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717 PINE ST.PDF11111111111111 12785 717 PINE ST RECV iVeD loci 14 2%14 ENGINEERING DIVISION AS -BUILT }"v`� # 58 Feet FE f�OP. UNE ## gTORAGE T `sidew 9 Falk SolidDrainPipe ' ' Carved Tree Trunk Toilet Utility �noShallow Trench Underground �� 5 (Pipe q Perf Pipe Qn v+rF ' ° in Deep Uy�AWBERRY 7 Perforated Drain Pipe ' to Water Plants ' Downspouts 25' z Trench Soggy Lawn 0 Carport Office Cl Q d Trench Storage � 10 7 M '10 Back Fill I !'-r , 1O 10 SITE PLAN Retaining Wall Gravel 19 10 10 Trench 21 Driveway • • Garden 10 ` I� ` ' • 2, 7 Lawn idewal ® 2 7 7 ®® ZagurSki Ize,,idence 717 Pine Street (425) 775-5050 Existing Drainage Layout All Fed Dashed Line-, Are Where The Gity Believe-, 1-, The Path of The Existing `?form Drains. Note-,rt of the -,ubmittal in 1-172 — — ---- - Pine Street-- — - — — -- — (j) All Fed Dashed Lines Are Where The City Delieves IS The Path of The Existing Storm Dram NotPsrt of the Submittal in 1972 - --—Pine `nreet — -- -- -- — — -- -- — -- —� Garport 1- 13 GKUSHED KOGK OP BARK L,f t I Foundation, Toilet l Utility Of flGe Sidewalk w Garage Direction . / 1 / 1 ; / 1 / �Jtream of Water During Heavy Kair fall Lawn ,,GALE. 0 10' ' — Existing Garden `shed o' 1 n / O� u �Im Driveway VEG. GAKDEN \� ,Lawn dewal4� Zagur,,ki PeSidence 717 Pine Strec t (125) 775-5050 ' All P.ed Dashed Lines Are Where The Gity Believes IS The Path of The Existing `7torm Drain,,. Notp,,rt of the submittal in 1a72 �— ���—I----------`��-- —--Pine `)treet----— —-- GRU'5HED ROCK OR DARK Existing z -1 ` tream of Water During Heavy P,ai 1f611 J I 71� Garden `shed 12 'I Foundatio Toilet Utility /; 9 ❑ I'; �� Lawn Office I� Garport ' Garage `storage Presumed Path 7 f� ` 71IIILL �� ow Direction `?GALE C 0 10• C� 210 Driveway VEG. GARDEN p Lawn I idewal , ZagurSki Pesidence 717 Pine (425) 775-5050 ' All Red Dashed Line,, Are Where The Gity 6eheve,, I,, The Path of The Existing `>torm Drains. Notp,,rt of the submittal in N72 —L-_�' 1— — --- — -- — - -- —Pine '� treet - — --- -- - — — --- — -� GKUSHED POCK OK BARK / 1 Lift 'ouridatior Toile / / 1 / 1 / 1 . 1 1 Office 1 Carport � 1 1 4 —N— , Lawn , sidewalk `>tream of Water During Heavy Kairjfall I Utility h � 1 � I1 � TI-= !l 1 Garage � ' � � 1 i Storage Presumed Path ' Ir / , Flow }10Direction 4 , — N A 21� Driveway N Lawn SGALE 0 10' VEG.GAKDEN ,a� el ZagurSki i�e,,Jence 717 Pine `street H25) 775-5050 ;ed Dashed Lines Are Where The Gity 6elieve5 IS The Path of The Existing `-)torm Drains. Notp,�rt of the submittal in 1972 Pine Street -- — -- -- — -- — -- .� GI�U'7HED l�OGK OR E54FK LIf t l 1 Foundation Toilet t I I II 1 I I f { Office Garportl I II _ 5 -----—-——--—-—--- ------------- I Sidewalk a Utdrty b ' 1 � I, 1 i 1 f � 1 ❑ y 1 I� �1 `Jtorage Presumed Path ' - -- -- -L • Flow -- Direction , `>tream of Water During Heavy Fairrall Lawn SGALE 0 10, Existing 1 'a Garden `shed co I .fir `f 1 T 1 / Q C a m Driveway VEG. GAf�DEN Lawn Sidewalk II F, ���� I ?agurc ki Pec Jence 717 Fine Xo Street (425) 775-5050 o _o o oAll Ped Dashed Lines Are Where The City believes Is The Path of The Existing 'storm Drains. Notpsrt of the submittal in P72 Fine `)treet -- -- — — -J GRUSHED FOLK OF DAFK I/5tream of Water During Heavy Kai fall E:<i5ting f7 Garden `shed -* 1 ; Lift Founkitior Toilet Utility rL- 1; 1 1 Lawn t Office �� 1 Carport (-11 J Garage / 1 `storage � FreSumed Fath J� ' j Flow • ' Direction GALE: 0 10' i 21® Driveway VEG. GARDEN Lawn Sidewalk ZogurSki f�e�idence 717 Pine `street (425) 775-5050 ' All Ped Dashed Limes Are Where The Gity Delieve5 15 The Path of The Existing `Jtorm Drains. Notpsrt of the Submittal in 16172 —V — -- --- — — -- — -- --- — Pine 5 iree t -- -- -- — — — = -- — — —� Permit Application BLD20131223 Action Plan to Remedy a Soggy Lawn RE 2p�4 at DEB 25 N�s��� 717 Pine Street in Edmonds �NG`NEER\NG 1. Ensure all of the downspouts are unclogged. Especially at the NW corner where water overflows from the roof during heavy rains. 