are available at the property. Aboveground lines run to a pole roughly at the boundary of the two lots and underground lines run from this point eastward. The Eisenhardts wish to change the north-western portion to underground also. Mr. and Mrs. Eisenhardt October 5, 2009 Page Three The City map of the area shows water and sewer lines across Jackson Street from the property. It also shows a stub-out crossing Jackson and reaching the northwest corner of the property (see Figure 1). It is not clear whether this is water, sewer or both, however, Mr. Alex Little indicated that there is a water meter at this location. The presence of sewer may require further investigation by the City engineers. Many of the detailed questions regarding utilities can be answered in a “Customer Assistance meeting, following submission of a Development Services Customer Assistance Information form by the Owner. Mr. Little did one of these when he split the lots and purchased the property. We recommend that Mr. Little apply for a new meeting based on the Eisenhardt’s requirements for access and utilities. Potential for Hazardous Materials Issues The Site and vicinity was checked for the potential for hazardous materials. The Site itself showed no signs of vegetative dieback attributable to hazardous materials nor was there any sign of soil discoloration or other sign which might indicate the presence of hazardous materials. The neighborhood was checked for adjacent or nearby land uses which may threaten the property. No commercial uses were noted in the uphill (upgradient) direction for a distance of five blocks or more (1,000 feet). Downgradient of the Site about three blocks lie several commercial enterprises (marine services etc.) which may utilize hydrocarbons and other hazardous substances. A gas manufacturing plant lies downgradient about % mile SE of the Site. Since these are about 100 feet (vertically) downgradient from the property, they pose no direct threat to the property. A Computer Data Base Search was carried out by Environmental Data Resources Inc. (EDR) including checking geological features and wells in the vicinity. Hazardous waste data bases for most federal and state lists contained no hazardous sites to the search radius (one mile). However, several data bases list sites within one mile as indicated by the maps on pages 2 and 3 of the data base search (following the Executive Summary). These Sites are indicated as follows: Port Townsend Gas Manu. SSE1/4-1/2 NFA1987 Mount Baker Block Bldg. $1/2-1 Soil-2007 Edwards Property SE1/4-1/2 NFA2007 Maintenance Facility SW1/4-1/2 UGT-NFA2001 Fleet Marine SE1/4-1/2 SQG/AQ Chevron Bulk Plant $12-1 Soil/GW RA Fort Townsend W1/2-1 None Mr. and Mrs. Eisenhardt October 5, 2009 Page Four Abbreviations indicate as follows: NFA — indicates No Further Action planned by state or federal agencies at this time. This does not mean that the property is not potentially hazardous, only that the known problems have been dealt with to the satisfaction of that agency. Soil, GW/AQ - indicate that soil, groundwater or air quality are the affected media at that site. Dates indicate the approximate timeframe for the cleanup. SQG - indicates that the site is a Small Quantity Generator, probably permitted or licensed by a state or federal agency for manufacture or usage of a hazardous material. Many small businesses are SQGs (for instance printers used to be SQGs because they used toxic ink, jewelry stores are often SQGs because they use a small amount of toxic compounds to clean jewelry etc.) RA — Indicates that a Remedial Assessment is in progress. The RA will presumably identify the problem and further work will identify cleanup strategies. From the above lists, it appears that there are a large number of industrial facilities in Port Townsend which involve hazardous materials. While this is true, most of these properties are in No Further Action (NFA) status and all lie downgradient of the subject property. Thus, there is no risk of direct water or soil contamination from these sources. There may be periodic episodes of air quality impact, either from the sources listed or from the Port Townsend Pulpmill, which lies several miles to the south. Impacts may include odor from