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16616 72ND AVE W.PDF111111111111 5615 16616 72ND AVE W 16616 72Id Ave. West Edmonds, WA 98026 April 21, 2005 Don Holdridge Snohomish Co. PUD #1 South County Office P.O. Box 1107 Everett, WA 98206 Re: Pole Replacement on Davis Property, Edmonds, WA Dear Mr. Holdridge: STREET FILE RECEIVED APR 2 2 2005 ENGINEERING DIVISION In early February, we were notified of plans by the PUD to replace the utility pole at the northwest corner of our property. In order to replace the pole, the PUD plans to remove and/or top the trees which run along the north property line of our lot.: This side of our property consists of a sandy bank which drops down to a private road shared with our neighbors. We understand that the disturbance of vegetation along this bank would threaten the stability of the bank. We relied upon the stability of this bank.in deciding to situate our house close to our north property line. You will find enclosed a soils report dated May 18, 1990 prepared by James Eaton, PE which we obtained in connection with the construction of our house. Please note the discussion of the property's north bank appearing at page 2 of the report. We request that the PUD either (a) place the power line in question underground or, alternatively, if the trees are to be cut and the utility poles replaced, (b) commission a study by a geotechnical engineer to determine an adequate reinforcement for our north bank and fund the suggested reinforcement. Thank you for your assistance. Y urs j%� Ch4lbs W. Davis Julie -A. Davis cc: Richard Grove, Snohomish Co. PUD Joe.Miori, Snohomish Co. PUD Dave Gebhart, City of Edmonds Duane Bowman, City of Edmonds Steve Bullock, City of Edmonds 1rJed ie' Mc C.onnell;,,Qy�of.Edmonds May 18, 1990 Mr. and Mrs. Charles Davis c/o Betts, Patterson & Mines 800 Financial Center Seattle, Washington 98161 Re: Meadowdale Property Dear Mr. and'Mrs. Davis: STREET FILE 14 bi4 �z^a A'c d You own a residential lot in the Meadowdale area within the City of Edmonds and are making plans to build your home there. Following my expressing favorable preliminary conclusions based on surface inspection, you authorized me to explore subsurface conditions by digging test pits with a backhoe. My conclusions and recommendations developed from test exploration are presented herein. The lot is located at the intersection of 72nd Avenue West and 166th Place Southwest. Page four of. the report was prepared from your yet undated site plan prepared by Locus Architects. It shows the property configuration, its location relative to two abutting streets, the proposed building and garage location, and the locations at which test holes were dug. Elevation differential is less than 20.feet and there is no steep terrain immediately off the lot in any direction. The interior part of the lot represents the highest terrain and appears to be natural. A cut has been excavated along the north property line in association with construction of the private road there. It appears that there. may, have been slight grade alterations along 72nd Avenue West, although those are not believed to be significant. The lot has been partially cleared in the past and only a few additional trees are to be cut for construction. There are no discernible water courses on the site. You are considering shifting the building location five or so feet to the north of the location shown; you asked me to comment on the significance of such as it would.relate to the adjacent cut slope. The north end of the house will be underlain by a basement which will be five to seven feet below finished exterior grade. No final grades have yet been determined but within the building footprint, grade will be lowered in preparation for construction. The south part of the house will be underlain by a slab poured on grade. Minimal excavation will be required for the driveway and garage. Construction of the garage may be deferred. You do not propose to alter existing grades outside the building footprint area in any way that would require retaining walls or other engineered structures. JAMES EATON, PE 9011 GEOTECHNICAL SERVICES (206) 682-6942 UI Box 126 9 Hobart, WA 98025 ' Page four shows the approximate locations at which backhoe test pits were dug. Locations were selected to represent a range of elevations and which roughly bracket the improvements. Exterior locations were chosen so as not to create soft spots. The holes were backfilled the same day they were dug. Log summaries of conditions at each test location are presented on page five. Topsoil and a yard or so thick of near -surface soil is the product of weathering and floral processes on parent material. Except for these secondary superficial materials, only one basic soil type is believed to be relevant to your project. Water Supply Paper 1135, which contains the geologic map of the area, shows your property to be underlain by the Esperance sand member. In common terminology it is a -formation of dense, pre - glacial sand. The sand is believed to be underlain by. a "formation" of hard clay, though I have made no effort to estimate the sand thickness in your neighborhood. Within the depths I explored, the sand was moist but unsaturated and you can reasonably expect that groundwater conditions will not fluctuate appreciably with time. My conclusion is that natural conditions are excellent for development as you propose. At and below the effective reach of weathering and plant roots, the `• soil has good load -bearing ability and good internal drainage. Such soil is not ordinarily prone to settlement or liquification. ' At sometime before you excavate for construction, you must decide how much, if any, of the removed soil is to be redistributed on the lot. Any clean sand such as you will have from your°basement could be compacted for use beneath your driveway or other incidental improvements though I advise against depending on fills for support of major improvements. From a geotechnical point of view, the silty and organic shallow soils are the least desirable; in wasting excess material offsite, these should be the first to go. The roadcut along the north edge of the lot is now vegetated and is inclined at about.the angle of repose for sandy soil. I see no reason to provide retention there or to make any kind of modifications to that area. Neither should that area be disturbed or graded. There is no reason not to shift the house location to the north if you wish. However, you should not fill over or clear the slope and keep excavating equipment south of your north wall line. By design, the bearing surface of the foundation will be near the elevation of the adjacent private road. Should you revise your plan in such a way as to have shallow footings at the north end, I recommend that you assure that no downslope angle from the foundation to daylight exceed 3:1 (H to V); it does not appear that this slope proximity will be a limiting condition. Your house can best be supported on conventional spread footings. For design purposes you may assume allowable soil bearing pressure of 4 ksf or you may size footings to the local building code which sets minimum footing dimensions and which assumes a lower bearing pressure. To avoid differential settlement, I recommend that you expose similar -appearing soil in all parts of the foundation system. At some locations this may require excavating deeper than the code - required 18 inches below finished grade. I recommend installing footing drains in accordance with usual construction practice, although it is possible that they will not be needed. Their use is not limited to collection of soil water of natural origin. Ideally the collector Mr. and Mrs. Davis May 18, 1990 Page 3 should have a positive gradient and be laid about one foot below the interior adjacent slab level. The system should be fabric filtered to prevent long-term blockage with sand. I recommend that a pea gravel shroud be filled to at least one foot above slab grade or within one foot of exterior grade, whichever applies. The remaining height of backfill could consist of clean onsite sand. Since the basement walls will be of modest height, these.will not likely require structural engineering. However, if such an engineering service is utilized you should have the engineer coordinate with me about design parameters and assumptions. Also, in accordance with usual good construction practice, the finished.grade within approximately two to three yards of the house should slope away from the house. Your type of soil is not normally associated with soil moisture problems but I recommend that as a minimum you include a plastic membrane between any interior slabs and the soil. The soil is also prone to dry fairly rapidly in excavations and under normal construction traffic becomes loose in the upper six inches or so. To insure that bearing surfaces are dense, you should moisten and surface compact any powdery dry sand. A vibrating plate compactor could be used for that purpose. I recommend that you have me impact your foundation and basement excavation when completed to verify that conditions are uniform and as anticipated. You may wish to have me inspect other aspects of construction which relate to soils or drainage. Yours truly, es Eaton, E. 02-7751 3 copies submitted 16616 72"d Ave. West Edmonds, WA 98026 April 21, 2005 Don Holdridge RECEIVED Snohomish Co. PUD #1 South County Office APR 2 2 2005 P.O. Box 1107 Everett, WA 98206 DEVELOPMENT SERVICES Re: Pole Replacement on Davis Property, Edmonds, WA Dear Mr. Holdridge: In early February, we were notified of plans by the PUD to replace the utility pole at the northwest corner of our property. In order to replace the pole, the PUD plans to remove and/or top the trees which run along the north property line of our lot. This side of our property consists of a sandy bank which drops down to a private road shared with our neighbors. We understand that the disturbance of vegetation along this bank would threaten the stability of the bank. We relied upon the stability of this bank in deciding to situate our house close to our north property line. You will find enclosed a soils report dated May 18, 1990 prepared by James Eaton, PE which we obtained in connection with the construction of our house. Please note the discussion of the property's north bank appearing at page 2 of the report. We request that the PUD either (a) place the power line in question underground or, alternatively, if the trees are to be cut and the utility poles replaced, (b) commission a study by a geotechnical engineer to determine an adequate reinforcement for our north bank and fund the suggested reinforcement. Thank you for your assistance. cc: Richard Grove, Snohomish Co. PUD Joe Miori, Snohomish Co. PUD Dave Gebhart, City of Edmonds Duane Bowman, City of Edmonds Steve Bullock, City of Edmonds Jeanie McConnell, City of Edmonds • • May 18, 1990 Mr. and Mrs. Charles Davis c/o Betts, Patterson & Mines 800 Financial Center Seattle, Washington 98161 Re: Meadowdale Property Dear Mr. and'Mrs. Davis: You own a residential lot in the Meadowdale area within the City of.Edmonds and are making plans to build your home there. Following my expressing favorable preliminary conclusions based on surface inspection, you authorized me to explore subsurface conditions by digging test pits with a backhoe. My conclusions and recommendations developed from test exploration are presented herein. The lot is located at the intersection of 72nd Avenue West and 166th Place Southwest. Page four of. the report was prepared from your yet undated site .plan prepared by Locus Architects. It shows the property configuration, its location relative to two abutting streets, the proposed building and garage location, and the locations at which test holes were dug. Elevation differential is less than 20 feet and there is no steep terrain immediately off the lot in any direction. The interior part of the lot represents the highest terrain and appears to be natural. A cut has been excavated along the north property line in association with construction of the private road there. It appears that there.may have been slight grade alterations along 72nd Avenue West, although those are not believed to be significant. The lot has been partially cleared in the past and only a few additional trees are to be cut for construction. There are no discernible water courses on the site. You are considering shifting the building location five or so feet to the north of.the location shown; you asked me to comment on the significance of such as it would . rel ate to the adjacent cut slope. The north end of the house will be underlain by a basement which will be five to seven feet below finished exterior grade. No final grades have yet been determined but within the building footprint, grade will be lowered in preparation for construction. The south part of the house will be underlain by a slab poured on grade. Minimal excavation will be required for the driveway and garage. Construction of the garage may be deferred. You do not propose to alter existing grades outside the building footprint area in any way that would require retaining walls or other engineered structures. JAMES EATON, PE GEOTECHNICAL SERVICES (206) 682-6942}� Box 126 *Hobart, WA 98025 ' Page four shows the approximate locations at which backhoe test pits were dug. Locations were selected to represent a range of elevations and which roughly ' bracket the improvements. Exterior locations were chosen so as not to create soft spots. The holes were backfilled the same day they were dug. Log summaries of conditions at each test location are presented on page five. Topsoil and a yard or so thick of near -surface soil is the product of weathering and floral processes on parent material. Except for -these secondary superficial materials, only one basic soil type is believed to be relevant to your project. Water Supply Paper 1135, which contains the geologic map of the area, shows your property to be underlain by the Esperance sand member. In common terminology it is a-format'ion of dense, pre - glacial sand. The sand is believed to be underlain by. a "formation" of hard clay, though I have made no effort to estimate the sand thickness in your neighborhood. Within the depths I explored, the sand was moist but unsaturated and you. can reasonably expect that groundwater conditions will not fluctuate appreciably with