2. Check for clogs in the two horizontal runs between downspouts along the east and west ends of the house. 3. Confirm the presumed path from the SE and SW corners to the storm drain between the two garage doors. Also ensure they are not clogged. 4. Confirm the path from the storm drain between the two garage doors and the City storm drain at the NE corner of the intersection of 7th Ave S and Pine Street next to the sidewalk. S. If the underground pipe between the NW and SW downspouts is blocked, explore the following options: a. Install a gutter across the front of the chimney to channel water along the west side of the roof to the downspout at the SW comer. This would eliminate standing water at the NW corner where they need to slabjack. b. Replace the underground perforated pipe along the west side with a new schedule 80 solid pipe. 6. If the underground pipe between the NE and SE downspouts is blocked, explore the following options:' a.. Install a new above ground pipe between the two downspouts. This is assuming the pipe from the SE corner to the storm drain between the two garage doors is not blocked. b. Trench along the east wall and install a new solid pipe between the two downspouts. c. Abandon the pipe between the two downspouts. Let the downspout at the SE corner run to the storm drain between the two garage doors. Trench from the NE corner downspout west to the lower yard to water the plants. If need be, we could also pick up the water from the NW downspout. d. Finally, as a last resort, install a short French drain from the NE corner, north to the property line fence (a little under 9 feet) to catch the rain water running down the hill and over our back sidewalk. Note: none of the options involve diverting rain water into the stream. Submitted by Approved by Geotech Engineer\AjI-`� TN1= •`Ttttz "PRocelhu >; IDS CoNs16'r�Nr /IJdIN�S k- r-Ko.NIMENSI►Ttow1J LOWS LOWS �-g-c �EPcAT o 1Vi. i NA 'Ijmloh&r tfAt E�teui ;ti' �o�`""dyke G p Fred Zagurski e.r To Ims'W z-tod Property Owner 60 8, 2/19/2014 TtEls ER16 ��E��R.'r1 ���NEERI �r S013MtTTEA asrr aNAtlo. errY Provided by Fred Zagurski Consultants Page 1 ' Action Plan to Remedy a So L Soggy 'kWgUEJ at FEB 717 Pine Street in Edmonds 182014 STREET A BUC DIN31 DEPgRe ME 1. Ensure all of t e ownspouts are unclogged. Especially at ti31 W miner where water overflows from the roof during heavy rains. 2. Check for clogs in the two horizontal runs between downspouts along the east and west ends of the house. 3. Confirm the presumed path from the SE and SW corners to the storm drain between the two garage doors. Also ensure they are not clogged. 4. Confirm the path from the storm drain between the two garage doors and the City storm drain at the NE corner of the intersection of 7th Ave S and Pine Street next to the sidewalk. 5. If the underground pipe between the NW and SW downspouts is blocked, explore the following options: a. Install a gutter across the front of the chimney to channel water along the west side' 'of the roof to the downspout at the SW corner. This would eliminate standing water at the NW corner where they need to slabjack. b. Replace the underground perforated pipe along the west side with a new schedule 80 solid pipe. 6. If the underground pipe between the NE and SE downspouts is blocked, explore the following options: a. Install a new above ground pipe between the two downspouts. This is assuming the pipe from the SE corner to the storm drain between the two garage doors is not