sulfur, particulates or other potentially toxic compounds. An interview with Mr. Alex Little, revealed the presence of a 500 gallon underground home heating oil tank, immediately upgradient of the subject property at the current residence of the Little family. Mr. Little indicated that other nearby homes may also have such tanks (possibly the home above the subject property on Jackson Street and another home on Monroe and Taft (below the subject property). These tanks are likely to be single walled tanks put into place many years ago (1950s through 1070s). Mr. Little indicated that his tank appears to be functioning properly and has had no indication of loss or leakage of fuel. Mr. and Mrs. Eisenhardt October 5, 2009 Page Five In the event that any upgradient tanks leak, threats to the subject property are not high since drinking water is provided by the City, not a local well. Any seepage is likely to be contained in the vicinity of the tanks by the low permeability soils (within the glacial till). Any migration of fluid would likely be either along the subsurface line at the top of the hardpan layer, or infiltrating downward in the event of sand lenses below the till. Since the oil (home heating oil) is rather viscous, migration would tend to be slow. Any migrating oil would be the responsibility of the homeowner with the tank to clean up, however, any oil which seeps onto the property without an apparent source could be the responsibility of the owner, until the source can be established. We rate the probability of such an occurrence as very low but not zero. Conclusions and Recommendations The Site has no apparent problems due to topography, vegetation, soils, geology or hydrology based on our reconnaissance. The Site has no critical areas. Access appears to be viable using the existing driveway in the City right-of-way of Cosgrove Street, however, some improvements may be required. Utilities will have associated connection costs, but appear to all be at the edge of the site (sewer may be at the edge or across the street). We recommend meeting with the City Public Works Department engineers regarding these issues. No upgradient threats from commercial enterprises were found, based on a Computer Data Base Search (EDR 2009 attached). It is our professional opinion that, while there is a low probability threat from uphill home heating oil tank leakage, such leakage, if or when it occurs, will probably be confined to the property of occurrence and will not likely affect the subject property. There are some low level potential problems with odor or chemical smells from industries which produce sulfur bearing air pollution at times, under certain weather conditions. Speaking to one or more of the neighbors about this possibility is the only way to quantify this. Basically, the property is a double City lot with adequate room for a residence and garage, no current known environmental constraints, an existing access that will need some modification, but which it appears the City will approve, and existing utilities near the property. There will be a variety of City connection fees, and requirements (for the access) and permits required to develop the property. Mr. and Mrs. Eisenhardt October 5, 2009 Page Six We recommend that the Eisenhardts proceed with checking with the City on these issues and it would be prudent to talk to one or more neighbors about air pollution and home heating oil tanks, of which there are apparently several in the area, some uphill (upgradient) from the property. These may pose a small potential risk which the Eisenhardts must evaluate relative to their purchase decision. Please give me a call if you have any questions regarding this report. If you wish me to help set up or attend a meeting with the City, please let me know. Thank you. Sincerely, G. Bradford Shea, Ph.D., REA, ABI Principal Scientist GBS/ms Attachment: EDR Radius Map and Report 60 0 Z Pu s e s u M O ] HO d jo AI D :e 0 u n N O 0 S 60 0 Z Au e d w o s yo a j s a y , de w Aj u i s i pu e ai g “| , au n b i 4 WW1140 JacksonStreet Jackson Street/Cosgrove Street Port Townsend, WA 98368 Inquiry Number: 2604136.1s September 30, 2009 The EDR Radius Map™ Report with GeoCheck® _ 440 Wheelers Farms Road ® Milford, CT 06461 EDR‘ _Environmental Data Resources Inc Toll Free: 800.352.0050 www.edrnet.com FORM-NULL-ARB SECTION PAGE Executive Summary. __________-_--________-___--_-__-____-________________. ES1 Overview Map.