time. My conclusion is that natural conditions are excellent for development as you propose. At and below the effective reach of weathering and plant roots, the f- soil has good load -bearing ability and good internal drainage. Such soil is not ordinarily prone to settlement or liquification. ' At sometime before you excavate for construction, you must decide how much, if any, of the removed soil is to be redistributed on the lot. Any clean sand such as you will have from your basement could be compacted for use beneath your ' driveway or other incidental improvements though I advise against depending on fills for support of major improvements. From a geotechnical point of view, the silty and organic shallow soils are the least desirable; in wasting excess material offsite, these should be the first to go. The roadcut along the north edge of the lot is now vegetated and is inclined at about the angle of repose for sandy soil. I see no reason to provide retention there or to make any kind of modifications to that area. Neither should that area be disturbed or graded. There is no reason not to shift the house location to the north if you wish. However, you should not fill over or clear the slope and keep excavating equipment south of your north wall line. By design, the bearing surface of the foundation will be near the elevation of the adjacent private road. Should you revise your plan in such a way as to have shallow footings at the north end, I recommend that you assure that no downslope angle from the foundation to daylight exceed 3:1 (H to V); it does not appear that this slope proximity will be a limiting condition. Your house can best be supported on conventional spread footings. For design purposes you may assume allowable soil bearing pressure of 4 ksf or you may size footings to the local building code which sets minimum footing dimensions and which assumes a lower bearing pressure. To avoid differential settlement, I recommend that you expose similar -appearing soil in all parts of the foundation system. At some locations this may require excavating deeper than the code - required 18 inches below finished grade. I recommend installing footing drains in accordance with usual construction practice, although it is possible that they will not be needed. Their use is not limited to collection of soil water of natural origin. Ideally the collector ' Mr. and Mrs. Davis May 18, 1990 ' Page 3 should have a positive gradient and be laid about one foot below the interior adjacent slab level. The system should be fabric filtered to prevent long-term ' blockage with sand. I recommend that a pea gravel shroud be filled to at least one foot above slab grade or within one foot of exterior grade, whichever applies. The remaining height of backfill could consist of clean onsite sand. ISince the basement walls will be of modest height, these.will not likely require structural engineering. However, if such an engineering service is utilized you ' should have the engineer coordinate with me about design parameters and assumptions. Also, in accordance with usual good construction practice, the finished ,grade within approximately two to three yards of the house should slope away from the house. Your type of soil is not normally associated with soil moisture problems but I �- recommend that as a minimum you include a plastic membrane between any interior slabs and the soil. The soil is also prone to dry fairly rapidly in excavations and under normal construction traffic becomes loose in the upper six inches or so. To insure that; bearing surfaces are dense, you should moisten and surface compact any powdery dry sand. A vibrating plate compactor could be used for that purpose. I recommend that you have me impact your foundation and basement excavation when completed to verify that conditions are uniform and as anticipated. You may wish to have me inspect other aspects of construction which relate to soils or drainage. Yours truly, es Eaton,-P.E. 02-7751 3 copies submitted 16616 72Id Ave. West Edmonds, WA 98026 April 21, 2005 Don Holdridge RECSVE® Snohomish Co. PUD #1 South County Office APR 5 2005 P.O. Box 1107 Everett, WA 98206 PLANNING DEPT. Re: Pole Replacement on Davis Property, Edmonds, WA Dear Mr. Holdridge: In early February, we were notified of plans by the PUD to replace the utility pole at the northwest corner of our property. In order to replace the pole, the PUD plans to remove and/or top the trees which run along the north property line of our lot. This side of our property consists of a sandy bank which drops down to a private road shared with our neighbors. We understand that the disturbance of vegetation along this bank would threaten the stability of the bank. We relied upon the stability of this bank in deciding to situate our house close to our north property line. You will find enclosed a soils report dated May 18, 1990 prepared by James Eaton, PE which we obtained in connection with the construction of our house. Please note the discussion of the property's north bank appearing at page 2 of the report. We request that the PUD either (a) place the power line in question underground or, alternatively, if the trees are to be cut and the utility poles replaced, (b) commission a study by a geotechnical engineer to determine an adequate reinforcement for our north bank and fund the suggested reinforcement. Thank you for your assistance. cc: Richard Grove, Snohomish Co. PUD Joe Miori, Snohomish Co. PUD Dave Gebhart, City of Edmonds Duane Bowman, City of Edmonds Steve Bullock, City of Edmonds Jeanie McConnell, City of Edmonds May 18, 1990 Mr. and Mrs. Charles Davis c/o Betts, Patterson & Mines 800 Financial Center Seattle, Washington 98161 Re: Meadowdale Property Dear Mr. and'Mrs. Davis: You own a residential lot in the Meadowdale area within the City of Edmonds and are making plans to build your home there. Following my expressing favorable preliminary conclusions based on surface inspection, you authorized me to explore subsurface conditions by digging test pits with a backhoe. My conclusions and recommendations developed from test exploration are presented herein. The lot is located at the intersection of 72nd Avenue West and 166th Place Southwest. Page four of. the report was prepared from your yet undated site plan prepared by Locus Architects. It shows the property configuration, its location relative to two abutting streets, the proposed building and garage location, and the locations at which test holes were dug. Elevation differential is less than 20 feet and there is no steep terrain immediately off the lot in any direction. The interior part of the lot represents the highest terrain and appears to be natural. A cut has been excavated along the north property line in association with construction of the private road there. It appears that there. may, have been slight grade alterations along 72nd Avenue West, although those are not believed to be significant. The lot has been partially cleared in the past and only a few additional trees are to be cut for construction. There are.no discernible water courses on the site. You are considering shifting the building location five or so feet to the north of the location shown; you asked me to comment on the significance of such as it would -relate to the adjacent cut slope. The north end of the house will be underlain by a basement which will be five to seven feet below finished exterior grade. No final grades have yet been determined but within the building footprint, grade will be lowered in preparation for construction. The south part of the house will'be underlain by a slab poured on grade. Minimal excavation will be required for the driveway and garage. Construction of the garage may be deferred. You do not propose to alter existing grades outside the building footprint area in any way that would require retaining walls or other engineered structures. JAMES EATON, PE i M- GEOTECHNICAL SERVICES (206) 682-6942 " Box 126 • Hobart, WA 98025 ' Page four shows the approximate locations at which backhoe test pits were dug. Locations were selected to represent a range of elevations and which roughly bracket the -improvements. Exterior locations were chosen so as not to create I' soft spots. The holes were backfilled the same day they were dug. Log summaries of conditions at each test location are presented on page five. Topsoil and a yard or so thick of near -surface soil is the product of weathering and floral processes on parent material. Except for -these secondary superficial materials, only one basic soil type is believed to be relevant to your project. Water Supply Paper 1135, which.contains the geologic map of the area, shows your property to be underlain by the Esperance sand member. In common terminology it is a,format'ion of dense, pre - glacial sand. The sand is believed to be underlain by. a "formation" of hard clay, though I have made no effort to estimate the sand thickness in your neighborhood. Within the depths I explored, the sand was moist but unsaturated and you can reasonably expect that groundwater conditions will not fluctuate appreciably with time. My conclusion is that natural conditions are excellent for development as you propose. At and below the effective reach of weathering and plant roots, the �,• soil has good load -bearing ability and good internal drainage. Such soil is not ordinarily prone to settlement or liquification. ' At sometime before you excavate for construction, you must decide how much, if any, of the removed soil is to be redistributed on the lot. Any clean sand such as you will have from your basement could be compacted for use beneath your driveway or other incidental improvements though I advise against depending on fills for support of major improvements. From a geotechnical point of view, the silty and organic shallow soils are the least desirable; in wasting excess material offsite, these should be the first to go. The roadcut along the north edge of the lot is now vegetated and is inclined at about the angle of repose for sandy soil. I see no reason to provide retention there or to make any kind of modifications to that area. Neither should that area be disturbed or graded. There is no reason not to shift the house location to the north if you wish. However, you should not fill over or clear the slope and keep excavating equipment south of your north wall line. By design, the bearing surface of the foundation will be near the elevation of the adjacent private road. Should you revise your plan in such away as to have shallow footings at the north end, I recommend that you assure that no downslope angle from the foundation to daylight exceed 3:1 (H to V); it does not appear that this slope proximity will be a limiting condition. Your house can best -be supported on conventional spread footings. For design purposes you may assume allowable soil bearing pressure of 4 ksf or you may size footings to the local building code which sets minimum footing dimensions and which assumes a lower bearing pressure. To avoid differential settlement, I recommend that you expose similar -appearing soil in all parts of the foundation system. At some locations this may require excavating deeper than the code - required 18 inches below finished grade. I recommend installing footing drains in accordance with usual construction practice, although it is possible that they will not be needed. Their use is not limited to collection of soil water of natural origin. Ideally the collector ' Mr. and Mrs. Davis May 18, 1990 ' Page 3 should have a positive gradient and be laid about one foot below the interior adjacent slab level. The system should be fabric filtered to prevent long-term blockage with sand. I recommend that a pea gravel shroud be filled to at least one foot above slab grade or within one foot of exterior grade, whichever applies. The remaining height of backfill could consist of clean onsite sand. ' Since the basement walls will be of modest height, these.will not likely require structural engineering. However, if such an engineering service is utilized you should have the engineer coordinate with me about design parameters and assumptions. Also, in accordance with usual good construction practice, the finished grade ' within approximately two to three yards of the house should slope away from the house. Your type of soil is not normally associated with soil moisture problems but I �- recommend that as a minimum you include a plastic membrane between any interior slabs and the soil. The soil is also prone to dry fairly rapidly in excavations and under normal construction traffic becomes loose in the upper six inches or so. To insure that bearing surfaces are dense, you should moisten and surface compact any powdery dry sand. A vibrating plate compactor could be used for that purpose. I recommend that you have me impact your foundation and basement excavation when completed to verify that conditions are uniform and as anticipated. You may wish to have me inspect other aspects of construction which relate to soils or drainage. Yours truly, es Eaton, E. 02-7751 3 copies submitted �T CITY OF EDMONDS USE PERMIT y.. ZONE NUMBER �3(„ 6f—II ,, CONSTRUCTION PERMIT APPLICATION JOB ,. SUITE/APT # ADDRESS 1,2 n OWNER NAME/NAME OF BUSINESS zi- jig La 64 LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. �¢++ Z 3fL fL O 5` 3 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCPApproved/,�,r&,C,7 G1- O r'/ T ZIP - ` EL ONE NUMBER EXISTING r"'" REQUIRED DEDICATION "' PROPOSED r- RW Permit Re uireC'� % ❑ q /( G Street Use Permit Req'd(/ ❑ Inspection Require ,� Sidewalk Required/ El ✓0 N 1 � METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED Q H A DR YES ❑ NO ❑ 3 (D U �,. REMARKS Z a '.. cc W CITY P]TELEPHONE NUMBER rc ,v i �(�G�. ..�� _ni %1'!�'f"�r 4 ••'i %l. -ii'i, vCi Z 1./. .-> r' +-'' rV / N AWtw r cc a ✓ v Z./, , ADDRESS' ERI NGINENG MEMO DATED REVIEWED BY O F Q dt I I) f i �)l,f •al CITY ZIP TELEPHONE NUMBER Z FIRE MEMO DATED REVIEWED BY O U w Er STATE LICENSE NUMBER EXPIRATION DATE VARIA E OR CU A B N SHOR€LINE p A / P Legal Description of Property - include all easements S P EVIEW SIG A EA HEIGHT Z COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED I ! ) )' ! ) uUi w r '- -- LOT OVERAGE REQ RED SETBACKS (FL) PROPOSED SETBACKS (FT) 0 ALLOWED PROPOSED FRONT SIDE REAR FRONT UR SIDE REAR ? , U "", �LJ j. 14/� Property ". ) �i,. �, +�,r z OT AREA - LANNJNG VIEW 8) !