96 PL W-Field report.pdfDAILY FIELD REPORT
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11-012
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l.1) 13 Kenluj(,e: NE
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(n ResidenCeS- Lots 7 &� a
228xx - 96th
Place West, Ec.imondlls
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Mur-Ony Bill
on
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At the request of Bob Murph With, MG
Fphy.,Building Co�, I come,an site today to observe installation of temporary
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e .. r I. osion I control, evaluate stability of ut banks of building footprint excavation, and verify footing bearir.g soil for
the construction of the homes on the two subject lots, At Ole time of my site silt fences have. alread-Y been
erected on the downhill sides of thesubject lots with falls of hay wad placed at strategic locations to keep____
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sediment from being trains opted downhlil by storm runoff. The bottom of the silt fence Wks are anchored in
trenches filled with washed gravel. Building footprint excavation and coastfuctiori of footing foundations anld--.--.,-,
basement walls of the two homes also have been completed, Vertical cut batiks up to about 7 to 8 feet were
observed along perimeters of building footprint excavation, The bottom of the building footprint excavation is cut
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into a light -gray fresh fill sod of gravelly, silty, fine sand deposit with occasional cobble, Groundwater has not
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been encountered by the excavation, . .......................... . . ..................... --'- . .......
A steel T-har Manually Pushed into the footing bearing fresh till soil along the edges of already poured footing
foundations can penetrate no more mmmthan an inch Gr two deep, indicating the footing bearing soil is vary dense,
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it
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TEly ithat the footing bearing soil l5 capable of rendering an allowable bearing capacity of at least
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3.,000 psf, The vertical cut banks in till soil are all quite stable. H is my opiniian that the cut banks will remain
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stable for the duration of construction of the homes. and that it will be safe for contstruction workers to access
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and work in the footprint excavation area,
ConfinUed
1) Bob Murphy/Murphy Building Co, 2) an Next
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LIU & ASSOCIATES, INC.
11-012
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Photte: (41,) 483-9134 Fax-. (425) 486-2746Vebee-5-07ifFe
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Gln I Eli a Residences - Lot,$ 7 & a 226xx - 96th Place "wt„Edmonds
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Raceryed Unchecked Ely
Mur,f,)hv Building Co.
At jhe �f,�qj�est (if Bob Wirphy,wi 11. Mu y Building CO,, I corne on site today to observe installation of fooling
drams.._...__
the I'll homes being constructed on the, subject lots, At the tirne of my site visit, I lie footing drain lines of
4 -inch rigid perforated PVC pipes have mostly been laid alonq the pedmetm.er foundations of the buildings, except
around the garage where too rains are otnitted,
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The geotechnical report for this PF'Oject fecornmeoded that tooting drain tines be wrapped in non -woven filter
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fabric, socks and cornpiletely enclosed in cleari 314 to 1-112 inch washed gravel or crushed, rock, The fooling
drains I I 11 are embed de , d - in M to 1-1 /2 inch washed gravel WfIhl a f1011-:wOven filter' fabric finer rove-,d,lnlq the tO�p of
the washed gravel fill, it is MY Sj[�WO!j!9(AY!9 ajqs constructed ini this, nianner are acceptable, too. The filliler . .....
fabric should keep soil from njjgr,,rjtljig Irito the drain lines and there iw.s little chance that the finer gravel would g)Wg
up the holes in the PVC
It is rny opinion the footing drains are properly installed.,
Gopy W r El Continued
I) Rnh OirphyMirphy Building CO- 21 on Next
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U & ASSOCUTESI INU. 1111-012 J Liu 1 of 1 4
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30 9AM 11/29/201'1 Tues.
192 1 -1 Keni ak-e Place �.NE
Kenmore, Washin�qon 98028 0,7'5 Sunny
Phonc (425) 481-9114 Fav (42-5) 436-2746 R ors
Chem
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, le- mall -Lets 7 & 8 �228w- 96th Place West, Edmonds mur h!y _Buildi o.
n ara) C ant ractor Gellrank
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Eadhwo* Gontrntof EarthwvK U01faclor SUPt,
At the ret 4!�f Bob Murphy with Murphy Building Co., I come oil site today, to observe the construrtion of the
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min gar Iden for the residences (in the SUbjeCt lots. A precast concrete block wall about 2 to 3 feet tall has been
constructed at north and of rain garden pond wilh a plastic oipe stickinq out of this wall to carry stormwater of
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the residence into the rain garden, The bottom of the pond is fined w4l�i a layer of modified soil (soil mixed with
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Lqarij(�,$) abaut 18 inches thick, Water discharm.gpd into the pond or rain water calched by the pond has
consolidated this layer of modified soil some what- The rairt garden is yet to be planted.
it is my opinion that comitruction of the rain garderT to date is acoording to the design plans and is acceptabie.
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24!."0'
Continued
2) on Next
1) Bob MurphY/MUrphy BUIldirif) r4.
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1 INCH = 20 FT.
Storm "As -Buil ts"
Elise Short Plat
96th Pl. W.
FEB. 20, 2012
Co
TOP -M3.8
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