__________________________________ 2 Detail Map.__-___________________-______ 2 eee. 3 Map Findings Summary. _______._---_-_______-__--_---_-____________________. 4 Map Findings.________________________-_____________ 7 Orphan Summary. _______________--_________________________ 2, 28 Government Records Searched/Data Currency Tracking._________________________ GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum. ________________________________________. A-1 Physical Setting Source Summary. _________________________________________.. A-2 Physical Setting SSURGO Soil Map.________________________________________.. A-5 Physical Setting Source Map._____________________________________________.. A-12 Physical Setting Source Map Findings.______________________________________. A-13 Physical Setting Source Records Searched.___________________________________. A-15 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this ay that coverage information for the moet and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLI D, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase | Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2009 by Environmental Data Resources, Inc. All rights reserved. pe “hang in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its a liates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TC2604136.1s Page 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS JACKSON STREET/COSGROVE STREET PORT TOWNSEND, WA 98368 COORDINATES Latitude (North): 48.123900 - 48° 7’ 26.0” Longitude (West): 122.759000 - 122° 45’ 32.4” Universal Tranverse Mercator: Zone 10 UTM X (Meters): 517935.0 UTM Y (Meters): 5329880.5 Elevation: 135 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 48122-B7 PORT TOWNSEND NORTH, WA Most Recent Revision: 1973 East Map: 48122-B6 COUPEVILLE, WA Most Recent Revision: 1973 Southeast Map: 48122-A6 NORDLAND, WA Most Recent Revision: 1973 South Map: ; 48122-A7 PORT TOWNSEND SOUTH, WA Most Recent Revision: 1981 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL__...2-22--2- 22 ee semen National Priority List TC2604136.1s EXECUTIVE SUMMARY 1 Proposed NPL____.-__--__---. Proposed National Priority List Sites NPL LIENS____- 2-2-2 22 eee. Federal Superfund Liens Federal Delisted NPL site list Delisted NPL____.._.-_-_---_- National Priority List Deletions Federal CERCLIS list CERCLIS____...-.-2-2-2----- Comprehensive Environmental Response, Compensation, and Liability Information System Federal RCRA CORRACTS facilities list CORRACTS.._____...-------- Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF._._____.-.-------- RCRA - Transporters, Storage and Disposal Federal RCRA generators list RCRA-LQG_____.--2--------- RCRA - Large Quantity Generators RCRA-SQG._____.-2-2----- ee RCRA - Small Quantity Generators RCRA-CESQG.__...-.-------- RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries US ENG CONTROLS.._._-__-_--. Engineering Controls Sites List US INST CONTROL__._.----. Sites with Institutional Controls Federal ERNS list ERNS._____.--2-22-2---- 2 eee. Emergency Response Notification System State- and tribal - equivalent NPL gS) Hazardous Sites List State and tribal landfill and/or solid waste disposal site lists SWFILF____...---------- ee. Solid Waste Facility Database State and tribal leaking storage tank lists LUST... ec eeecce cen Leaking Underground Storage Tanks Site List INDIAN LUST______---------- Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists 01) ee Underground Storage Tank Database a Aboveground Storage Tank Locations INDIAN UST_____-_---------- Underground Storage Tanks on Indian Land State and tribal institutional control / engineering control registries INST CONTROL_-____-------- Institutional Control Site List TC2604136.1s EXECUTIVE SUMMARY 2 State and tribal voluntary cleanup sites | Or 5 Ee te eee ee epee Independent Cleanup Reports INDIAN VCP_____--2--2------ Voluntary Cleanup Priority Listing 2 OFS Ae ee er ee ee Voluntary Cleanup Program Sites State and tribal Brownfields sites BROWNMFIELDS.