} 1 ;,� � vOAT P 1J d/Ci g Tax Account ,y - rce Pal No. i =) J -RESIDENTIAL 1:1PLUMBING/MECH REMA S NEW COMPLANCEOR ADDITIION COMMERCIAL CHANGE OF USE APT. BLDG. REMODEL SIGN CHECKED BY TYPE OF qONST UCTION CODE , OCCUPANT / GROUP GRADING FENCE REPAIR ,Ca' CYDS­ 1 x_FT) w t )� WOODSTOVE DEMOLISH � INSERT a SWIM POOL HOT TUB/SPA IA SPECIAL INSPECTOR " AREAS'' '" «- REQUIRED '� R OCCUPANT 13 YES LOAD GARAGE RETAINING WALL/ REMARKS r ,A ROCKERY RENEWAL PROGRESS INSPECTIONS PER UBCi 108 0 J (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: - ��.. 1,4 U w m NUMBER NUMBE OF CRITICAL C OF DWELLING r AREAS .% m0 STORIES UNITS NUMBER Lam',(:•" •"�--", ,. . , , DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) r'' T FINAL INSPECTION REQUIRED VALUATION FEE PLAN CHECK FEE j BUILDING HEAT SOURCE: GLAZING PLUMBING i Plan Check,No. "'7 r MECHANICAL f This Permit covers work to be done on privatd property ONLY. GRADING/FILL Any construction on the public domain (curbs, sidewalks, ! " STATE SURCHARGE driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days - Permit Limit: 1 Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE N successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, w � C_ .1 employees, and agents from any and all claims for damages of a whatever nature, arising directly or indirectly from the issuance `" = of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT w dp iCi aiaf' omodify, waive or reduce any requirement of any city ordinance TOTAL AMOUNT DUE = nor limit in any way the City's ability to enforce any ordinance provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is lion Insurance aria RCW 18.27. INSPECTION acknowledged in space provided. SIGNATURE (OWNER OR GENT) DATE SIGNED DEPARTMENT CITY OF / OFFICW�,,IGNATURE ,__ ' DATE �a'% �' /Ll / . / i. G1 EDMONDS�✓� £J.-,){. '/ CALL FOR RELEAS D BY: �' �,/ DATE ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 7 / 02�0 ORIGI AL — File YELLOW — Inspector Ll A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK — Owner GOLD — Assessor +oaeT IRECEIVED City of Edmonds PE^� IT COUNTF CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. The purpose of the Checklist is to enable City staff Dbrear s ity map along with the signed determine whether any potential Critical Areas are, or copy of�lv assist City staff in finding and may be, present on the subject property. The locating the specific piece of property described on information needed to complete the Checklist should this form. In addition, tiie applicant shall include be easily available from observations of the site or other pertinent information (e.g., site plan, topography data available at City Hall (Critical Areas inventories, map, etc.) or studies in conjunction with this Checklist maps, or soil surveys). to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: i Ll, S Name /) Street Address City State Zip Telephone i Signature Applicant Representative: Name Street Address City State Telephone Signature Zip Date Date (over) c:reception\jana\cacl.doc CA FILE NO. P — Critical Areas Checklist -------------------------------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: I(e)6 �� '% i? � -IMP-VV 2. Property Tax Account Number: _ 13 I 0 0 0 j 6 �. 3. Approximate Site Size (acres or square feet): j 0 Oo0 4. Is this site currently developed? ✓ yes; no. If yes; how is site developed? (^e Si J'e"C e , 142ri V<.d C 5. Describe the general site topography. Check all that apply. / Flat: less than 5-feet elevation change over entire site. !� Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: .O— ; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the year? A/ 8. Site is in the floodway o floodplain of a water course. 9. Site contains a creek or an area where water flows acyoss the grounds surface? Flows are year- round? /1/0 Flows are seasonal? /U (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ;mixed urban landscaped (lawn,shrubs etc) ✓ 5kr a (n v -t-fP 5 11. Obvious wetland is present on site: VC, DETERMINATION ^ca chk.doc; Rev 10/03/97 y OF EDMO CITY OF EDMONDS sEP p l 19 CSI I gqo 121 5TH AVENUE NORTH, EDMONDS, WA 98020 (425) 771-0220 99 kVEICPMENT SERV1Cgs C CITY of °nMpNpTR. RCW 197-11-970 Determination of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: The construction o_f a detached carport/storage building within a Single -Family Residential RS-20 zone Ci ' - . e ,,.. r . ( ) (�,�ty of°Edmonds"Plan Clieckr#99 Proponent: Charles and Julie Davis. Location of proposal, including street address if any: 16616 72°d Avenue West, Edmonds, Washington. Lead agency: CITY OF EDMONDS. The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. X There is no comment period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 14 days from the date below. Comments must be submitted by Responsible Official: Jeffrey S. Wilson Position/Title: Planning Supervisor, Department of Community Services - Planning Division Phone: (425) 771-0220 Address: City of Edmonds, 121 - 5th Avenue North, Edmonds, WA 98020 Date: `t LAJ- T XX You may appeal this determination to Robert have, Planning Manager, at 121 - 5th Avenue North, Edmonds, WA 98020, no later than q 1999, by filing a written appeal citing the reasons. You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the procedures for SEPA appeals.} —I XX Posted on 2) 1999, at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist. Page 1 of 2 PL99-292A.DOC 9/I/99.SEPA Mailed to the following along with the Environmental Checklist: XX Environmental Review Section Department of Ecology P.O. Box 47703 Olympia, WA 98504-7703 XX Applicants: Mr. and Mrs. Charles Davis 16616 72"d Avenue W. Edmonds, WA 98026 cc: File No. Plan Check—99-292 SEPA Notebook Page 2 of 2 PL99-292A.DOC 9/I/99.SEPA PLANNING DATA NAME: SITE ADDRESS: (Q ��7Ti1ni t P WDATE: _1 ZONING: ILS` zo PLAN CHK#:_qq Z� PROJECT DESCRIPTION: < CORNER LOT �(Yes/No) FLAG LOT Yes/No SETBACKS: 1 Required Setbacks: Front: 267� . Left Side:1_RigM Side:_ Actual Setbacks: �' Front: 2 Left SideRight Side: N Rear: Street map checked for additional setback required (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED- (Y/N) LOT COVERAGE: _ o Maximum Allowed: _Actual: BUILDING HEIGHT: Maximum Allowed: Actual Height: Datum Point: Datum Elevation: A.D.U. CREATED?: SUBDIVISION: CRITICAL AREAS #:_ \-A`" \Vk— SEPA DETERMINATION:. I NI N LOT AREA: OTHER: Plan Review By: Ckfl1aS%PCrf fA^plendm.daa INS I'll le, a All V RECEIVED AUG 19 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS PRIVATE ROAD 15325' 25' SETBACK I oN/�1P7C_ 2�3 Pan/S igc�" f=c/L I —O�S/D n/ C O n/7Z4 L 10' SETS I m a v �0 25'-3" s:FH PROP05EDI 22'x3O', 660 SOFT CARPORT/STORAGE 27 aq 15325' HEIGHT: A-333', B-339', C-336', D-332' AVE - 335' ASPHALT DRIVEWAY MAX - 335'45 - 350' t ACTUAL - PLOT FLAN ZONE' RS-20, SETBACKS FRONT 25, SIDES COMBINATION OF 35' OR I0' MIN SCALE: I" - 10'-0" SITE: 16616 12NO AVENUE WEST EDMONDS TAX ID: 5131-000-105-0302 LEGAL: LOT A TRACT 105 MEADOWDALE BEACH OLNER: CHARLIE AND JULIE DAVIS �[f NORTH SOUND DESIGN 8122 206TH SW A VED BY P NNING EDMONDS. WA 98026 (425) 771-5283 CA FILE NO. Critical Areas Checklist -------------------------------------------------------------- Site Information (soils/topography/hydrology/veg'et`ation) 1. Site Address/Location: /& � 14 / 7,�� �l% VV Ed mot761 5 2. Property Tax Account Number: 5-1 31 © C) _ 0,5 ` O 3 C7 �- 3. Approximate Site Size (acres or square feet): j 0 (DOT-) Sr ` 4. Is this site currently developed? ✓ yes; no. J If yes; how is site developed? CC , ar t/c 5. Describe the general site topography. Check all that apply. J Flat: less than 5-feet elevation change over entire site. t� Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of. 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx, Depth: What season(s) of the year? 8. Site is in the floodway AID floodplain of a water course. 9. Site contains a creek or an area where water flows acjoss the grounds surface? Flows are year- round? A/0 Flows are seasonal? a/U (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped ,(lawn,shrubs etc) ✓ 51 r a <n r, d +fee s 11. Obvious wetland is present on site: /VCI) -- ---> For C'ty Staff Use Only p 1 Site ►s:Zoned�.;... ,. c 2 SC mapped soil type(s)� DETERMINATION ^ce chk.doc; Rev 10/03/97 RECEIVED ` MI 1 r 11999 City of Edmonds PEMIT COUNTS, CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of . the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: V; s Name J 16 6 l6 Street Address City State Zip 11a5 - 7Y3 _'y 373 Telephone Signe Date Applicant Representative: Name Street Address City IState Telephone Signature Date Zip c:reception\jana\cacl. doc (over) fhC 1S90 January 27, 1999 CITY OF EDMO1VDS BARBARA FAHEY MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works - Planning/Building - Parks and Recreation - Engineering • Wastewater Treatment Plant Julie A. Davis 16616 72"d Ave. West Edmonds, WA 98026 Subject: Determination regarding Critical Areas Checklist # 99-3 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED. PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Enc: Critical Areas Determination * Architectural Design Board Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Thank you. Sharla Graham Planning Secretary C:ReceptionUana\C R LTR.doc • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan STREET FIL USE,� PERMIT / � CONSTRUCTION PERMIT APPLICATION JOB � 1-.1,C. arj(-,' i-Irsi Y' LEGAL DESCRIPTION CHECK SUBDIVISION N 0. T I—D 7N _0 MAILING ADDRESS | PUBLIC RIG T F WAY PER OFFICIAL STREET MAP. 1-1 TESCP APPROVED BY CITY ZdP TELEPHONE NU BER C 'TING ;EQUIRED DEDICATION PROPOSED _15� NAME RIGHT OF WAY CONSTRUCTION PERMIT REQUIRE EE LLJ ADDRESS STREET USE PERMIT REQUIRED CI | a: | | SEE ENGINEERING MEMO DATED R�YIEW BY Z u' ZIP <1CITY TELEPHONE NUMBER REMARKS NAME ADDRESS 7,5Z METE PZE EUILDING SUPPLY SIZE IXTURE UNITS CITY ZIP TELEPHONE NUMBER cr Xk'y &(9b 3: STATE LICENSE NUMBER 0E li, Aj SIGN AREA ENV. REVIEW ALLOWED PROPOSED COMPLETE EXEMPT ADB NO. Legal Description of Property -: include all easements (show below or attach two copies) SHORELINE # Z PLANNING REVIEW BY IDAT�E LLj SETBACKS — FEET CL NEW El RESIDENTIAL OPLUMBING ADD/ALTER COMMERCIAL. MECHANICAL 7 6 REPAIR' APT. BLDG. El SIGN EXCAVATE, FIC L FENCE DEMOLISH El OR GRADE El � | CHECKFO BY TYPE OF CONSTRUCTION CODE HEIGHT (_ x _FT) CARPORT | swim L_j GARAGE POOL SPECIAL INSPECTOR OCCUPANC;Y OCCUPANT AYES L] NO JAREA LOAD OOD STOVE/ RETAINING WALL/ INSERT Z ROCKERY RENEWAL REMARKS 0 PROGRESS INSPECTIONS PER UBC 305 Z (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: (n Uj M cc NUMBER OF STORIES NUMBER OF co F NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) 1w7aW pes *y 6y ? 6 5 /Oc- New residence of approx.4000 s.f. incl. FINAL INSPECTION REQUIRED partial baseme-nt and site improvelTIents VALUATION FEE as ihaHcated PLAN CHECK FEE -7—'? :2 BUILDING PLUMBING Plan Check No.., MECHANICAL This �7ermit —covers work to be done on private property ONLY. Any construction the 'ublic GRADING/FILL on p domain (curbs, sidewelks, 'i-driv,eways, marquees, etc.) will require separate permission. Permit Application: 180 Days STATE SURCHARGE Permit Limit: 1 Year - Provided Worl� is Started Within 180 Days "Applicant. on behalf of his or hers pouse, heirs, assigns and successors in interest, I r cr. agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, - M tr employees, and agents from any and all claims for damages of < X whatever nature, arising directly or indirectly from the issuance ' a of this permit. Issuance of this permit shall not be deemed to modify,,waive or reduce any re4uirement of any city ordinance PLAN CHECK DEPOSIT :r nor limit in any way the City's ability to enforce any ordinance provision." TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to Comply with city and ATTENTION APPLICATION APPROVAL state laws regulating construction; and in doing the work authoriz- ed thereby, no person will be employed in violation of the Labor THIS PERMIT AUTHORIZES This application is not a permit until Code of the State of Washington relating to Workmen's Compensa-,., tio—n ONLY THE WORK NOTED signed by the Building Official or his Deputy; and fees are paid, and receipt is Insurance. INSPECTION acknowledged in space provided. SIGNATURE (OWNER OR AGENT) )ATE r SIGNED DEPARTMENT CITY OF E DATE EDMONDS ATTENTION � r,. .._.,..~,/� CALL INSPECTION / � /T IS UNLAWFUL TOUSE on OCCUPY au|Lo|wG OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND AppnOvwL On 771-3202 | � A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED UBC ORIGINAL File YELLOW- Inspect |o��pTEno� 102-8 p|wK - Owner GOLD - Aaueson, l - City of Edmonds, RIGHT—OF—WAY CONSTRUCTION PERMIT Permit Number: STREET FLE Issue Date: 3 - %n - 9';�" A. Address or Vicinity of Construction: 16(61 •7e1 mb AV W. d 1 O B. Type of Work (be specific): 51t�WbARV (ZI go� eXI'S-r1M v '�Ah " 5�c-e 8 9 1 9 PEUSTA6 ArT " P101-f- -M. 5r=RdE NJ9AJ aESa C. Contractor: �, U , Contact: T)A W OMA, qoulkKy Mailing Address: ` 1-J Oi-A 1A S wwy .19 Phone: (���a �! State License #: G�RP5D WP, g1801 'dP Liability Insurance: Bond: $ D. ,Building Permit # (if applicable): cry Side Sewer Permit # (if applicable): _ G' E. ❑ Commercial Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family Single Family ❑ Other INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes No G. Size of Cut: x H. Charge $ APPLICANT TO READ '~ IGN INDEMNITY: Applicant understands and by his signature to this application,, agree he City of Edmonds ha»arslAb nj(%!r enrages, or claims of any kind or description whatsoever, foreseen or unforeen, that may be made against the City of Edmonds, or any of its departments or employ- ees, including or not limited to the defense of any legal proceedings including defense costs, and attorney fees by reason of grant�ing this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECITON AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORA7TON FEES WILL BE HELD UN77L THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH 71ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering.De0artstt t - 771-3202. Work is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City r ul tions as required by the>VhWwA�ing tongineer. All street cut ditches shall be patched with asphalt or City approveaerial prior to the end of day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times for inspection purposes. Signature: DWM,9,UM _ Dater (Contractor or Agent) TIME AUTHORIZED: . CALL DIAL -A-DIG PRIOR TO BEGINNING WORK ........ .... RIGHT OF WAY DEPOSIT: l AFTER DAYS : DISRUPTION. FEEIFUND 111:. RESTORATION FEE.:> .._ . ....................,-....... PERM FEE: TOTAL FEE DATE::. .:ISSUED BY: ANCE , Engrg. Div. 1991 FIELD INSPECTION NOTES (Fund III - Route copy to Street Dept:)L` Comments• Diagram N'i CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. Ji PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV 4 j 7 LOCATION 16(01(o 7ZwD AV LAJ SnUTH CQ(AQ / AREA POLE NO. AIW114 S $ T 21 R q- DATE a'a$-9a. W.O. NO. �Z REASON FOR WORK See_oWDAR+Y P6brcS'rA�. F0V- ENGINEER HowA2D DWG. NO. Q95SrID DEkw COLSDN DRAFTER U.G. NO. SCALE I DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN FEES REQ'D PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO# ff(YES Cl NO ENVIRONMENTAL ANALYSIS ® EXEMPT ❑ NOT EXEMPT SUBSTATION PARA. 18 ITEM C O.H. U.G. COND. KV CIRCUIT NO. ADD C T. FT. PH REM C T. FT. PH NET C T. FT. SECONDARY OVERHEAD O.H. U.G. COND. KV BASIC FEE $ ADD C T. FT. PH ®$ / = $ REM C NET C T. FT. PH T. FT. � METER/CONY. POLE PERMITS (DATE GRANTED) ❑ TREE TRIM PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ STATE ❑ COMMERCIAL BASIC FEE $ LEU# ❑ COUNTY Tf CITY EDHON125 ®$ �_$ ❑ EASEMENTS ❑ REQUIRED 06 NOT REQUIRED SECONDARY UNDERGROUND BASIC FEE $ (oj Q,�'a �a$ /=$ UNDERGROUND PLAT DATE RELEASED BASIC FEE $ (L FT. ® $ / = $ FOREIGN CONTACTS ❑ GTNW JPN# STREET LIGHTING t FT. ®$ _ $ ❑ CATV JPN# ❑ JOINT TRENCH G ❑ JOINT BORE GTNIV NW & CATV & CATV WORK IN RIGHT OF WAY ❑ PRIMARY ❑ POLE STENCILING FROM T TAKE OFF POLE ❑ SECONADARY t FT. ®$_ _ $ _ MISCELLANEOUS FEES _ VAULT $ PRE-CONSTR. R OUIREMENTS PERMIT $ ❑ TREE TRIM E PUD LOCATOR PEI�>'>TA. E . $ ❑ BACKHOE 2-(,L, A Co), 1, 57 _ $ _ � i� , ❑ ONE CALL DATE $ # INDEX POLES IPLAT TOTAL DUE $ O° DATE PAID Z -26- 9 Z LOGS U-MAP RECEIPT# p6 �,o 45'7.4 XFMR C-MAP NEW SVCE APPLICATION# IG44-00 LOCATION MAP PAGE 53-A3 Z51 O1 NST 3" 5E(­ RI SEIZ 00 EY-ISTI IJ4 POLE, sE r SEe.. PEb. w/ 3 BA2 COWO, A-r r3ASE Or- POSE. ,?,LAW ('5, 350 KGM ALI TIZk Down POLE TO PED: -NOTE: ?_wJ I lo' 4/0 AL 7P-X FrtoM PED TO HOLkSE As YE:C_ NsA -*P 1944460 11< A? -('ACHED q� �P-38a4-x O.-- 0 cyy'"«A"' wRivQwp�''f�1.Pdr�''y�'���F�i'..Ajy6yP"'yy`"Y'�M"dC�•Liy��.J.i'*'4n...��.""3Vi�n1�k-'v"� �.E..12kffi�'%l7V- y. �.i),(1/`:'..'�,�'�"}�1 ,..�! "0'3' l�''i{-tY�p1!^.r.).+ P S"TREETF1LE,'.1,,,";-,"j­1- CITY OF EDMONDS SIDE SEWER *PERMIT ��::=� PERMIT `=f2 8366 890-�9 �v:.. Address of Construction: %"�� Property Legal 'Description (I nclude all easements): ill 4+1= /O 5-- 6 _ye7 _f RECEIVED LYNNWOOD LIN FEB 2 0 1992 PUBLIC WORKS DEPT, Owner and/or Contractor: c'� �%� �� S w 0,4 U 15 O o'11 State License No. zzo Q�1e7z w.m Building Permit No. El Single Family Invasion into City Right -of -Way: m No ❑ Yes ❑ Multi -Family (No. of Units ) RW Construction Permit No. ❑ Commercial Cross other Private Property:,® No ❑ Yes ❑ Public Attach legal description and copy of recorded easement yeerfify that I have read,914d shall comply with all city requirements as indicated on the back of the Permit Card. ",j.f -2- Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3�90 Side Sewer Drawing The Cityf Edmonds omons EASEMENT NO. ------••-•----------••---------------------- i NEW CONSTRUCTION d REPAIRS ❑ LID NO_ ------------- _____ _ASMT. NO. ------------------ OWNER-------- ----------- CONTRACTOR--------•-----------------------------------------••----------------•--------------- PERMIT NO. JOB ADDRESS I- p 1 �• - � : � 4V� `a 7----- LEGAL DESCRIPTION: LOT NO- -------------------------------------- BLOCK NO.----------------•------------------- 100' E" Ita(„ PWW-Op01-11/75 (REIV.11/78) -----------------------------------------------------------------------------•-. _.--------------------------..---------------_-_.._--------...-------------------- NAMEOF ADDITION---------------------------------------------------------------------------------------------------------------------- LYNNWOOD LINE caQ � .0 . L Approvea: 3 Z--- B �--� DATE . ...........- ---- Y _5- ' May '.18, 1990.:. Mr and Mrs. Charles Davisc c/o Betts, Patterson &Mines_'7.- 800 Financial Center, ' Seattle-, Washington 98161 `Re:. Meadowdale Property Dear, Mr., and -Mrs. Davis: ' You own a residential Tot in the Meadowdale area. within the -City of Edmonds.and are making plans to build your home'there. Following, my expressing- favorable preliminary conclusions based on surface inspection, you.authorized me to explore subsurface conditions by.digging -test pits with a.backhoe...My conclusions and recommendations developed from test. exploration are presented herein: The 'lot is located 'at the intersection of•'72nd Avenue- West.and.166th Place ' Southwest. Page four of the report was prepared -from your yet undated site plan prepared.by Locus Architects. It shows the property configuration,.its,location relative to two abutting streets; the proposed bui_ldi'ng-and garage 1ocation,.:and - ' the -locations at which test holes were dug. 'Elevation differential' is less .than 20 feet" and ' there is- no steep terrain . immediately off the, lot in any direction. The interior, part of -the lot represents .the highest terrain-, and appears. to, be. natural. A cut has been excavated along -the north property line i'n assoc,iation with construction of the private road there. It appears that there may have been slight -grade alterations along 72nd Avenue West, although those are,not believed to be significant. The lot has been -partially cleared.in the past and only a few additional trees are to be'cut for construction. .There are no,discernible.water courses .on the site. You are considering shifting-the'buil'd,ing location -five or so.feet.'to the north of the location shown; you asked me to`comment:on the significance of such as it would relate to the adjacent cut slope.. The north end of -the house will be underlain by a basement which will be five, to seven feet .below. finished exterior. grade. No. -final -grades have yet.,. been determined but within the building footprint, gradelwi11 be. lowered in -preparation for'construction. The --south part ' of•the house -'will be underlain by•a slab poured on grade. Minimal excavation will -be required for•the-.dri'veway-and garage. .Construction ' of the'garagg may be deferred: You do not propose to alter existing grades outside the building footprint area ' in any way that would require retaining.walls'-or other engineered structures. ' JAMES EATON, PE f GEOTECHNICAL SERVICES (206) 682,-6942 Box 126 • Hobart, WA 98025 ' Page four"shows the approximate -locations at which backhoe test pits were dug. Locations were, selected to represent a range of elevations and which roughly. bracket the improvements. 'Exterior.locations were chosen.so as not -to create soft spot's.­The holes were backfilled the same day they were dug.` Log summaries of conditions at each test location are presented on page five. Topsoil and a yard or so thick of hear =surface soil is 'the product of weathering and floral processes .on'- parent material. Except for these secondary superficial materials,, only one basic soil type is believed to be. relevant to your project. '.Water Supal v.Paper 1135,. which contains ' the geologic map of the area, shows your property to. be underlain by the Espe,rance sand member.. In common terminology. it is a formation of dense, pre - glacial sand .'The sand is -believed to be underlain by a -"formation" of hard ' clay, though I have made no effort to estimate the sand thickness in your neighborhood. Within the depths I explored, the sand was moist but unsaturated and.you can reasonably expect -that groundwater.conditions will not fluctuate appreciably with time. My conclusion is that natural conditions are excellent for.deve lopment as you propose.At and below the effective reach -of weathering and plant roots,,, the - soil has good load -bearing ability and good internal.drainage. Such soil is not ordinarily prone to settlement or liquification. ' At sometime before you excavate -for construction, you must decide how much,.if any, of the removed soil is to -be redistributed on the lot. Any clean sand such as you will have from your 'basement'could be compacted for use beneath your, driveway or -other incidental improvements -though I advise against depending on t.- fills for -support of major improvements. From a geotechnical point of view, the silty and organic shallow soils are the least desirable; in wasting excess material offsite, these should be the first to go., ' The: roadcut -a.l on9 the north edge of the .l of is now vegetated- and . is -inclined at about the angle of repose for sandy soil.. I see no.reason to provide retention there or 'to make any- kind of. modifications- to that area. Neither should that ' area be disturbed or graded: There is .no reason not -to shift the house location to the -north if you wish. However,.you should not fill over or clear the slope ' and keep excavating equipment south ofyouur north wall line. By -design, the bearing surface of the foundation will be near the elevation of the adjacent private road. Should you revise your: plan in such a way as to have- shallow footings at the north end, I recommend that you assure that no downslope angle from the foundation to daylight exceed 3:1 (H to V); it does not appear. that this. slope proximity will be a limiting condition. Your house can best be.supported on conventional spread_ footings., .For design purposes you may assume allowable soil bearing pressure of 4 ksf or you may size footings to the local building code which sets minimum footing dimensions and -.which assumes..a lower bearing -pressure. To avoid differential, ' settlement, I recommend that you expose similar -appearing soil in all parts of the foundation system. At some.locatioris this may require excavating deeper than the code - required 18"inches below finished grade. ' I recommend installing footing drains in accordance with usual construction practice, although it ' t, is possible that they will not be needed; Their use i s ' not- ' limited to collection of soil water of natural origin. Ideally the collector ' Mr: .and Mrs. Davis,.". - - . • . May 18, 1990. ',Page, 3 should have 4 positive gradient- and be- laid .about one foot below the .interior . adjacent slab level., The system shoul-d be fabric filtered to'prevent long -term - blockage with sand. I recommend that'a pea gravel shroud be filled to at least one -foot - above- slab.'grade or Within- .one foot.'of exterior grade, whichever applies:. The remaining height of.backfill'could consist.of.clean onsite sand. ' Since the basement walls will be of.modest height, these will not likely.requlre structural engineering. However, if'such.an-engineering service 'is'utilized you should have the engineer coordinate with me about., design parameters and tassumptions. Also, in. -accordance with usual good construction practice, the finished grade ' within approximately two to three yards of the house should slope away from the house.: Your type of, soil --is not normally associated with soil moisture problems but I ' - recommend that as a minimum you include a plastic membrane between any interior slabs -and the soil.. . ' The• soil -is also _prone to -dry fairly rapidly in excavations and under normal construction traffic becomes loose in the upper six inches, or so. To insure that bearing surfaces are dense,you should moisten. and surface compact any powdery dry sand. A vibrating plate compactor could be used for that purpose.. I recommend that you -have me impact your foundation and basement excavation when ' completed to verify that conditions Are -uniform and as anticipated.,"You-may wish to have me inspect other aspects of construction, which relate to soils or drainage. - Yours truly, ' es Eaton, :E. , 02-7751 ' 3 copies. submitted . �-c,' N. Fq r� O, WAS 17 � �• Cla i t r \ - - F`�s�ONAL ���� ' Mr. and Mrs. -Davis.. May 18, 1990 ' Page 5 TEST PIT LOGS Medium to -dark brown slightly organic loam topsoil - Brown fine sandy _loam Variable brown to gray, 'firm sand with -minor -coarser fraction including gravel 1 _ 11'- Completed .and backfilled May.14, 1990 No groundwater encountered . #2 ' Dark brown-slightly`organic .loam topsoil Brown fine sandy loam. with trace of gravel 4.0 ' Brown to gray f i r-m sand wi th 'mi nor coarser fraction i ncl.udi ng gravel —Completed and backfilled March 14, 1990 No groundwater -encountered, = #3 ' ; ' 0_ Medium to dark brown-slightly.organic.loam topsoil ' 1.4'- .Brown `fine sandy loam 2.5'- ' Brown. to gray, firm sand with minor coarser fraction_'includi'ng gravel 9' - Completed and .backfi 11 ed :May 14, 1990 No groundwater encountered ow CITY COPY FILE# N/A DETERMINATION OF NONSIGNIFICANCE Description of proposal New Single Family Residence Proponent Charles Davis 8228 212th St. S.W. # 205, Edmonds, WA 98026 Location of proposal, including street address, if any 16616 72nd Ave. W. Edmonds, WA 98026 Lead Agency Edmonds Planning Division The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. X, There is no comment period for this DNS. _ This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by Responsible Official John Bissell Position/Title Code Enforcement Tech. Phone 771-3202 Address 250 5th Ave. N., Edmonds WA 98020 !� Date May 2, 1991 Signature,- �..,..� X You may appeal this determination of nonsignificance to Hearing Examiner at 250 5th Ave. North, Edmonds, WA 98020 no later than 5:00 p.m. May 12, 1991 by filing a written appeal citing reasons. You should be prepared to make specific factual objections. Contact John Bissell to read or ask about the procedures for SEPA appeals. There is no agency appeal. Complete this checklist for nonproject proposals, even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPRWECT ACTIONS (part D). For nonproject actions, the references in the checklist .to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area." respectively. ?? A. BACKGROUND A P R 1. Name of proposed project,'if applicable: Davis Residence PERMIT COUNTED 2. Name of applicant: Mr. and Mrs. Charles Davis 3. Address and phone number of applicant anti contact person: 866 E. qwrm Placeo5— S(eat 22, Washington 98102 t o rx.o"66 w/`1 4j'o-1o 4. Date ch 3?Y- 20repared• 774 — 6'2r/3 Jan.