blocked. b. Trench along the east wall and install a new solid pipe between the two downspouts. c. Abandon the pipe between the two downspouts. Let the downspout at the SE corner run to the storm drain between the two garage doors. Trench from the NE corner downspout west to the lower yard to water the plants. If need be, we could also pick up the water from the NW downspout. d. Additionally, install a short French drain from the NE corner, north to the property line fence (a little under 9 feet) to catch the rain water running down the hill and over our back sidewalk. Note: none of the options involve diverting rain water into the stream. Provided by Fred Zagurski Consultants Page 1 Further, I disagree with, the recommendations submitted by the Geotech , engineer for the following reasons: 1. The'southern French drain along the west side of the stream.-. u a. Water running. from.a higher elevation. on our.east.side will run into the stream before it -gets to the French,.drain. b., There isnta_pipe leaving the -French drain to carry the water to a storm drain or somewhere 11 else away from the back yard. It will, just fill with water and retain it until it overflows and add to the problem.` 2. The other French drain is collecting water from the NE downspout and sending it -SSE to the very spot that is already saturated with water. If the intent was to.collect water in the French drain and: send it to the NE -corner, there's two problems: a. As laid out in his drawings, the water would have to run uphill', and b. If the pipe along the east wall is' clogged, there's now'- here`'else for the water to go. Submitted by Fred Zagurski Property Owner 2/14/2014 Provided by Fred Zagurski Consultants Page 2 Dennis >M Bruce, P.E. M,S.C.E., M.B.A. Geotechnical/Civil Engineer �A-CV P-sKl ST 3L�ao�3�?�3 ►�j E- o� ,4 O� , 3 ao �3 � FD-rE-C44 cn � ��E S lTL PiA u `(Z�r�'d�T W TAI --lo0) Observation Well 6" Perforated Pipe l -- -- i o -�- —= Sump wl MsQ E cli solid lid R) ! • ' �G Infiltration Trench � �' E �X- P ko x v;Z0 Tr Roof Drain m D.k) s l I PROFILE VIEW C 1 IONS c --... _. � - -- _.. Overflow--- - — observation Well - Splash block._ - _ ' q Sheet Cover Material f 1•• min _ _ �........_ — — ..�-- .:. _. ..........------- -- — - i V min. _ Ine mesh, oF.vas�,�l Level— — screen •_ CB Surfi� with; "! • D ` A 6" Perforated Pipe Solid Lid (CPEP single .� r wall acceptable) !' a 17406 4,� 9-0�� varies 10' min. ' �SSdOWAL��G . Observation -Well /metal cap .& lock) -.._._ . _... _ Compact Backfill PVC Pipti - {s wra• g Perforated- p 4":acceptabl_e_- _ Pipe* ( _ (perforated) - for roof downspout systems) Wrap Trench Washed•rock'Y." - V/2" ..,U Entirely With - Ti ferTa-5nc - _. -_-_ FEB 2014 ' - - SECTION A -A -• • - -- - ____ ; Not to Scale BUILDING. DEPARTMtNT ' 2' MIN. CITY OF EDMONDS KREET: FILE 1 SOILS FOUNDATIONS SITE DEVELOPMENT INSPECTION DRAINAGE DESIGN & PERMIT LEGAL P.O.- P.O.. Box 55502 Shoreline, Washington 98155 - (206) 546-9217 - 0 Dennis M. Bruce, P.E. M.S.C.E., M.B.A. October 3, 2013 Mr. Fred Zagurski 717 Pine Street Edmonds, Washington 98020 fred@advisesecurity.com Geotechnicat / GIVII Engineer OCT 31.2013 DEVEt.0 y CM EDMONDS Subject: Geotechnical. Evaluation — Stabilization Recommendations 717 Pine -Street — Settlements This engineering report presents the results of a geotechnical evaluation of the Fred Zagurski residence and property'at 717 Pine Street, Edmonds, Washington. This evaluation was required due to homeowner concerns regarding long-term settlement in portions of his home. REFERENCES: Site photographs by D. Bruce, R.E. (attached) UNDERSTOOD BACKGROUND: This engineer understands that Mr. Zagurski has lived in the house for a number of years and has always noticed a "out -of -levelness" in