________----. Brownfields Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS. -_-___--- A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites DEBRIS REGION 9._______--. Torres Martinez Reservation Illegal Dump Site Locations ODI. =-:5..-.-.--------onn- ee Open Dump Inventory Yh — —— Solid Waste Tire Facilities INDIAN ODI___.-...---------- Report on the Status of Open Dumps on Indian Lands Local Lists of Hazardous waste / Contaminated Sites US CDL..___-- 22 Clandestine Drug Labs [C0 Clandestine Drug Lab Contaminated Site List HIST CDL____-_---2 2-22 --- List of Sites Contaminated by Clandestine Drug Labs US HIST CDL____._--2 2-2-2. National Clandestine Laboratory Register Local Land Records LIENS 2.___-- 222 eee. CERCLA Lien Information LUCIS___.-..-2-22 2222 eee Land Use Control Information System Records of Emergency Release Reports HMIRS_____.-_.-------- 2-2. Hazardous Materials Information Reporting System SPILLS__.....--_-_.------2- - Reported Spills Other Ascertainable Records RCRA-NonGen_._____--------. RCRA - Non Generators DOT OPS.._____--_----------- Incident and Accident Data DOD. Qc nceccccemecceeee cece Department of Defense Sites CONSENT..____.----------- Superfund (CERCLA) Consent Decrees 0 re Records Of Decision UMTRA______._-__------ eee Uranium Mill Tailings Sites MINES___._.---22------- 2 ee Mines Master Index File TRIS__..--2--22- eee eee Toxic Chemical Release Inventory System TSCA__..--------------eeee Toxic Substances Control Act FTITS_..-..------22---- eee FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) TC2604136.1s EXECUTIVE SUMMARY 3 HIST FTTS_____-.------- ee. FIFRA/TSCA Tracking System Administrative Case Listing SSTS.__.. 2-8 Section 7 Tracking Systems ICIS___2 2 eee. Integrated Compliance Information System PADS. .____.---22-- 22 -- eee PCB Activity Database System MIT Sxcccceee ks: essccencensts Material Licensing Tracking System RADINFO.___._.....---------- Radiation Information Database FINDS______._22-2222 2 eee. Facility Index System/Facility Registry System RAATS.__...------------- eee. RCRA Administrative Action Tracking System IG es eases oemesessked Underground Injection Wells Listing MANIFEST_____.....--------. Hazardous Waste Manifest Data DRYCLEANERS.._______----- Drycleaner List NPDES..____._.--_-2--2-- 22. Water Quality Permit System Data AlIRSsascccecsswasescecccncces Washington Emissions Data System Inactive Drycleaners._____..-- Inactive Drycleaners INDIAN RESERV..___..------. Indian Reservations SCRD DRYCLEANERS.....- State Coalition for Remediation of Drycleaners Listing PCB TRANSFORMER. ...-.-. PCB Transformer Registration Database SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal CERCLIS NFRAP site List CERC-NFRAP: Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. A review of the CERC-NFRAP list, as provided by EDR, and dated 06/23/2009 has revealed that there is 1 CERC-NFRAP site within approximately 0.5 miles of the target property. Lower Elevation Address Direction/Distance MapID Page PORT TOWNSEND GAS MANUFACTURIN CLAY & MONROE STREET _ SSE 1/4- 1/2(0.396 mi.) 2 7 TC2604136.1s EXECUTIVE SUMMARY 4 State- and tribal - equivalent CERCLIS CSCSL: The State Hazardous Waste Sites records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. The data come from the Department of Ecology’s Confirmed & Suspected Contaminated Sites List. A review of the CSCSL list, as provided by EDR, and dated 08/11/2009 has revealed that there are 2 CSCSL sites within approximately 1 mile of the target property. Lower Elevation Address Direction/ Distance Map!ID Page MOUNT BAKER BLOCK BUILDING 211 TAYLOR ST S 1/2 - 1 (0.637 mi.) 7 21 CHEVRON BULK PLANT PORT TOWNSE 1220 WATER ST S 1/2 - 1 (0.755 mi.) 8 23 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites ALLSITES: Information on facilities and sites of interest to the Department of Ecology. A review of the ALLSITES list, as provided by EDR, and dated 08/27/2009 has revealed that there are 4 ALLSITES sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction / Distance MapID Page MAINTENANCE FACILITY HARRISON & VAN NESS SW 1/4 - 1/2 (0.484 mi.) 5 9 Lower Elevation Address Direction / Distance Map!ID Page PORT TOWNSEND GAS MFG 1035 MONROE ST SSE 1/8 - 1/4 (0.170 mi.) 1 7 EDWARD & ROSEMARIE EDWARDS PRO 537 JACKSON ST SE 1/4 - 