— 1991 5. Agency requesting checklist: City of Edmonds 6. Proposed timing or schedule (including phasing, if applicable): Contruction to begin mid-1991 7. Do you have any plans for future additions, expansion, or further activity.rel.ated to or connected with this proposal? If yes, explain. Garage may be added at unspecified later date 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None other than soils report done in May of 1990 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain.. Not aware of any 10. List any government approvals or permits that will be needed for your proposal, if known. ..- Residential building permit from City of Edmonds 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You'do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Approximately 3100 s.f. + basement(unfinished) single family residence sited on one-half acre lot/ main section of house is two stories not exceeding 25 ft. in height 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed'project. including a street address, if any, and section. township,.and range, if known. If a proposal would occur over a range of.area, provide the range .or boundaries.of the site(s). Provide a legal description, site plan, vicinity map,.and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 16616 72nd Ave. W./ SW corner of 166th St.(private road) and 72nd Ave. W./ Meadowdale Beach area TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS EVALUATION FOR AGENCY USE ONLY 1. Earth a. General description of the site (circle one): Flat, E ng hilly, steep slopes, mountainous. other b. What is the steepest slope on the site (approximate percent slope)? 66% slope c. What general types of soils are found on the site (for example, clay, sand, gravel. peat, muck? If you know the classification of agricultural soils, specify them and note any prime farmland. Basic soil type is sand (underlain by Fsperance sand member) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Soil excavated from basement may be used for fill in SW corner of lot f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. We will attempt to leave -as much natural ground cover as is possible Lot has very gentle slope g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Construction occurs mainly on high flat portion of lot We will clear as little as possible 2. Air r a. What types of emissions to the air would result from the proposal (i.e.. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and. -give approximate quantities if known. Minimal emissions from automobiles (owners have 2 cars) vehicles from construction crew typical for residential• construction b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it - flows into. No 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the -site that would be affected. Indicate 'the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. No 6) Does the proposal inOolve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: 1) Will ground water be withdrawn, or will water be -discharged to ground water? Give. general description, purpose, and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic Sewage; industrial, containing the -following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. House will be connected to City sewer system c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, 1f any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Subsurface storm.drainage system to be provided/ Soil affords good internal drainage 2) Could waste materials, enter ground or surface waters? If so, generally describe. IMO d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Deck areas to slope to drains 4. Plants a. Check or circle types of vegetation found on the site: g deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other _ water plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? Some trees will be removed as well as some ground cover to make way for cultivated garde areas c. List threatened or endangered species known to be on or near the site. No d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Generous use of native plants (including trees, shrubs, and ferns) 41 S. Animals a. Circle any birds and animals which have been- observed' on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: .............................. mammals: deer, bear, elk, beaver, other: ................................. fish: bass, salmon, trout, herring, shellfish, other: .................... b. List any threatened or endangered species known to be on or near the site. None to our knowledge c. Is the site part of a migration route? If so, explain. Not to our knowledge d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating, cooking and laundry b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with Washington State Energy Code 7. Environmental Health Are there any environmental health hazards, including exposure to toxic ` cals, risk of fire and explosion, spill, or hazardous waste, that could occur ? result of this proposal? If so, describe. Eel 1) Describe special emergency services that might be required. Does not apply 2) Proposed measures to reduce or control environmental health hazards, if any: Does not apply b. Noise s 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example:- traffic, construction, operation, other)? Indicate what hours noise would come from the site. Some short-term construction(hammering, etc.) L 3) Proposed measures to reduce or control noise impacts, if any: None 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Vacant lot amid single-family residences b. Has the site been used for agriculture? If so, describe. No c. Oescribe any structures on the site. None d. Will any structures be demolished? If so, what? fp No e. What is the current comprehensive plan designation of the site? Not applicable h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not -to our knowledge i. Approximately how many people would reside or work in the completed project? 3 persons j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not applicable 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Not applicable c. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Max. height of 25'/ Wood siding and stucco b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: House sensitively designed to blend in with environment 11. Light and Glare ' a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? None c. What existing off -site sources -of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Not applicable 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Meadowdale Park b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not applicable 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next -to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not applicable 4. c. Proposed measures to reduce or control impacts, if any: Not applicable 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 72nd Ave. West which connects with Meadowdale Road b, is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? No c. How many parking spaces would the completed project have? How many would the project eliminate? Space for 2 cars until garage is constructed d. Will the proposal require any new roads or streets. or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known. indicate when peak volumes would occur. Not applicable g. Proposed measures to reduce or control transportation impacts. if any: Not applicable 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so. -generally describe. IMO b. Proposed measures to reduce or control direct impacts on public services, if any. None necessary 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Natural gas line to be extended to lot b. Describe the utilities that are proposed for the project, the utility providing the service. and the general construction activities on the site or in the immediate vicinity which might be needed. Electrical- Snohomish Co. P.U.D. Natural Gas- Washington Natural Gas Water and Sewerage- City of Edmonds C. SIGNATURE The above a sw rs tr e a d c to the best of my knowledge. I understand that the le d ge y i r 1 ing o the make its decision. Signature:. ................................. .... .. ..... . Date Submitt :...............� ��`.................... ........ ... 0. Supplemental Sheet for Nonproject Actions (Rezones, Code Changes, Annexations, etc.) -- Do not use this sheet for project actions. Because these questions are very general. it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal. or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local; state, or federal laws or requirements for the protection of the environment. ENVCHK3/PFORMS j STREET FILE STREET FILE T•..IM7.W 4 K. V.. 1.1•i'1• asjr 11 '4xMT.M1�► M-04 Al""10 K •,__.. srrnn c•..w � t-ws.— arc' i.c.u:. 'IRIVATE ROAD A ' a �A ��r�+�w►t'^O Nrllwr awe 1... .. .n 9YIw www TM w 41 1 I wn.• i. I 1 I i _t � � 10 I ' _ I x I I I -- - i If— —.—•.�I •. I I � • s I I I '•wn1 -' • Ti' 1 �'r✓ r w,, I•'nr I•' ns I A� 1 °n asp �� � _._ - - cwiw wrc � Y 5• vs- sob � • i 1 PLOT PLAN -GRADING DRAINAGE r ,i61b� 1 �u •101 . STREET FILE a, APR 0.1 "owmot r..". • 0 Anpoll," is SIM 4 'or ITj bill 1.4 100 oo ....... ......... 1 0 .0 a-UWW of iO,,,&*rl4q4 Opp ( 0 of 4�01 Aso. 0 loll Ito rix L_1 'PLOT PLAN -GRADING 'DRAINAGE +',"}a,'fe`-":=r,,.�; PERMIT "PLICATION REQMIENTS TO: Permit Coordinator, Building Division FROM: Lyle Chrisman, Engineering Inspector OWNER: �v�s PLAN CK fi ADDRESS:_ DATE: IAfter review of the subject permit application, the following requirements mustbe met. 1. Construction hours are: WEEKDAYS .......... 7:00 A.M.-10:00 P.M. WEEKENDSIHOLIDAYS ..... 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60) 3. Truck haul route plan must be submitted and, approved prior to permit issuance. 4. Builder/Owner is responsible for containing all' temporary runoff and erosion control on site. (ECDC 18.30.030d) 5. NO WORK SHALL BE DONE WITHIN 1 S FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACIL- ITY. BUILDER/OWNER IS REPSONSIBL_E FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 18.30.SOG) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES, FOUNDATION DRAINS, AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 18.30) 8.. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is involved a handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 1.4 %. Waiver granted to ®%. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10) 16. Connection to the City sanitary system is required. A separate permit is ui _Fees paid: Yes No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.05.010) 18. A FINAL ENGINEERING INSPEC77ON IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU- PANCY OF THE BUILDING OR S-TRUCTURE. (ECDC 18.90) 19. I/I,� 20. STREET FILE STREET FIDE Complete this checklist for nonproject proposals. even though questions may be answered "does not apply". IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions, the references in,the checklist to the words "project." "applicant," l and "property or site" should be read as "proposal." "proposer." and "affected geographic I area." resoectively. P I A. BACKGROUND A P t� l; 1. Name of proposed project, if applicable: Davis Residence 2. Name of applicant: Mr. and Mrs. Charles Davis 3. Address and phone number of applicant anti contact person: 866 E. nn Place 8.; A SS aI a W4_ 5tA) >V-- a 05' Seat , Washington 98102 t ®rx,oAaGS w,q 'FF0-1 o 4. Date ch 1R.. J2prepared: ao& — -174, Jan.— 1991 5. ' Agency requesting checklist: City of Edmonds 6. Proposed timing or schedule (including phasing, if applicable): Contruction to begin mid-1991 PERMIT OpTE,.? 7. Do you have any plans for future additions. expansion, or further activity.rel.ated to or connected with this proposal? If yes, explain. Garage may be added at unspecified later date 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None other than soils report done in May of 1990 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Not aware of any 10. List any government approvals or permits that will be needed for your proposal, if known... - Residential building permit from City of Edmonds 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You'do not need to repeat those answers on this page. (Lead -agencies may modify this form to include additional specific information on project description.) Approximately 3100 s.f. + basement(unfinished) single family residence sited on one-half acre lot/ main section of house is two stories not exceeding 25 ft. in height 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed'project, including a street address, if any, and section, township,.and range, if known. If a proposal would occur over a range of area. provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. . 16616 72nd Ave. W./ SW corner of 166th St.(private road) and 72nd Ave. W./ Meadowdale Beach area TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS EVALUATION FOR AGENCY USE ONLY 1. Earth a. General description of the site (circle one): Flat, rolling hilly,`steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)? 66% slope c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Basic soil type is sand (underlain by Esperance sand member) d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Soil excavated from basement may be used for fill in SW corner of lot f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. We will attempt to leave..as much natural ground cover as is possible Lot has very gentle slope g. About what percent of the site will be covered with impervious surfaces after project construction,(for example, asphalt or buildings)? 070- h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Construction occurs mainly on high flat portion of lot We will clear as little as possible 2. Air rn a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Minimal emissions from automobiles (owners have 2 cars) Vehicles from construction crew typical for residential construction b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. 0 c. Proposed measures to reduce or control emissions or other impacts to air, if any: None 3. Water a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2) Will the project require any work over, in or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. RE 6) Does the proposal indolve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. b. Ground: 1). Will ground water be withdrawn, or will water be -discharged to ground water? Give general description, purpose. and approximate quantities if known. No 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic Sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of.such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. .House will be connected to City sewer system c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Subsurface storm.drainage system to be provided/ Soil affords good internal drainage 2) Could waste materials enter ground or surface waters? If so, generally describe. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Deck areas to slope to drains 4. Plants a. Check or circle types of vegetation found on the site: g deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other shrubs X grass _ pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? Some trees will be removed as well as some ground cover to make way for cultivated gardee? areas c. list threatened or endangered species known to be on or near the site. No d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Generous use of native plants (including trees, shrubs, and ferns) 5. Animals a. Circle any birds and animals which have been -observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: ............................. mammals: deer, bear, elk, beaver, other: ................................. fish: bass, salmon, trout, herring, shellfish, other: .................... b. List any threatened or endangered species known to be on or near the site. None to our knowledge c. Is the site part of a migration route? If so, explain. Not to our knowledge d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas for heating, cooking and laundry b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Designed in accordance with Washington State Energy Code 7. Environmental Health A-e there any environmental health hazards, including exposure to toxic ^=cats, risk of fire and explosion, spill, or hazardous waste, that could occur :s i. result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. Does not apply 2) Proposed measures to reduce or control environmental health hazards, if any: Does not apply b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example:- traffic, construction, operation, other)? Indicate what hours noise would come from the site. Some short-term construction(hammering, etc.) 3) Proposed measures to reduce or control noise impacts, if any: None 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Vacant lot amid single—family residences b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No e. What is the current comprehensive plan designation of the site? Not applicable h.. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Not -to our knowledge i. Approximately how many people would reside or work in the completed project? 3 persons j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: Not applicable 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Not applicable 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. Not applicable b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. Not applicable c. Proposed measures to reduce or control housing impacts, if any: Not applicable 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Max. height of 25'/ Wood siding and stucco b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: House sensitively designed to blend in with environment 11. light and Glare ' a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None b. Could light or glare from the finished project be a safety hazard or interfere with views? None c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: Not applicable 12. Recreation a. What designated and informal recreational opportunities are in -the immediate vicinity? Meadowdale Park ° b. Would the proposed project displace any existing recreational uses? If so, describe. IM c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Not applicable 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next -to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. Not applicable c. Proposed measures to reduce or control impacts, if any: Not applicable 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. 72nd Ave. West which connects with Meadowdale Road b. Is site currently served by public transit? I.f not, what is the approximate distance to the nearest transit stop? No c. How many parking spaces would the completed project have? How many would the project eliminate? Space for 2 cars until garage is constructed d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Not applicable g. Proposed measures to reduce or control transportation impacts, if any: Not applicable 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so,•generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None necessary 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. Natural gas line to be extended to lot b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electrical- Snohomish Co. P.U.D. Natural Gas- Washington Natural Gas Water and Sewerage- City of Edmonds C. SIGNATURE The above a sw rs tr e a d co to the best of my knowledge. I understand that the le d ge y i r 1 ing o the make its decision. Signature:. .... .. .................................. Date Submit t :................ . ��................... 0. Supplemental Sheet for Nonproject Actions (Rezones, Code Changes, Annexations. etc.) -- Do not use this sheet for project actions. Because these questions are very general. it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the -proposal be likely to increase.discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local; state, or federal laws or requirements for the protection of the environment. ENVCHK3/PFORMS j STFEET FILE LOT LINE ADJUSTMENT AGREEMENT M"Yo At-nVVMVMM i c Marro 1'hi c Aav of �u l 1991 by and between CHARLES DAVIS and JULIE DAVIS, husband and wife, (hereafter referred to as "Lot A Owners"); and C. RICHARD PETERS and MARIE F. PETERS, husband and wife, (hereafter referred to as "Lot B Owners"). RECITALS A. The Lot A Owners own the lot described on attached Exhibit "A". The Lot B Owners own the lot described on attached Exhibit "B". The Deed to Lot B is currently held in the names of James W. Fritzberg and Ethel Marie Fritzberg. Ethel Marie Fritzberg is the same individual as Marie F. Peters. B. A boundary survey of Lot A was performed by Reid, Middleton & Associates, Inc. on February 8, 1990. That survey is attached as Exhibit "C". A prior survey of both Lots A and Lot B was performed by Meyring & Associates, Inc. prior to 1960. The westerly boundary line of Lot A and the easterly boundary line of Lot B (the "common boundary line") drawn pursuant to the Reid, Middleton survey differs from the boundary line fixed by the Meyring survey. C. The parties have agreed upon the location of the common boundary line and wish to complete a lot line adjustment (hereaf- ter "line adjustment") for submittal to the City of Edmonds whereby the boundary line as depicted on Exhibit "C" will be moved east such that the size of Lot A will be reduced and the size of Lot B increased. (The shift of square footage from Lot A to Lot B is referred to herein as the "adjustment footage"). D. The parties intend that the line adjustment will move the boundary line further east than depicted on either survey by the distance provided herein. E. The parties do not know from a technical standpoint which of the two above -referenced surveys are correct and do not intend to conform the adjusted boundary line to either survey. The Reid, Middleton survey is used here only as a starting point for the adjustment. F. The parties intend by this Agreement to resolve all questions as between them pertaining to the boundary line. G. In conjunction with the line adjustment, the parties intend that a view easement and covenant concerning the height of structures and vegetation benefiting the owners of Lot A and - 1 - 18001049/062991/1553 their grantees, heirs, successors and assigns burden both the adjustment footage and the pre-existing footage of Lot B. AGREEMENT In consideration of the mutual promises and agreements herein contained and the mutual benefits to be derived therefrom, the sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Recitals. The recitals contained herein are true and accurate and are adopted as part of this Agreement. 2. Lot Line Adjustment. The parties agree that the westerly boundary line of Lot A will be moved 12.85 feet to the east and the corresponding easterly boundary line of Lot B will be moved 12.85 feet to the east in order to establish a new common boundary line. The adjustment is to be made from the westerly boundary line of Lot A as depicted on Exhibit "C". The parties intend that the resulting adjustment in square footage reducing the size of Lot A and increasing the size of Lot B be approximately 2,121.54 square feet, computed by multi- plying the length of the westerly line of Lot A as depicted on Exhibit "C" (165.10 feet) by 12.85 feet. 3. Implementation of Adjustment. The parties shall retain the firm of Reid, Middleton & Associates, Inc. to assist with the line adjustment process and any survey required for the adjust- ment. The parties agree further to cooperate in the submittal and processing of the line adjustment with the City of Edmonds. The Lot A Owners agree to pay for all survey costs and City of Edmonds fees in connection with the line adjustment as between the parties. 4. Conveyance. The parties will cooperate in the prepara- tion and conveyancing of any deeds needed to complete the line adjustment process. 5. View Easement. At such time as the line adjustment provided for herein is completed and revised legal descriptions for Lots A and B have been prepared, the parties will execute that "View Easement" attached as Exhibit "D". 6. Conditions. The effectiveness of this Agreement shall be expressly conditioned upon the granting of a building permit to the Lot A Owners pursuant to the application currently pending before the City of Edmonds; the approval by the City of Edmonds of the line adjustment provided for herein; the execution and recording of Exhibit "D"; and verification by a title company selected by the Parties of the ownership of Lots A and B consis- tent with the recitals herein. _ �2 - 18001049/062991/1553 7. Warranty of Ownership. The Lot B owners .warrant and represent that they together are or Marie F. Peters individually is the sole owners) of Lot B as existing both prior to and following the line adjustment, with authority to bind themselves and their grantees, successors, heirs and assigns to the terms of this Lot Line Adjustment Agreement and to the terms of the View Easement attached as Exhibit "D". The Lot A owners warrant and represent that they are the sole owners of Lot A as existing both prior to and following the line adjustment, with authority to bind themselves and their grantees, successors, heirs and assigns to the terms of this Lot Line Adjustment and to the terms of the. View •Easement attached as Exhibit "D". 8. Recordation. The parties shall cooperate to cause the revised legal descriptions of Lot A and Lot-B as produced pursu- ant to the line adjustment process to be recorded and to cause the "View Easement" set forth in Exhibit "D" to be recorded. Recordation shall take place once the line adjustment process is complete either contemporaneously with or after the preconditions set forth'in Section 6 above are fulfilled. 9: Entire Agreement. This Agreement constitutes the entire Agreement between the parties concerning the subject matter hereof. EXECUTED as of -the day and year first above written. U IL E A. DAVIS C. RICHARD PETERS 3 18001049/062991/1553 STATE OF WASHINGTON ) �? )' ss. COUNTY OF SNOHOXI ) Notary Public in and e do here St ton, residing at by certify that on this of 1991, personally appeared before me Charle . D is, to/be known to be the individual described in and wh6,ex uted the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. iven Under My Hand and Offi Seal this A day of 1991. N appoirdement expires: STATE OF WASHINGTO ) ss. COUNTY OF SNOH IS � ) I, 1 , Notary Public in and for t o Wa ngton, residing at do hereby certify that on this da o , 1991, personally appeared before me Julie ADavis me nown to be the individual described in and who exe.ut he within instrument and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes herein mentioned. Gi en Under My Hand and Off 1991. appoi 4 - 18001049/062991/1553 1 this day of nt expires: STATE OF WASHINGTON ) ss. COUNTY OF SNOHOMISH ) Z I I r.i nVotAa,) In- , Notary Public in and r the Eta e of Washington, residing at ,(,{,1, , do hereby certify that on this day of 1991, personally appeared before me C. Richard ters, to me known to be the individual described in and who executed the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. ive.n Under My Hand and Official Seal this day of ILA, 1991. a Notary Publi My appointment expires: STATE OF WASHINGTON ) ss. COUNTY OF SNOHOMISH ) I, Notary Public in and for the State �uw Washington, residing at U ,(� , do hereby certify that on this day of , 1991, personally appeared before me Marie F. ete s,' to me known to be the individual described in and who executed the within instrument and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes herein mentioned. Gi en Under My Hand and Official Seal this UA day of 1991. Notary Public My appointment expires: 5 - 18001049/062991/1553 LOT A Statutory Warranty Deed recorded under Snohomish County Auditor's No. 8908160460, Vol. 2255, P. 1815 Legal Description: East 153.25 ft. of South Half of Tract 105, Meadowdale Beach, According to the Plat Thereof Recorded in Volume 5 of Plats, page 38, Records of Snohomish County, Washington. Subject to: -- Right of Way for Roads and Use of Spring, etc., as Granted by Agreement Recorded May 25, 1935, under Auditor's File #557895. -- An Easement for Sanitary Sewer Recorded September 25, 1969, under Auditor's File No. 2114714. Exhibit "A" to "Lot Line Adjustment Agreement" 10003116/062791/2048 1. 