the northwest portion of the house. It is understood that this "out -of -levelness" has worsened over the past several years, resulting in out -of: alignment door jambs, noticeable differential settlement within the home and some window alignment issues. EVALUATION: This engineer performed an on -site geotechnical evaluation on August 10, 2013. See photographs. This engineer is very familiar with -the soils in the vicinity of the Zagurski =home, which consists of relatively clean sands. These native sands provide excellent bearing capacity and allow for proper drainage under normal circumstances. SOILS FOUNDATIONS SITE DEVELOPMENT INSPECTION DRAINAGE DESIGN & PERMIT LEGAL P.O. Box 55502 Shoreline, Washington 98155 (206) 546-9217 dbrucepe@gmail.com Mr. Fred Zagurski }fie: 717 Pine Street, Edmonds October 3, 2013 Page 2 J410wever, this engineer observed some drainage issues with regard to the downspouts, and their release. Further, it is understood that some drainage improvement work has been undergone in the past. This .engineer re_com mends that the northwest corner of the house (and segments along,the north foundation alignment) be underpinned.. Underpinning consists of driving pin -piles (to refusal depths) and "locking them in" with the existing foundation. Typically, pin -pile sizes vary from 2", 3" and 4" diameter. The larger diameters require a heavier driving :harnmer to install. This engineer to provide specific underpinning layout with the design sketch sheet. Underpinning and stabilization of the foundation "as is" is relatively an easy task. However, the consequence of living -Wrath the settlement as undesirable. Thus, it is important to reclaim "some" or "most" of the settlement. In order to reclaim the settlement, jacking of the foundation is one possible. solution. Jacking of any concrete foundation has risks which could result in cracking and misalignment. Another solution is to simply lock in the foundation with pin piles, and then perform jacking on the wood framing. In the Zagurski case, the lower level consists of a concrete slab on grade, which has settled. Hence, this engineer recommends 'partiai" jacking of the settieri concrete foundation (which appears to be in excellent shape), and complete the leveling process with an interior skim coat. After underpinning, after foundation partial leveling, and after interior slab skim .coating, then the doer jambs,, doors themselves and windows may be adjusted. DRAINAGE: As stated above, the primary cause of the experienced settlement is poor drainage controls. Mr. Fred Zagurski Re: 717 Pine Street, Edmonds October 3, 2013 Page 3 Simply put, water from gutter down. spouts had been allowed to congregate and create excessive seepage pressures in the vicinity of the northwest foundation corner. During the underpinning process, this engineer will perform additional testing and inspections to verify that all gutter down spouts release properly away from the foundation. Additionally, it is understood that portions of the.rear yard become mushy" during heavy rains. This engineer recommends that a few "dry wells" or infiltration trenches be installed in the rear yard, with tightline connections to the existing stream bypass flow. SUMMARY: • The settlement experienced at the Zagurski residence is not due to any geologic deficiencies or soil failures. • The settlement is due to long-term poor drainage practices. • Underpinning -of the northwest corner (and portions of the north foundation alignment) is required to stabilize and "lock in" the foundations. • Partial jacking of the foundation is recommended to improve the out -of -levelness.