1/2 (0.435 mi.) 4 8 FLEET MARINE INC 419 JACKSON ST SE 1/4 - 1/2 (0.497 mi.) 6 10 CSCSL NFA: The data set contains information about sites previously on the Confirmed and Suspected Contaminated Sites list that have received a No Further Action (NFA) determination. Because it is necessary to maintain historical records of sites that have been investigated and cleaned up, sites are not deleted from the database when cleanup activities are completed. Instead a No Further Action code is entered based upon the type of NFA determination the site received. A review of the CSCSL NFA list, as provided by EDR, and dated 08/11/2009 has revealed that there are 2 CSCSL NFA sites within approximately 0.5 miles of the target property. Lower Elevation Address Direction/ Distance MapID Page PORT TOWNSEND GAS MFG 1035 MONROE ST SSE 1/8 - 1/4 (0.170 mi.) 1 7 EDWARD & ROSEMARIE EDWARDS PRO 537 JACKSON ST SE 1/4 - 1/2 (0.435 mi.) 4 8 TC2604136.1s EXECUTIVE SUMMARY 5 Other Ascertainable Records FUDS: The Listing includes locations of Formerly Used Defense Sites Properties where the US Army Corps Of Engineers is actively working or will take necessary cleanup actions. A review of the FUDS list, as provided by EDR, and dated 12/31/2007 has revealed that there is 1 FUDS site within approximately 1 mile of the target property. Lower Elevation Address Direction/Distance MapID Page FORT TOWNSEND W 1/2 - 1 (0.942 mi.) 9 27 EDR PROPRIETARY RECORDS EDR Proprietary Records Manufactured Gas Plants: The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,-serving as a continuous source of soil and groundwater contamination. A review of the Manufactured Gas Plants list, as provided by EDR, has revealed that there is 1 Manufactured Gas Plants site within approximately 1 mile of the target property. Lower Elevation Address Direction/Distance MapID Page PORT TOWNSEND GAS MANUFACTURIN CLAY AND MONROE STREET SSE 1/4 - 1/2 (0.409 mi.) 3 8 TC2604136.1s EXECUTIVE SUMMARY 6 Due to poor or inadequate address information, the following sites were not mapped: Site Name HARD ROCK INC DISCOVERY BAY WA DOT DISCOVERY BAY MAINTENANCE S FRED HILL MATERIALS INC 4 EAGLEMOUNT STORE WA DOT MAINTENANCE FACILITY DISCOV PORT TOWNSEND BIOSOLIDS COMPOST FA WA DOT DISCOVERY BAY MAINTENANCE EAGLEMOUNT STORE FRED HILL MATERIALS PORT TOWNSEND WDOT DISCOVERY BAY MAINT. FACILITY WASHINGTON STATE PARKS & RECREATIO Database(s) ALLSITES FINDS, UST, ALLSITES FINDS, UST, ALLSITES UST, ALLSITES FINDS, ALLSITES SWF/LF LUST LUST, ICR FINDS, RCRA-NonGen ICR ICR TC2604136.1s EXECUTIVE SUMMARY 7 DETAIL MAP - 2604136.1s Wa l n u t g — 2 Cosgrove 9 Fst % 2, D) 16 18 1/4 Miles Target Property : , a Sites at elevations higher than _ a or equal to the target property Indian Reservations BIA | ¢ Sites at elevations lower than Ay Oil & Gas pipelines the target property Lae, 100-year flood zone , 4 = Manufactured Gas Plants * Sensitive Receptors [=] National Priority List Sites ry Dept. Defense Sites 7 500-year flood zone Ba National Wetland Inventory SITE NAME: WW1140 JacksonStreet CLIENT: Westech ADDRESS: Jackson Street/Cosgrove Street CONTACT: Brad Shea Port Townsend WA 98368 INQUIRY #: 2604136.1s LAT/LONG: 48.1239 / 122.7590 DATE: September 30, 2009 6:26 pm Copyright © 2008 EDR, Inc. < 2008 Tele Atlas Rel. 07/2007. OVERVIEW MAP - 2604136.1s SS ly & Av e 7 Ju a n ai n Ss rr L rH I Z * ~~ Target Property a Sites at elevations higher than or equal to the target property ¢ Sites at elevations lower than the target property 4 Manufactured Gas Plants National Priority List Sites '<'| Dept. Defense Sites 0 4 122 1 Miles t E Indian Reservations BIA /\? Power transmission lines f\f Oil & Gas pipelines J 100-year flood zone ZA FA 500-year flood zone Ee National Wetland Inventory SITE NAME: WW1140 JacksonStreet ADDRESS: Jackson Street/Cosgrove Street Port Townsend WA 98368 LAT/LONG: 48.1239/ 122.7590 CLIENT: Westech CONTACT: Brad Shea INQUIRY #: 2604136.1s DATE: September 30, 2009 6:26 pm Copyright < 2008 EDR, Inc. < 2008 Tele Atlas Rel. 07/2007. TARGET PROPERTY ADDRESS WwW1140 JACKSONSTREET JACKSON STREET/COSGROVE STREET PORT TOWNSEND, WA 98368 TARGET PROPERTY COORDINATES Latitude (North): 48.12390 - 48° 7’ 26.0” Longitude (West): 122.759 - 122° 45’ 32.4” Universal Tranverse Mercator: Zone 10 UTM X (Meters): 517935.0 UTM Y (Meters): 5329880.5 Elevation: 135 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 48122-B7 PORT TOWNSEND NORTH, WA Most Recent Revision: 1973 ; East Map: 48122-B6 COUPEVILLE, WA Most Recent Revision: 1973 Southeast Map: 48122-A6 NORDLAND, WA Most Recent Revision: 1973 South Map: 48122-A7 PORT TOWNSEND SOUTH, WA Most Recent Revision: 1981 EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC2604136.1s Page A-1 GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General ENE SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n (f t ) El e v a t i o n (f t ) West - | East 1/2 1 Miles Target Property Elevation: 135 ft. _ SS | Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC2604136.1s Page A-2 HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property Coun Electronic Data JEFFERSON, WA YES - refer to the Overview Map and Detail Map Flood Plain Panel at Target Property: 5300700007B Additional Panels in search area: 5300700008B 5300700011B 5300700010B NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage PORT TOWNSEND SOUTH YES - refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported All rights reserved. All of the i ion and opi are those of the cited EPA rep which were under * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. ac vensive Pavirg vs Ce bad and Liability System (CERCLIS) investigation. TC2604136.1s Page A-3 GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence System: Quaternary Series: Quaternary Code: Q (decoded above as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). TC2604136.1s Page A-4 * — Target Property : - ; /\f SSURGO Soil \ Water SITE NAME: WW1140 JacksonStreet CLIENT: Westech ADDRESS: Jackson Street/Cosgrove Street CONTACT: Brad Shea Port Townsend WA 98368 INQUIRY #: 2604136.1s LAT/LONG: 48.1239 / 122.7590 DATE: September 30, 2009 6:26 pm Copyright @ 2008 EDR, Inc. < 2008 Tele Atlas Rel. 07/2007. DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Soil Surface Texture: Clallam gravelly sandy loam Class C - Slow infiltration rates. Soils with layers impeding downward Hydrologic Group: movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Moderate Depth to Bedrock Min: > O inches Depth to Watertable Min: > 69 inches Soil Layer Information . Saturated Boundary Classification hydraulic Layer | Upper Lower __|Soil Texture Class} AASHTO Group | Unified Soil conductivity} Soil Reaction . micro m/sec} (pH) 1 0 inches 3 inches gravelly sandy Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Silty, or Gravel Clayey Gravel and Sand. 2 3 inches 22 inches very gravelly Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: * | sandy loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Silty, or Gravel Clayey Gravel and Sand. 3 22 inches 59 inches gravelly sandy Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Silty, or Gravel Clayey Gravel and Sand. TC2604136.1s Page A-6 Soil Map ID: 2 Soil Component Name: Soil Surface Texture: Clallam gravelly sandy loam Class C - Slow infiltration rates. Soils with layers impeding downward Hydrologic Group: movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Moderate Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 69 inches Soil Layer Information ‘ , Saturated Boundary Classification hydraulic Layer | Upper Lower __|Soil Texture Class} AASHTO Group | Unified Soil conductivity) Soil Reaction micro m/sec} (pH) 1 0 inches 3 inches gravelly sandy Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Stone Gravel Fragments, Gravel and Sand. 2 3 inches 22 inches very gravelly Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: sandy loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Stone Gravel Fragments, Gravel and Sand. 3 22 inches 59 inches gravelly sandy Granular COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam materials (35 SOILS, Gravels, Min: 0.01 5.6 pct. or less Gravels with passing No. fines, Silty 200), Stone Gravel Fragments, Gravel and Sand. TC2604136.1s Page A-7 Soil Map ID: 3 Soil Component Name: Soil Surface Texture: Hydrologic Group: Soil Drainage Class: Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Depth to Bedrock Min: Depth to Watertable Min: Rough broken land gravelly sandy loam Class A - High infiltration rates. Soils