2. LOT B (Two Parallel Legal Descriptions) Statutory Warranty Deed recorded under Snohomish County Auditor's No. 1307327 at Vol. 662, p. 57: West 153.25 feet of East 306.50 feet of the South half of Tract 105, Plat of Meadowdale Beach, according to plat thereof recorded in volume 5 of plats, page 38, records of said county; SUBJECT TO: Right of Way for roads and use of spring, etc., as granted by agreement, recorded May 25, 1935, Auditor's File No. 557895, Unrecorded Easement over North 15 feet of said premises, for an undisclosed purpose, disclosed by a prior application. Quit Claim Deed recorded under Snohomish County Auditor's No. 1363709 at Vol. 694, p. 427: The west 153.25 feet of the East 306.50 feet of the South 1/2 of Tract 105 Meadowdale Beach, according to the plat thereof recorded in Volume 5 of Plats, at page 38, records of Snohomish County, Washington, and subject to an easement over and across the northerly 15 feet of the above -described tract; TOGETHER WITH an easement for ingress and egress over the south 15 feet of the North 1/2 and the North 15 feet of the South 1/2 of the following described tract, that portion of Tract 105, Meadowdale Beach according to plat thereof lying East of the Southerly extension of the East line of Tract 88, said Plat of Meadowdale Beach. Exhibit "B" to "Lot Line Adjustment Agreement" 18001107/062891/0841 I zo' 3d EASEMENT FOR INGRESS, EGRESS A.F. NO. 1375M NORTH LINE OF SOUTH HALF OF TRACT 105 (BY AREA) NB9'5951 E ISl.25 —--------J— 1 1 �1OwER PALE SET 130AT SPIRE �/ MASHER Id SEWER EASEMENT 'R.M.A. 7692"TT A.F. NO. 2114714 ( 1MUL ! PIAtES) YAM RETAwWG WALL -T 2.2 � 71 2 STORY HOUSE L4 AREA- 25,254.75 Squ a Feet NO 1G620 _SET We REBAR ./CA 104 I.fl EXISTING I/2 PINCHED IRON PIPE T. 7' E. OF SET CORNER B 0.8 N. OF LINE . GUT ANCHOR UTILITY POLE N69'45 5B RECOROING CERTIFICATE fn[o I— wf<owo [T_Rob", L.St..- n TNIw aw• w ��• a `12w.a w YINVT[f ►wer O�L,pt:I{—Y, ww0 [ OIIOfO IY voLYY[-or Su•eTf oY e- R[C011oe p Srd�N tb1INT. WMN OION. a:ouNn wup•ow o[eurT w 2d ASPHALT DRIVE A •. I � I I3d SURVEYORS CERTIFICATE Tnn Yu coww[rn• R[TWn[Nrf w tuw•[T rwot e• Y[ ow YMofR YT pwlCllpl p Cp1t011YwN[[ WrN TM[ R[pllwlY[Nt[ 0I TN[tYwY[T R[Cp1pN0 wCr. AT TN[ wtOY[fT OI Olvkf fll[ JAk Do�if Ymm- 8111 , W F_eE1u4• Ie9� awwo e VIEW EASEMENT THIS VIEW EASEMENT is made this day of , 1991 by and between CHARLES DAVIS and JULIE DAVIS, husband and wife, (hereafter referred to as "Grantees"); and C. RICHARD PETERS and MARIE F. PETERS, husband and wife, (hereafter referred to as "Grantors"). RECITALS A. Grantees have previously owned the real property described in the Statutory Warranty Deed recorded under Snohomish County Auditor's No. 8908160460 at Vol. 2255, p. 1815. Grantors have previously owned the real property described in the Statutory Warranty Deed recorded under Snohomish County Auditor's No. 1307327 at Vol. 662, p.57 and as described in a parallel Quit Claim Deed recorded under Snohomish County Auditor's No. 1363709 at Vol. 694, p. 427. The deed to Grantors' Property has been held in the names of James W. Fritzberg and Ethel Marie Fritzberg. Ethel Marie Fritzberg is the same individual as Marie F. Peters. James W. Fritzberg is deceased. His estate was probated in Snohomish County commencing May 8, 1978 under Snohomish County Superior Court Cause No. 78-4-00304-0. The undersigned Marie F. Peters was the surviving spouse of James W. Fritzberg; was the sole beneficiary of his estate and received by way of distribution from the estate all of James W. Fritzberg's interest in and to the above referenced real property. Grantors warrant and represent that they together have or Marie F. Peters individually has full legal and equitable title to the property described in the above referenced Statutory Warranty Deed and Quit Claim Deed and that they have full authority to enter into this Easement, the "Lot Line Adjustment'Agreement" to which this Easement is an exhibit and authority to bind their grantees, heirs, successors and assigns to the same. B. The parties have previously entered into a "Lot Line Adjustment Agreement" to which this Easement is an exhibit. As a result of the lot line adjustment, the legal descriptions of the properties described in Recital A above have been revised to reflect the removal of the "adjustment footage" as defined in the Lot Line Adjustment Agreement from Grantees' property and the addition of the adjustment footage to Grantors' property. Grantees' property as reduced by the adjustment is now legally described on attached Exhibit "A-1." Grantors' property as augmented by the adjustment is now legally described on Exhibit "B-1." The lots as modified by the lot line adjustment are referred to hereafter as Lots A and B. - 1 - 18001070/062991/1602 Exhibit "D" to "Lot Line Adjustment Agreement" C. The parties intend that the Easement granted herein benefit Lot A and burden Lot B as adjusted pursuant to the Lot Line Adjustment Agreement such that the preexisting footage of Lot B and the adjustment footage are both subject to the Easement and covenants provided for herein. AGREEMENT In consideration of the mutual promises and agreements herein contained and contained in the accompanying Lot Line Adjustment Agreement and the mutual benefits to be derived therefrom, the sufficiency of which is hereby acknowledged, the parties agree as follows: 1. Recitals. The recitals contained herein are true and accurate and are adopted as part of this Easement. 2. Grant of Easement. Grantors and each of them hereby convey and warrant to Grantees, their grantees, heirs, successors and assigns for the benefit of Lot A, a permanent easement for view across Lot B. 3. Restrictive Covenant to Enforce Easement. Grantors and each of them hereby covenant and agree on behalf,of themselves, their heirs and assigns, in order to implement and enforce the Easement provided for herein as follows: No structures, buildings or fences shall be constructed or maintained and no hedges, trees or other vegetation shall be grown or maintained more than fifteen (15) feet above the highest grade line of the main building site on Lot B, as such grade line exists on the date this instrument is executed, provided that a cedar tree located approximately 40 feet to the southwest of the southwest corner of the house situated on Lot B and a cedar tree located approximately 20 feet to the southeast of the southeast corner of the house situated on Lot B as of the date this instrument is executed need not be removed but shall instead be either topped or 'limbed' such that the trees will not unreasonably obstruct the view of Puget Sound from the house to be constructed on Lot A. 4. Procedure For Cutting or Trimming Vegetation. At such times as it is necessary for Grantees to cut, top or trim hedges, trees or other vegetation in order to enforce the terms of this Easement'(consistent with Sections 3 and 8 herein), Grantees shall select a tree trimming service, landscaper or similar professional; and subject to the remaining paragraphs of this 2 - 18001070/062991/1602 Exhibit "D" to "Lot Line Adjustment Agreement" Section 4, give fifteen (15) days oral or written notice to Grantors of the proposed cutting or trimming; and the cutting, trimming, and removal of any resulting debris will be performed by the professional selected by Grantees; provided that in the event Grantors agree in writing, Grantees may themselves perform the cutting, trimming and debris removal or arrange for a non- professional third party to perform these functions. In the event Grantors are not present at Lot B to receive the above -described notice, Grantees shall nevertheless be required to give notice and must wait the lesser of fifteen (15) days following the giving of actual oral notice or one hundred eighty (180) days following written notice before causing a tree trimming service, landscaper or other professional to enter Grantors' property to perform cutting and debris removal. Cutting and trimming shall take place at a mutually agreed date no later than thirty (30) days following the expiration of the notice period. Grantors hereby grant to Grantees or the above -described professionals permission to enter their property to perform the above -described cutting. Such permission shall constitute a component of this Easement. In the event this permission to enter is for any reason unenforceable, Grantors shall themselves perform the necessary cutting and shall be reimbursed by Grantees for cutting and related costs. Entry onto Grantors' property to enforce the terms of this Easement shall take place no more than once every calendar year. 5. Indemnification. Grantees agree to indemnify and hold Grantors harmless over and against any and all liability arising from personal injuries and property damage resulting from the cutting or trimming provided for herein. 6. Easement for Purposes of Lot A View. This Easement shall be enforceable only for the purpose of improving the view from the house to be constructed on Lot A including but not limited to the view of Puget Sound, provided that in no event shall this Easement be enforceable to reduce the height of structures or vegetation in a fashion inconsistent with Section 3 herein. 7. Costs. The cost of all cutting, trimming, and debris removal necessary to enforce this Easement shall be borne by the Grantees. 8. Limbing or Topping of Designated Trees. The two cedar trees described in Section 3 herein may, subject to the other terms and conditions herein be topped or limbed such that the two trees will not obstruct the view of Puget Sound from the house to 3 - 18001070/062991/1602 be constructed on Lot A but only to the extent that such topping and/or trimming will not unreasonably jeopardize the health of the trees. The parties intend that the provisions of this Section 8 pertaining to two designated trees be distinguished from the more general provisions of Section 6 permitting cutting and topping of all other vegetation for purposes of improving Lot A views which may involve views other then the Puget Sound view such as views of properties to the northwest and southwest. 9. Prior Easement/ Covenant. The Easement provided for herein shall stand independent of and in addition to the following restriction previously imposed on Lot B (prior to the adjustment): The above described property is restricted as follows: The purchaser hereby covenants, promises and agrees that neither they nor either of them nor any of their heirs, assigns, nor successors -in -interest will build or construct or grow structures, buildings, hedges or fences more than fifteen (15) ft. above the highest grade line of the main building site. The above -referenced restriction portion of Lot B as it presently revoked by this instrument. as it may apply to all or to a exists shall.not be displaced or 10. Precondition. The effectiveness of this Easement shall be conditioned upon the completion of the lot line adjustment provided for in the Lot Line Adjustment Agreement to which this document is an exhibit. 11. Recordation. The parties shall cooperate to cause this Easement and Exhibits A-1 and B-1 hereto to be recorded immediately following the execution of this instrument. 12. Interpretation/Enforcement. This Easement and the covenants contained herein are not personal, but shall be appurtenant to both Lots A and B; shall run with the land; and shall be binding upon and inure to the benefit of the parties hereto and their respective grantees, successors and assigns. Reference herein to Grantees or to Grantors shall include the grantees, successors and assigns of the parties. In the event of a breach of any of the covenants or agreements contained herein, the parties shall be entitled to all remedies available at law or in equity. In any action or proceeding brought by any party against the other (including grantees of the parties, their heirs, successors and assigns), the prevailing party shall, in addition to other allowable costs, be entitled to an award of reasonable attorneys' fees. 4 - 18001070/062991/1602 13. Notices. Any notice provided for herein shall be hand delivered or sent postage prepaid, first class mail to the parties or to their grantees, heirs or'assigns at Lot A or Lot B as the case may be. 14. Entire Agreement. This Easement constitutes the entire agreement between the parties concerning the subject matter hereof. IN WITNESS WHEREOF, Grantors and Grantees have caused this instrument to be executed the day and year first above written. STATE OF WASHINGTON ) ss. COUNTY OF SNOHOMISH ) r ? ' Notary Public in and fo the State of Washington, residing at [VU14 tU do hereby certify that on this ay of, 1991, personally appeared before me C. Rich rd P ters, to me known to be the individual described in and who executed the within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. Giv n Under My Hand and Official Seal this 1Srday of 1991. Notary Public My appointment expires: - 5 - 18001070/062991/1602 STATE OF WASHINGTON ) ss. COUNTY OF SNOHOMISH ) Jk\ , Notary Public in and f r the SXate of W shington, residing at ��,�, CVLx- N , do hereby certify that on this ay of , 1991, personally appeared before me Marie F.ZVetert, to me known to be the individual described in and who executed the within instrument and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes herein mentioned. G'ven Under My Hand and Official Seal this day of 1991. No ary Public My appointment expires: STATE OF WASHINGTON ) ss. COUNTY OF S OMIS � ) Notary Public in and fo tat ington, residing at do hereby certify that on this day 1991, personally appeared before me Charle W. vis,ehe o me known to be the individual described in and w o cuted within instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes herein mentioned. 'ven Under My Hand andZN ' al this %L- day of 199 r ntm ppointment expires: 6 - 18001070/062991/1602 STATE OF WASHINGTON ) ss. COUNTY OF SN .4"9 ) I, Notary Public in and for g on, residing at do hereby certify that on thisy2 da , 1991, personally appeared before me Julie A. a to a known to be the individual described in and who exe jthevfitthin instrument and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes herein mentioned. G ven Under My Hand and Official his ,�f— da of 1991. o ublic /S My appointment expires: 7 - 18001070/062991/1602 a ' . 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N0. 2114714 SET BOAT SPIKE w/WASHER Id SEWER EASEMENT "R.M.A. 7892' (TYPICAL 3 PLACES) WOOD RETAINING WALL ASPHALT DRIVE 22'! 