- • An interior skim coat is recommended to complete the interior -sla6ieveling. Additional verification of proper drainage practices along with the construction of rear yard infiltration dry wells is required. faeotecbnisal inspections by this engineer required to verify proper underpinning, leveling, and drainage mitigations. If there are any questions, do not hesitate.to call. z� Dennis M. Bruce, P.E. Geotechnical 1 Civil Engineer DMB.vib E, Zagurs.ki 717 Pine St. viewing northerly N.W. corner. Settlement has occurred. To underpin. Underpinning required to stabilize settlement. Viewing easterly. along N. side of house. Some settelment Settlement obvious with door mis-alignment. Rear yard. Drainage "dry -wells" and intercept drains req'd OA e`er 1<0 to _3—t 3 Dennis BIM' ce9 P.E. . ' M.S.C.E, AMA Geotechnicafl/Civil Engineer pop �EQ T(LE LoCftATI us�L e l3AJ�E��INa CDAJA� �Gt tO� ``.rACS�11Jfo .e �PAoubi To •��� $ ETTIr�•. j��vAl� . E9�AE1Y M. r �3 iT4fl5 ��4' t7-�J f '�Fciscev.E° i iptw lL �oR T'o P . 7'T IF4 N CAk ErE WILE* E�Isr F r 4061) ��LE �a1GA� AP Soils — :>� o1�r3 ztians — Site 1'es elcigsiz1i: —Inspection — i��_ a� Phone: (206)546.9217 — Address: P.O. Box 55502, Shoreline, WA 98155 TbegiEdmonds 6 6w NBR Robert... Edwards ................................... .. ....... .. .. ....... .. .... ADDRESS 717 ... F.i.n.e ... St-ree-t ----------------------------- 1�' APPLICATION for BIDE_SEWER PERMIT PLANT EASEMENT NEW CONSTRUCTION 0 REPAIRS O; ............... Glen Granger -- -- - -- ---- .... .. ................... CONTRACTOR --- - --------------------------- o - f ... Lots - - .... 36 .— ---------------- PERMIT N( FRI-? ..................... - LEGAL DESCRIPTION: LOT No. S_55,40 .. ..................................... BLOCK No - .-•-- 9-•--••---...---.......,.......... NAMEOF ADDITION ..... 41.10.99 .. .................................................................................................... D 7, 7- Approved: ........ -------------- 00 APPLICATION for The City df Edmonds SIDE SEWER PERMIT EASEMENT No . ...................................... NEW CONSTRUCTION E5-- REPAIRS E] OWNER .....�+'A& ........... ... ..................................................... CONTRACTOR .... �9kll;w 'se.-&✓. .......................... PERMIT No . ...................... ...... . ... ADDRESS ....... 7?!Z.... .......... S �7 ......................................... LEGAL DESCRIPTION: LOT . No... W .......3 ... 6 ................... ]BLOCK No. ..................... NAME OF ADDITION ......... ...... pz.?T ............................................. AN A t / I sz, '7=yam/'6 AW ;M,L* Approved: DATE................................................ By ...................................................................... r CITY OF EDMONDS - SIDE SEWER PERMIT WATER -SEWER DEPARTMENT PERMIT )M® 6209 /Call 176-1107 for side sewer inspections BEFORE covering any portion of the construction.\ `Inspection will be provided within 24 hours after request. NO Sat., Sun., or holiday inspections./ ADDRESS LOCATION OF CONSTRUCTION ....... �'..... �.i12---5 ; Y'"'.�'f:- .............. ....................................................... G"' of Lots 3G though 40 of Block 9 s 1<olloca Plat PROPERTYLEGAL DESCRIPTION.................................................... ........................................................................................... : .................................................._...........---.................. ---•-----••--------....----................................--.....--------......----.............--•--....---...............-•-•-----------....................-•----... 'LCN GpA'NG'_`� ........................................•--.....................OWNER AND/OR BUILDER....----•-...........---........----•...........----............----......._------....