HomeMy WebLinkAboutPRJ03-0234 B03-0256 LEGALtl
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U
Project #:
Frilcils
MMIWVAIL
75 S. Frontage Rd.
Vail, Colorado 81657
PLICATION
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Email address: C h4 pp lg
COMPLETE VALUATIONS FOR BUILDING bor & Materials
BUILDING:$OTHER:$ ?,rc
PLUMBING: $MECHANICAL: $TOTAL:$ 5O.uo
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Job Name: KE*AratC wA.r-L FEfr../,vErAg,{t JobAddress: 445 9Na^IEEFEY PF'
VAtt- t NI€Rt,,loo r'tlA rr.l
Subdivision: {rr- r.frEtraool
I descriotion of work:
Vce,.*l o4 ra*o',r.i *ral[. Poor,rc, )e--V, 1.,t.,o),
WorkClass: New() Addition( ) Remodel ( ) Repair(rrJ Demo( ) Other( )
Work Type: lnterior ( ) Exterior (v{ Both ( )Does an EHU exist at this location: Yes ( ) No (
Type of Bldg.: Single-family ( ) Two-family (vJ Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( )
No. of Existing Dwelling Units in this building{p) r..^ra No. of Accommodation Units in this building: O
No/Tvpe of Fireolaces Existino: Gas GasLoqs( )Wood/Pellet( )WoodBurninq( ) d/A
: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burninq (NOT ALLOWED
a Fire Alarm Exist: Yes ( ) No ( )
For Parcel # Contact Assessors Office at 97A328-8640 or visit www.
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\Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07t26t2002
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Questions? Callthe Building Team at 479-2325
Department of Community Development
ProjectName: Kc.to.^.,n, U) il F.ptoat-ent
ProjectAddress: 2A46 €Na^ltsEFrr PE. VArt- tilTEEF4orrAltArrJ
/ This Checklist must be ampleM beforc a Building Petmit appliation is
raceoted,
/
^r$"t*.rapplication
is comptete
o ,fit DRB approval obtained (if required) Provide a copy of approval form
drCondominium Association letter of approval attached if project is a Multi-Family complex
d Cnmplete site plan submitted
{ pubticWay Permit application included if applicable (refer to Public Work checklist)
a Staging plan included (refer to Public Works checklist) No dumoster,oarkinq or material storaqe
allowed on roadways and shoulders without written aooroval
lpgfsOestos test and results submitted if demolition is occurringf..ffffi: 1tam
p and sig nature (Al I Commercial and M ulti family)
d Full lioor plans including building sections and elevations(5 sets of plans for MulU-Family and
Commercial Buildings)
l$6*'noo* and door schedule A/A
{f rn structural plans, including design criteria ( i.e. loads)
Date of submittal:
rl
gOBgNrt,od
+
t' S;ructural Engineer stamp and signature on structural plans (All Commercial and Multi Family)
d Soils Repoft must be submitted prior to footing inspection
t/A t,r. resistive assemblies specified and penetrations indicated
$r/A Smoke detectors shown on plans
Ni6 rypes and quantity of fireplaces shown
Applicant's Signature:
\WaiMata\cdev\FORMS\PERMITS\BLDGPERM.DOC
Received By:
04nl2003
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Depaftment review, and a review
by the Building Department the estimated time for a total review will take as long as three (3)
weeKs,
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) week to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Print name
Project Name:
Date:
F:everyone/forms/bldperm3
Signature
-
t'l
i
Johnson, Kunkel & Associates, I nc.
CIVIL ENGINEERING . STRUCTUML ENGINEERING . SURVEYING . MAPPING
August 28,2003
Town ofVail
Deparhnent of Community Development
75 South Frontage Road
Vail, CO 81657
Atteirtion: Allison Ochs, AICP
Re: 2845 SnowberryDrivelLatT.. Block 9, Vail Intermountain
Dear Allison:
In response to your review letter dated July 18 for the above project, please see our
following commelrts.
1. We have revised the design of the gading on tle east and west sides of the
driveway structure to comply with the required 2:l max. grade requirement. In
order to accomplish this we added some terraced boulder walls. I presented this
revised plan to Leonard and he gave a verbal approval.
2. \\e Owner's und€rstand that the existing stair platform is in jeopardy of damage
from snowplows or trash truck taffic and will replace the platforrn at their
expense if damage ocsurs. We prefer to not make a modification to the existing
platform as a part ofthis projecq as this is an existing, previously approved
condition.
3. The Owner desires to replace the railing with a new railing of tho snme desiF s
existing. This railing system includes 6x6 posts spaced at 6'o.c. and 1" diameter
steel pipe rails spaced at 5" o.c. The extent of the railing system will match the
railing as shown on the drawings.