are deep, well drained to excessively drained sands and gravels. Excessively drained Moderate > 0 inches > O inches Soil Layer Information Saturated Boundary Classification hydraulic Layer | Upper Lower Soil Texture Class} AASHTO Group | Unified Soil conductivity} Soil Reaction micro m/sec} (pH) 1 0 inches 7 inches gravelly sandy Not reported Not reported Max: 141 Max: 7.3 loam Min: 42 Min: 5.1 2 7 inches 59 inches stratified Not reported Not reported Max: 141 Max: 7.3 : extremely Min: 42 Min: 5.1 gravelly sandy loam Soil Map ID: 4 Soil Component Name: Beaches Soil Surface Texture: Hydrologic Group: Soil Drainage Class: Hydric Status: All hydric Corrosion Potential - Uncoated Steel: Depth to Bedrock Min: Depth to Watertable Min: stratified gravel to sand Class D - Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Not Reported > 0 inches > 92 inches TC2604136.1s Page A-8 Soil Layer Information Saturated Boundary Classification hydraulic Layer | Upper Lower _ {Soil Texture Class} AASHTO Group | Unified Soil conductivity) Soil Reaction micro m/sec} (pH) 1 0 inches 59 inches stratified Not reported Not reported Max: Max: Min: gravel to sand Min: Soil Map ID: 5 Soil Component Name: Soil Surface Texture: Hydrologic Group: Soil Drainage Class: Hydric Status: Not hydric Townsend gravelly loam Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Moderately well drained Corrosion Potential - Uncoated Steel: Moderate Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 69 inches Soil Layer Information . Saturated Boundary Classification hydraulic Layer | Upper Lower __ {Soil Texture Class} AASHTO Group | Unified Soil conductivity] Soil Reaction micro m/sec} (pH 1 0 inches 5 inches gravelly loam Silt-Clay COARSE-GRAINED | Max: 0.42 Max: 6 Min: Materials (more SOILS, Gravels, Min: 0.01 5.6 than 35 pct. Gravels with passing No. fines, Silty 200), Silty Gravel Soils. 2 5 inches 24 inches very gravelly Silt-Clay COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam Materials (more SOILS, Gravels, Min: 0.01 5.6 than 35 pct. Gravels with passing No. fines, Silty 200), Silty Gravel Soils. 3 24 inches 35 inches very gravelly Silt-Clay COARSE-GRAINED | Max: 0.42 Max: 6 Min: sandy loam Materials (more SOILS, Gravels, Min: 0.01 5.6 than 35 pct. Gravels with passing No. fines, Silty 200), Silty Gravel Soils. TC2604136.1s Page A-9 Soil Layer Information . . Saturated Boundary Classification hydraulic Layer | Upper Lower Soil Texture Class) AASHTO Group | Unified Soil conductivity Soil Reaction micro m/sec} (pH) 4 35 inches 59 inches gravelly sandy Silt-Clay COARSE-GRAINED | Max: 0.42 Max: 6 Min: loam Materials (more SOILS, Gravels, Min: 0.01 5.6 than 35 pct. Gravels with passing No. fines, Silty 200), Silty Gravel Soils. Soil Map ID: 6 Soil Component Name: Cassolary Soil Surface Texture: sandy loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Moderate Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 76 inches Soil Layer Information F . Saturated Boundary Classification hydraulic Layer | Upper Lower {Soil Texture Class); AASHTO Group | Unified Soil conductivity! Soil Reaction micro m/sec| (pH) 1 0 inches 3 inches sandy loam Granular COARSE-GRAINED | Max: 14 Max: 7.3 materials (35 SOILS, Sands, Min: 4 Min: 6.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. 2 3 inches 22 inches sandy loam Granular COARSE-GRAINED | Max: 14 Max: 7.3 materials (35 SOILS, Sands, Min: 4 Min: 6.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. TC2604136.1s Page A-10 Soil Layer Information Saturated Boundary Classification hydraulic Layer | Upper Lower Soil Texture Class} AASHTO Group | Unified Soil conductivity! Soil Reaction micro m/sec} (pH) 3 22 inches 48 inches stratified fine Granular COARSE-GRAINED | Max: 14 Max: 7.3 sandy loam to materials (35 SOILS, Sands, Min: 4 Min: 6.6 silty clay loam pct. or less Sands with fines, passing No. Sitty Sand. 200), Silty, or Clayey Gravel and Sand. 4 48 inches 59 inches sand Granular COARSE-GRAINED | Max: 14 Max: 7.3 materials (35 SOILS, Sands, Min: 4 Min: 6.6 pct. or less Sands with fines, passing No. Silty Sand. 200), Silty, or Clayey Gravel and Sand. Soil Map ID: 7 Soil Component Name: Water Soil Surface Texture: sandy loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Hydric