--------..................................... CONTRACTOR'S NAME & ADDRESS ......PCl' Min Backlice Service - 24006 - �2nd. Avenu t!. " E'mon.S • ------------------------•----...._•-•---......---........................ ................................................... A-vust 11 72 Permission is granted ............................ .....n------ ................. 1 19......... for repair and/or connection of a side sewer to the city sanitary sewer system in accordance with City of Edmonds ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it has been inspected. NOTE No. 2—All work performed in city right-of-way requires an Invasion of Right -of -Way Permit obtainable from the City Engineer's office. NOTE No. 3—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. .NOTE No. 4—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2 / . No bends in grade sharper than 1/s will be permitted. NOTE No. 5—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 6—It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appurtenances except to in- sert the pipe into the wye. ' DISAPPROVED ❑ Date-. .................•../. By-�- •-•-•. •e---............�.. By.....y..........Date---..-..........----•---......-.....By.-........------ APPROVED Date..... .�wsQ...�� -. ?r-:.. Remarks: ----•---------------------------•-----i�_11. I�I .................I T.--OF- y----...s`2��-----•--•••-----•------.. ---------------•------•-----.......----...--•-•-----------•--•-------_...------------------... •-------------------------•--------------....--•••------------•---•-----------------------.....---......---••--------•--....--•---.....----••--•• •--••••-- _ — BOTH Permit Copies MUST Be Signed By Owner of Firm Performing Construction PRIOR To Request For Inspection — (.... hereby certify that the side sewer installation constructed under this permit I ..................'.-.......... Y Y (Owner of Contracting Firm Performing Construction) was installed in accordance with all governing ordinances of the City of Edmonds i 6Dated this------ il.............day of........------....... L------------------•---•---------- 19.7Z� J J Check BEFORE you dig for: Water ❑, Gas ❑, Telephone ❑, Power ❑, Sewer ❑, Other ❑ J AIL:A I f-iCK Zagurc;kl Foc)Jcricc ilk Fins `street EJMor1JC--)) \X/A q(5020-4030 206—q63-170-4 ?-775-5050 T ree5 `�HPU�`� Ground GoverS = GG D� v 1 tv V ° �� ��0 a OKI I. VINE MAFLE 7. [�HODODENDI�ON Clink, Furpe, NO White) I(, GOTONEA'�)TEF DAMMED II (2' O,G,) '�)VUOFP I=FFN'�) 2. AEI=DIAN '�)FFLJGE (2) 8, FIEF15 17, VNGA MINOF (15" O,G,) 3, MT HEMLOGK (4) 1q, DAV DII 16, T,y EVONYMU�) EOETUNII ff O,G,) IFI'�)H MO'�)'�) 8 THYME 4, ELOVUEI;�ING GRAB (3) 10, AZALEA - GUMFO FINK (Unle55 Galled Out) 1q, HO'�)TA 5. LILAG (3) 11, ELOWIfFING ALMOND (1) 20, DEFGENIA 6. \,1UNIF'FF GHINEN'�A'�) "I�0131-�TX 12, HYDFANGEA 21, DAIS HAFDOF dUNIFEF (15" O.G.) 13, DLUE 15EFFY (2) 22, GHOI'�)YA 14, HEATHEN - `?pringwood link 8- Doebeba 23, KED-15AFIDEFFY 15, MUGHO FINE KELOGATE YUGGA EXI`�)T, GI_._EMAT16-� 53' 21 cubic yards of bark Lot = 10,700 5q ft GALE: 0 5 10 15 20 APPROVED AS NOTED BY Er ERING OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Date: ,.. �C�;�vti Q�r►� 01,(,,\et1 7-/i1t/1Ll pr-t-po- 'e(X 6-1 Applicant shall repair/replace af! damage to I utilities or frontage improvements in City -? r0v,UeuJv��J , flr�fhta cue "AN Pr0Jkv .Q-A,v5 pro po$Qc right-of-way Per City standards that is causer; t y '��2r ONS pl�.� c�r� wok r!`e U,ZtQa b �-�. � or occur:, during the permitted project. L1�y C 2� �iQi9. GJG.`U.G.�ibvts WV\tG�A etoVk6 CkrC %AC5a Zone Co Corner /Fla&__% Setbacks a uired Actual Front .�.. „ Sides � \y Rear Other 25 30 ,APPROVED BY PLANNING R E 8 U FEB -7 2014 .e�r®rrr+rnrrwre CITY or �r���°oarn� r cm i � �.n clfr 2-5' STREET FILE