4. A revised site plan shown at l" : l0' scale has been included per your request.
Please see the attached revised drawings that incorporate the above comments.
If you have any questions, please contact me at 328-6368 ext246.
rhlkvou t
//8",/^7*
W. Sean Kerrigan, P.E.
30th Annivercary
P.O. Box 409 ' 1 286 Chambers Ave. . Suite 200 . Eagle, Colondo 8163 1 . Phone (970) 328-6368 . Fax (970) 328- 1035
P.O. Box 77f f96 . | 120 So. Lincoln Ave. . Suite 202 . Steamboat Spring, CO 80477 . Phone: (970) 879-4676 . Fax (970) 8794570
P.O.Box272696.2629RedwingRoad. Ft"Collins,CO 80527. Phone:(970)206-1918. Fax(970) 206-0160
,'
Koechlein Consulting Engineers, Inc.
Gonsulting Geotechnical Engineers
12364 W. Alameda Plcwy . Suite 115 . Lakewood, CO 80228'2845
www.KCEDenver.com
LAKEWOOD
(303) 989-1223
(303) 989-0204 FAX
AVON/SILVERTHORNE
(970) 949-6009
(970) 949-9223 FAX
June 4, 2003
Sean Kerrigan
Johnson, Kunkel and Associates, [nc.
P.O. Box 409
Eagle, CO 81631
Subject: Soil Design Criteria
Proposed Crib or Concrete Retaining Walls
Existing Residence
2845 Snowberry Drive
Vail, Colorado
Job No. 03-070
As requested, an engineer from our office visited the subject site on June 2,2Q03 to observe the
area of the existing failed retaining walls, to observe exposed slopes and soils in eroded and
failed wall locations, and to discuss the existing conditions and potential remedial actions with
the owner. The purpose of this letter is to present our observations of the site, our remedial
recommendations, and to provide soil design criteria for potential crib or concrete walls, which
may be used in rernedial repair and driveway support.
We observed a failed older wood retaining wall with a recently added upper level. The older
material had severely deteriorated contributing in the collapse of the entire wall systan. The
wall is located under a structurally supported driveway slab. The purpose of the wood retaining
wall was to hold soils in-place, which support an uphill concrete wall and footing. The uphill
wall supports half of the load of the driveway slab. The wood retaining wall has shifted downhill
toward the adjacent residence below the garage enhance. The wall is resting partially on a pile
of firewood causing the firewood to press against the exterior residence wall. It appears that
some inward movement of the residence wall has occurred.
The slab-on-grade driveway approaching the structural slab has experienced erosion of the
supporting soils at the edges near the upper conqrete wall. The slope below this area is either
poorly supported by cobbles and boulders or consists of an exposed steep soil slope.
The surface conditions exposed in the eroded slopes below the structural slab consist of silty to
clayey sand and gravel with cobbles. No test pit or other excavations were open to allow
observation of subsurface conditions below the existing crib wall. No water was observed
seeping from the exposed slopes at the time of our visit.
Sean Kerrigan
June 4, 2003
Job No. 03470
Page 2 of 4
.t ..
TOECHLEIN CONSULNNG ENGINEERS, INC
Consulting Geolechnical Engineers
We recommend that the existing wood wall materials and part of the backfill be immediately
removed. If left in-place continued damage to the exterior residence wall may occur. Based on
characteristics ofthe observed soils, and due to potential erosion ofthe soils below the supported
driveway slab, we do not recommend that these soils be sloped at a I to I (Horizontal to
Vertical) or 1.5 to I (H to V) slope. We recommend that, as soon as possible, a new retaining
wall be constructed to prevent any loss of support of the footing for the upper concrete wall. The
new wall could consist of a wood crib or concrete retaining wall. The new wall should be
founded on soils at least 3.0 feet horizontally uphill from the residence wall and at least 1.5 feet
below the top of the concrete foundation of that same residence wall. The new wall should be
designed such that the backfill slope above the wall is no steeper than 2 to I (Horizontal to
Vertical). The backfill should cover the downhill face of the upper concrete wall (supporting the
driveway slab) up to 12 to 15 inches from the top of the existing upper wall. Using these
parameters along with the existing site dimensions, the width and height of the new wall can then
be determined. All walls over 4 feet in height are to be designed by an engineer.
If a timber crib wall is selected, it should be designed and constructed with an interior fill
consisting of clean gravel and/or cobbles. The uphill face of the wall should be faced with a
filter fabric to allow water drainage out of the retained soils. A drain should be constructed at
the bottom of the gravel inside the crib to allow positive flow of water out from below the wall
and away from the residence. A trench 12 or more inches in depth excavated to collect and
positively drain toward the east property line should be satisfactory for this drain system.