1.2' S 10.7'= l i v 2 STORY HouSE 1.4' AREA: 25,254.75 Square Feet I NO. 16620 I.8' ar a' ai b ei tD � I w I o) 153.25 I 2d N / z Z EXISTING 1/2" PINCHED IRON PIPE ASPHALT ' E. OF SET CORNER a 0.8 N. OF LINESET 5/8'REBAR w/CAP-\ �7.7 DRIVE � 1 "R.M.A. 7892" GUY ANCHOR ..10.5.: I i UTILITY POLE N89°45'58'E 153.25 - •�I J0 RECORDING CERTIFICATE FILED FOR RECORD BY Robert L. Stevenson THIS OAY OF J()rXWY 10—K-A.D.. AT — MINUTES PAST O'CLOCK—M: AND RECORDED IN VOLUME OF Surveys ON PAGE RECORDS OF Snohomish COUNTY. WASHINGTON. COUNTY AUDITOR DEPUTY AUDITOR 1 1 3d SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMEMTS OF THE SURVEY RECORDING ACT. AT THE REQUEST OF Charles and Ju+ie Davis THIIISSBth DAY OF �yFe bruar� 1390 /"/.1 /�7 Ie'r f t/i1L�✓ [/ L.S. NO 789. REGISTERED LAND SURVEYOR �3 Q Q 1641h Slreel SW CONC. MON. IN CASE FOUND 4-22-87 H,\IN-S WHARF NO.2 0 \ VOL. 27 PG 25 I .N N89°31'28' W 1093.98 � IRON PIPE FOUND BY HILL 8 INGMAN SURVEY FOR GRAVES f IN 1960. BY HILL 8 INGMAN I o+ MAY 23, 1960 v a PROJ. NQ 15129 a w HORIZON WEST - » - - - - - -) 87 I to cl VOL. 37 PG 18 SURVEY BY MEYRING a ASSOC. FOR I v \ DWIGHT SCHEAR, NOV.,1973, JOB It73.27C>I I o V\ • 337.48 N89"46'17"W 1 627.06 Z •oh 3/4" IRON PIPES NI/2 20 0, IS AREA) m 3 m D\ • w_- NB9°5951'E 912.32 _ ;Go Ib j .153.25 C ccu \ a' S I/2 ,� v (BY AREA) ZO I Q 703 84' 153.25 1Vl E X\ O O yY I\r ,RE N89"4658'E 898.09 �'� C VOL 46 PG 3 SITIO SUBJECT VOL 26 PG 20 PROPERTY ( LtCONCRETE MONUMENT FOUND 4-22-87 SURVEY CONTROL DETAIL Scale: I"= 200' Scaled"=20' North O 10 20 40 Basis of Bearings: Plat of Sitio �. LEGAL DESCRIPTION -The East 153.25 feet of the South half of Tract 105, Meadowdole Beach, according to the plat thereof recorded in Volume 5 of Plats, Page 38, Records of Snohomish County, Washington. F, __ _D FEB 1 2 1890 Alt, .• r ` a T �b Lm..rr.. 8 'VILE, clO f::;r.OLE i oN .PLAT OF SURVEY FOR ,t. CHARLES AND JULIE DAVIS In the NW 1/4, NW 1/4, Section 8, T27N, R4E, W.M. Snohomish County, Washington Reid, Middleton 6 Associates, Inc. I` Engineers • Surveyors • Planners 19031 33rd Ave. W., Suite 301, Lynnwood, WA 98036 o[�wN C..011T[ 111-0 [[. [GL[ FILE NO. SMW RlS 2 9-90 650/42 I"=20' 22 89 052 [NEST I Or 1 11 R 1 i ill pERNT COUNTER � f > 3 ^ tN" V W h 0 Q a Q V z O1 S.ON s 430 s i pan j n A/0✓., /989 a 22-89-OJ2 PROJECT REVIEW CHECKLIST t, PROJECT NAME:_ L26U5. ; _ _ PLAN 'CHECK #: PROJECT ADDRESS:- Aice (0 2,2- JRECEIPT DATE: EVIEW D BY: (nitielJDa e) PLAN. WATER COMMENTS FIRE BLDG. SEWER STREET ....ENG..- setbacks/Variance/Setback Adjustment .: ' • " �:j 1' Conditional Use Permit — 3: ADB Re juirementsAX: Other Zoning Requirements q : Under round Wiring Required " 5 Slope 1596 !Lot _ , 6 �:►EPA Environmental Checklist/H draulics Permit" Y��> 7 ree Cutting Plan Plat/Subdivision Requirements Le Descri tion Verification Quit Claim/Street Dedications Easements - Public/Private it U }'' Engineering Storm Drain Review FeeAn 40 .. ;�� 12 Eqgjneering 2.2 Inspection Fee �Qj }x•: :. Drainage Plan On -Site :. •..rX.�:...:.. „u,' :.....< ' Setback _ _To of Bank. Stream. Water Courses x; 4 }• •:..w.: ::. Setback - Storm Drain Line�:<:%-{:<:>:<>w:::<>< .Yt.�<<<A>':.'f>.S=A,: Open Ditch - Existing;{€f,'k Culvert Required 'Culvert Size Shoulder Drainage/Shale Open Runoff$} (Catch Basin Required c;'Y „� >}y•�<` r Drivewa Slope & Vehicle Access .. �. "`'` f' x s. µ•,: `}' ` w' v, �" :4- Sidewalk_Re uired 24 ' Curb & Gutter Required AV Curb Cut For Driveway Required. /Jo >26 ; �, , Y' ... ',{ Street Paving_Required • .Right -Of -Way Construction Permit Re uired :'•f>;<: — 28 Street Name Sign Required Other Signing Required yip : :< f<}•„`<.:w<;, '• 30 31 Bond Required For Public Improvements ,yam FEMA Map Check/WaterTable >;.>:<:::::: ::::> •. , �:�}'.»<.. ; :::: `x:}:; ::.:<. - Side Sewer Availabilit Calculate Sewer Connection Fee if No LID # O h^Yty w}F : < < <34 Create Street File �` - _ Existing Water Main Size ':::f 3.5 <; Water Meter Size :Serui . fi. I. Service Line Size p /1 .......... 38 Water Meter Charge Re uiredago 39" Hydrant Required Hydrant Size Existing/y -" - 41- Fire Line Charge Required - Sprinkler 42 Street Cut Miscellaneous 44_1 Reviewed By: FIRE PLANNING. T FILE ENGINEERING PUBLIC WORKS CITY COPY May 18, 1990 BU1`LD1NG Mr..and Mrs. Charles Davis c/o Betts, Patterson & Mines, 800 Financial Center Seattle, Washington 98161 Re: Meadowdale Property Dear Mr. and Mrs. Davis: You own a residential lot in the Meadowdale area within the City of Edmonds and are making plans to build your home there. Following my expressing favorable preliminary conclusions based on surface inspection, you authorized me to explore subsurface conditions by digging test pits with a backhoe. My conclusions and recommendations developed from test exploration are presented herein. The lot is located at the intersection of 72nd Avenue West and 166th Place Southwest. Page four of the report was prepared from your yet undated site plan prepared by Locus Architects. It shows the property configuration, its location relative to two abutting streets, the proposed building and garage location, and the -locations at which test holes were dug. Elevation differential is less than immediately off the lot in any dire represents the highest terrain and a excavated along the north property lin private road there. It appears that the along 72nd Avenue West, although those lot has been partially cleared in the to be cut for construction. There are 20 feet and there is no steep terrain !ction. The interior part of the lot ppears to be natural. A cut has been in association with construction of the re may have been slight grade alterations are not believed to be significant. The past and only a few additional trees are no discernible water courses on the -site. You are considering shifting the building location five or so feet to the north of the location shown; you asked me to comment on the significance of such as it would relate to the adjacent cut slope. The north end of the house will be underlain by a basement which will be five to seven feet below finished exterior grade. No final grades have yet been determined but within the building footprint, grade will be lowered in preparation for construction. The south part of the house will be underlain by a slab poured on grade. Minimal excavation will be required for the driveway and garage. Construction of the garage may be deferred. You do not propose to alter existing grades outside the building footprint area in any way that would require retaining walls or other engineered structures. JAMES EATON, PE % GEOTECHNICAL SERVICES (206) 682-6942 Box 126 9 Hobart, WA 98025 Page four shows the approximate locations at which backhoe test pits were dug. Locations were selected to represent a range of elevations and which roughly bracket the improvements. Exterior locations were chosen so as not to create soft spots. The holes were backfilled the same day they were dug. Log summaries of conditions at each test location are presented on page five. Topsoil and a yard or so thick of near -surface soil is the product of weathering and floral processes on parent material. Except for these secondary superficial materials, only one basic soil type is believed to be relevant to your project. Water Supply Paper 1135, which contains the geologic map of the area, shows your property to be underlain by the Esperance sand member. In common terminology it is a formation of dense, pre - glacial sand. The sand is believed to be underlain by a "formation" of hard clay, though I have made no effort to estimate the sand thickness in your neighborhood. Within the depths I explored, the sand was moist but unsaturated and you can reasonably expect that groundwater conditions will not fluctuate appreciably with time. My conclusion is that natural conditions are excellent for development as you propose. At and below the effective reach of weathering and plant roots, the • soil has good load -bearing ability and good internal drainage. Such soil is not ordinarily prone to settlement or liquification. At sometime before you excavate for construction, you must decide how much, if any, of the removed soil is to be redistributed on the lot. Any clean sand such as you will have from your basement could be compacted for use beneath your driveway or other incidental improvements though I advise against depending on fills for support of major improvements. From a geotechnical point of view, the silty and organic shallow soils are the least.desirable; in wasting excess material offsite, these should be the first to go. The roadcut along the north edge of the lot is now vegetated and is inclined at about the angle of repose for sandy soil. I see no reason to provide retention there or to make any kind of modifications to that area. Neither should--that- area be disturbed or graded. There is no reason not to shift the house location to the north if you wish. However, you should not fill over or clear the slope and keep excavating equipment south of your north wall line. By design, the bearing surface of the foundation will be near the elevation of the adjacent private road. Should you revise your plan in such a way as to have shallow footings at the north end, I recommend that you assure that no downslope angle from the foundation to daylight exceed 3:1 (H to V); it does not appear that this slope proximity will be a limiting condition. Your house can best be supported on conventional spread footings.. For design purposes you may assume allowable soil bearing pressure of 4 ksf or you may size footings to the local building code which sets minimum footing dimensions and which assumes a lower bearing pressure. To avoid differential settlement, I recommend that you expose similar -appearing soil in all parts of the foundation system. At some locations this may require excavating deeper than the code - required 18 inches below finished grade. I recommend installing footing drains in accordance with usual construction practice, although it is possible that they will not be needed. Their use is not limited to collection of soil water of natural origin. Ideally the collector Mr. and Mrs. Davis May 18, 1990 Page 3 should have a positive gradient and be laid about one foot below the interior adjacent slab level. The system should be fabric filtered to prevent long-term blockage with sand. I recommend that a pea gravel shroud be filled to at least one foot above slab grade or within one foot of exterior grade, whichever applies. The remaining height of backfill could consist of clean onsite sand. Since the basement walls will be of modest height, these will not likely require structural engineering. However, if such an engineering service is utilized you should have the engineer coordinate with me about design parametersand assumptions. Also, in accordance with usual good construction practice, the finished grade within approximately two to three yards of the house should slope away from the house. Your type of soil is not normally associated with soil moisture problems but I • recommend that as a minimum you include a plastic membrane between any interior slabs and the soil. The soil is also prone to dry fairly rapidly in excavations and under normal construction traffic becomes loose in the upper six inches or so. To insure that bearing surfaces are dense, you should moisten and surface compact any powdery dry sand. A vibrating plate compactor could be used for that purpose. I recommend that you have me im act your foundation and basement excavation when completed to verify that conditions are uniform and as anticipated. You may wish to have me inspect other aspects of construction which relate to soils or drainage. je rs truly, s Eaton, E. 02-7751 3 copies submitted N. WAS ��o G 'flF 11917 ►�F Goa I tr C 'k,� PROPOSED DAVIS RESIDENCE PRIVATE ROAD 166th PLACE SW DENOTES I TEST PIT 1 a � s 1 , 1 1 t flASEMENT / 1 , 1 � 0 . 3 W Z W ! 1 Q 1 � C A i , 1 1 2 1 1 SCALE IN FEET NORTH 0 25 50 100 Mr. and Mrs. Davis May 18, 1990 Page 5 TEST PIT LOGS #1 of - Medium to dark brown slightly organic loam topsoil 0.6'- Brown fine sandy loam 3.5'- Variable brown to gray 'firm sand with minor _coarser fraction including gravel 11'- Completed and backfilled May 14, 1990 No groundwater encountered #2 0'- Dark brown slightly organic loam topsoil Brown fine sandy loam with trace of gravel 4.0'- Brown to gray firm sand with minor coarser fraction including gravel 7.21- Completed and backfilled March 14, 1990 No groundwater encountered #3 0' Medium to dark brown slightly organic loam topsoil 1.4'- Brown fine sandy loam 2.5'- Brown to gray firm sand with minor coarser fraction including gravel 90- Completed and backfilled May 14, 1990 No groundwater encountered F E ,I City of Edmonds RIGHT-OF-WAY CONSTRUCTION PERMIT peat Number. 3 - 9 Issue Date: '� �p' 7 lid A. Address or Vicinity of Construction: - F 18 9p B. Type of Work (be specific): -19 C. Contractor: Contact: Mailing Address: / /- 176o ,(yxu , Phone: State" License 1l: If A) 1/T � /� JP4 Lijafbility;=Insurance: Bond:'$ D. Building Permit # (if applicable): Side S6Wer•P4-t # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, VJNG, CABLE, WATER) ❑ . Multi -Family Single Family ❑ - Other F' INSPECTOR: INSPECTOR: F. Pavement or Concrete Cut : ❑ Yes §QNo G. Size of Cut: x H. Charge $_ APPLICANT TO READ AND"SIGN INDEMNITY: Applicant understands and by his signature to this application, agree -Bold the City of Edmonds harmless, e u damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may 6 ad against the City of, F.drrtortajA��!'tpartments or '. employees, including or not limited to the defense of any legal proceedings including nse costs, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD'1OF;ONE ;YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION,-FEE,�S WILL BE HELD UNTIL ThE F4VAL-�TREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT "OR CREDIT WII,f, BF. PR C SSF.D FOR ISSUANCE TO THE APPLICANT. 1 Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I haw read the above'statemen is and understand the permit requirements and the pink copy of the permit will be available on site at all tim ess for inspection purposes. / Signature: �1� 1- 21'." ct60e-" Date: �, -=!�"'3 (Contractor or Agent) u. ; CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY 3a APPROVED BY: • RIGHT OF WAY DEPOSIT" TIME AUTHORIZED:, VOID AFTER 3 z? DAYS fl61SRIJPTION FEE/FUND Ili SPECIAL CO//NDITIONS: RESTORATION FEE: Ai 7� �G ! �G !CAS PERMIT FEE:. 1t 141e %S /S TOTAL COMMENTS: ""' RECEIPT. FEE: DATE: ISSUED: BY: NO WORK SHALL BEGIN PRIOR TO PERMIIfISSUANCE Engrg. 1)iv. 1991 r FIELD, INSPECTION NOTES (Fund 111 - Route copy to Street Dept& Comments Diagram CONTRACTOR CALLED FOR INSPECTION ❑ .YES ❑ NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: T "13 ��X)r V. 14' it 4, l i F k ir jilts It X 'J 4 Till �A �w gloom" -.IN" lopow M,m,, Mom, "me Own, 400" -we liumm loomm, gok" 4110" am= Mm Momma M.M MM, a.. 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