Status: Unknown Corrosion Potential - Uncoated Steel: Not Reported Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches No Layer Information available. LOCAL / REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. TC2604136.1s Page A-11 WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP 1 WAS5309340 1/4 - 1/2 Mile South Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found TC2604136.1s Page A-12 a OVERVIEW MAP - 2604136.1s | P/ | i} Z, Target Property 4 — Sites at elevations higher than or equal to the target property ¢ Sites at elevations lower than the target property 4 Manufactured Gas Plants National Priority List Sites ':'| Dept. Defense Sites a ) ns ee w §1 ae ’ g a | @ |_| | FEE, )-}-—H | > —/S 1 Miles 1 4 + 7 e - cy 7 0 4 172 t mt n Bes ce A ane ae Sal ndian Reservations BIA ¢ Power transmission lines fxé Oil & Gas pipelines 100-year flood zone 500-year flood zone National Wetland inventory SITE NAME: WW1140 JacksonStreet CLIENT: Westech ADDRESS: _ Jackson Street/Cosgrove Street CONTACT: Brad Shea Port Townsend WA 98368 INQUIRY #: 2604136.1s LAT/LONG: 48.1239/ 122.7590 DATE: September 30, 2009 6:26 pm Copyright © 2008 EDR, Inc. ¢ 2008 Tele Atlas Rel. 07/2007. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Wells Source: Department of Health Telephone: 360-236-3148 Group A and B well locations. OTHER STATE DATABASE INFORMATION RADON Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration STREET AND ADDRESS INFORMATION © 2009 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC2604136.1s Page A-16 Map ID Direction Distance Elevation Database EDR ID Number 1 South 1/4 - 1/2 Mile Lower PWS ID: Date Initiated: PWS Name: Addressee / Facility: Facility Latitude: City Served: Treatment Class: FRDS PWS WA5309340 WAS5309340 Not Reported Date Deactivated: Not Reported QUILCENE COMMUNITY CENTER PORT HADLOCK, WA 98339 Not Reported 48 07 01 Facility Longitude: 122 45 33 Not Reported Treated 00000082 Population: Violations information not reported. ENFORCEMENT INFORMATION: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: System Name: Violation Type: Contaminant: Compliance Period: Violation ID: Enforcement Date: QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-10-01 - 1999-10-31 0000787 1999-10-31 QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-10-01 - 1999-10-31 0000787 1999-10-31 QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-10-01.- 1999-10-31 9900786 1999-10-31 QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-09-01 - 1999-09-30 9975671 1999-09-30 QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-09-01 - 1999-09-30 9975671 1999-09-30 QUILCENE COMMUNITY CENTER MCL, Monthly (TCR) COLIFORM (TCR) 1999-09-01 - 1999-09-30 9975671 1999-09-30 Enf. Action: State Public Notif Requested Enf. Action: State Public Notif Received Enf. Action: State Violation/Reminder Notice Enf. Action: State Violation/Reminder Notice Enf. Action: State Public Notif Requested Enf. Action: State Public Notif Received TC2604136.1s Page A-13 AREA RADON INFORMATION Federal EPA Radon Zone for JEFFERSON County: 3 Note: Zone 1 indoor average level > 4 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. : Zone 3 indoor average level < 2 pCi/L. Federal Area Radon Information for Zip Code: 98368 Number of sites tested: 3 Area Average Activity % <4 pCi/L % 4-20 pCi/L % >20 pCi/L Living Area - 1st Floor 0.200 pCi/L 100% 0% 0% Living Area - 2nd Floor Not Reported Not Reported Not Reported Not Reported Basement 0.367 pCi/L 100% 0% 0% TC2604136.1s Page A-14 TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 1999 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002 and 2005 from the U.S. Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION AQUIFLOWR information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. TC2604136.1s Page A-15 LN Li n d a l Li n d a l Ce d a r Ho m e s In d e p e n d e n t l y Di s t r i b u t e d By : C. D . (B u d ) Ga l l u p Pr e s i d e n t Ga l l u p Bu i l d i n g & De s i g n , LL C 37 2 6 Pa c i f i c Hi g h w a y Ea s t Ta c o m a , WA 98 4 2 4 TF : 80 0 . 8 8 8 . 8 7 1 5 T: 25 3 . 9 2 2 . 0 2 2 0 F: 25 3 . 9 2 2 . 9 3 5 1 E: ga l l u p @ s e a n e t . c o m Am e r i c a ’ s To p De a l e r 20 0 7 A D W D e --------------- +e