An additional wall system or othertype ofretention to hold soils in-place adjacent to the slab-on-
grade driveway should also be provided. Timber walls could be utilized for this repair. The sole
purpose of this upper wall location will be to prevent erosion from beneath the existing slab-on-
grade. The existing void under the slab will need to be filled. A flow fill or compacted gravel
should satisfactorily fill the void and properly support the slab. The backfill behind this upper
wall and top of this wall should match the top elevation of the adjacent driveway to further
reduce future potential for erosion of supporting soils resulting in damage to the slab. The base
of this wall should be at least 1.5 feet into the existing soils.
Based on our site observation and our experience with subsurface conditions in this area, the
following soil characteristics are provided for use in the design of crib or concrete retaining
walls.
l. A friction angle (S') of33 degrees.
2. A cohesion (c) ofO psf
3. A saturated density (1$ ofl35 pcf.4. Maximum allowable bearing pressure of 3,000 psf.
Equivalent fluid pressures could also be used for design of the retaining walls. Lateral earth
pressures depend on the type of backfill and the height and type of wall. Crib and concrete
retaining walls, which are free to rotate sufficiently to mobilize the strength of the backfill,
should be designed to resist the "active" earth pressure condition. Walls that are restrained
Sean Kerrigan
June 4, 2003
Job No. 03-070
Page 3 of4
/
KOECHLEIN CONSALTING ENGINEERS, INC.
C o ns ulting G e ote chnical E ngin e ers
should be designed to resist the "at rest" earth pressure condition. The following table presents
the lateral wall pressures that may be assumed for design.
All filI placed during construction of the proposed retaining walls should be properly moisture
conditioned and compacted. Fill may consist ofthe on-site clayey sand and gravel or approved
imported granular fill. We recommend excluding the use of clays as much as possible for wall
backfill. No cobbles or boulders larger than 6 inches should be placed in fill areas. Fill areas
should be stripped ofall vegetation and topsoil, loose soils, and existing fill, then scarified and
compacted. Fill should be placed in thin loose lifts, moisture conditioned to within 2 percent of
the optimum moisture content, and compacted to the recommended compaction shown in the
following table. Recommended compaction varies for the given use of the fill.
We should observe the foundation soils after excavation for the wall foundations prior to
construction of the walls. We will confirm that the soils are similar to those anticipated in this
letter.
We also recommend that a representative from our office observe and test the placement and
compaction of structural fill. Fill placed below or adjacent to the retaining walls is considered
structural. It has been our experience that without engineering quality control, inappropriate
construction techniques can occur, which result in poor performance of the retaining walls and
their foundation soils. The bottom of the foundation excavation should be compacted prior to
construction of the wall foundation.
Later al Earth P ressures
Laleral Earth Pressure Slope of Backfill
Horizontal 3:l (II to V)'2:1 (I{ to V) '
"Active" Pressure - IQ 35pcf 42 pcf 55 pcf
"At-Rest" Pressure - I("50 pcf 60 pcf 79 pcf
"Passive" Pressure - Ko 300 pcf
Notes:l. (H to V) - Horizontal to Vertical.
2" Equivalent fluid pressures do not include hydrostatic pressures or live loads.
3. A coefficient of friction of 0.4 may be used at the base of retaining wall footings to resist
lateral wall loads.
Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry Density
(ASTM D-r557)
Below Retaining Walls 98 95
Behind Retaining Walls 95 90
Backfi ll (Non-Structural)90 90
Sean Kenigan
June 4, 2003
Job No. 03-070
Page 4 of4
KOECHLEIN CONSULTING ENGINEERS, INC,
Consulting G e ot ec hni c al Enginee rs
We anticipate that water may be infiltrating the backfill behind the proposed wall excavation
during wet times of the year. We recommend that drains be constructed behind concrete walls to
reduce the possibility of developing hydrostatic pressures behind the walls. If drains are not
provided for the proposed retaining walls, the walls should be designed to resist hydrostatic
pressure. All surface drainage water should be directed away from the top of the walls. The
existing upper concrete wall appears to be performing satisfactorily. However, the addition of a
drain behind this wall may improve its performance and longevity. Drains could be drilled
through the wall or a drain could be installed horizontally from the east end of the wall into the
backfill soils. A drain installed horizontally behind the concrete wall is preferable because this
system will not introduce water into the backfill of the new lower retaining wall.
We appreciate the opportunity to provide this service. If we can be of further assistance, please
contact our office.
KOECHLEIN CONSULTING ENGINEERS. INC.
frj//;*- /i
William N. Houlette, P.E.
Senior Engineer
ScottB. Myers, P.E.
Senior Engineer
(3 copies sent)
,{'t
August 29,2003
Snowberry Chalet Condominiums
2845 Snowberry Drive
Vail, CO 81657
970.479.74U
To Whomlt May Concerrq
As Manager ofthe Snowberry Chalet Condominiumg I acknowledge and accept all that
is proposed in these atrached documents from Johnson and Kunkle and Colorado
Mountain Home Properties.
Snoutberry Chalet Condominiums lvlanager
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TOWNOF VAIL DEPARTMENTOF COMMUNITY DEVELOPMENT
75 S. FRONTAGEROAD
VAIL. CO 81657
970.479-2738
NOTE: THIS PERMT MUST BE POSTED ON TOBSITE AT ALL TIMES
ADD/ALT MF BUILD PERMT Permit #: 803-0256
|ob Address.: 2&15 SNOWBERRY DR VAIL Status.....: ISSUED
Location......: 2845 SNOWBERRY DR Applied...: 09/04/2003
Parcel No....: 21.0374307060 Issued...: 09/25/2003
ProjectNo,..: Pff\03-oZ3 \ Expires...: 03/23/2004
owNER YIM, BRUCE F. & REBECCA AjI_,E09/O4/2OO3 phone:
PO BOX 4453
VAIIJ CO
81658
Lricense:
coNrRAcToR coLoRADO MTN HOME PROPERTIESOg/ 04/2003 phone: (970) 926-1ss5
PO Box 2759
Edwards, Co
8L632
License:266-A
APPLICA!{T COIORADO MTN HOME PROPERTIES0g/04/2003 Phone: O7Or926-tss6
PO Box 2759
Edwards, Co
4L632
L,icense t 266-A
Desciption:
REPLACEMENT OFF EXISTING FAILED TIMBER RETAINING WALL WITH
AN OPTIONOF REPLACING PARKING DECKSTRUCTURE ASNEEDED TO
ACCOMPLISH WALL REPLACEMENT
Occupancy: R3,U1
TypeConstruction: VN TypeVNon-Rated
TypeOccupancy: ??
Valuation: $50,000.00
Fireplace Idorrutioru Restricted: Y
AddSqFt 0
#ofGasAppliancec0#ofGaslogs:0#of
So . oo Total Calculated Fees-> $1, 065 . 19
SO. OO Additional Fees_> S12s.00
$0 . oo Total Permit Fee-> $1 i 190 . 19
SO.O0 Payments-> $1,190.19
TOTAL FEES-> S1,06s.1e BALANCE DUE->
Wood Pelleh 0'- FEE gUMMARY
Building-> 9643 . ?5 Restuatant Plan Review->
Plan Ctpck-> S418 .44 DRB Fee"->
Investigation->
will call->
S0. 00 Recreation Fe+->
$3 . 00 Clean-uP DePosit->
$0. oo
Approvals:I€dm: 05100 BITIIJDING DEPARI'I{BIT
o9/25/2OO3 CDAVTS Action: AP SI'BiIECT TO FrEr-,D
I}TSPECTION
Item: 05400 PLANNING DEPARTMENI
09/04/2oo3 ao
Item: 05600 FIRE DEPART!4ENI
Item: 05500 PI'BLIC WORIG
09/04/2003 Lg
public way req'd.
Action: AP
Action: AP revocable and
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this apptcation,
accurate plot plan, and state that all the inforrration
plot plan, to comply with all Town ordinances and
and subdivision codes, design review approved,
thereto.
REQTJESIS FOR INSPECTION SHALL BE MADE
PM.
information required, completed an
to comply with the infonnation and
according to the towns zoning
of the Town applicable
2149 OR AT OUR OFFICE FROM 8:00 AM - 4
ANDOWNEI
PAGE 2
**********1|1t****************iH*X********************#**tt******tt*:hht******rt***************Ltrit**L**
CONDITIONSOF APPROVAL
Pemdt#: 803-0256 asof 09-25-2003 Status: ISSUED
***ffi
PermitType: ADD/ALTMFBUILDPERMT Applied: 09/M/2003
Applicant COLORADOMTNHOMEPROPERTIE LLC Issued: 09/25/2003(970)92G7556 To Expire: $/n/2004
fob Address: 2845 SNOWBERRY DR VAIL
Location: 28115 SNOWBERRY DR
ParcelNo: 210314301060
Description:
REPLACEMENTOFF DOSTINGFAILED TIMBER RETAINING WALL WITH
AN OPTIONOF REPLACING PARKING DECKSTRUCTURE AS NEEDEDTO
ACCOMPLISH WALL REPLACEMENT
Conditions:
Cond:12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond:14
(BLDG.): ALL PENETRATIONS IN WALIS,CEILING$AND FLOORS TO
BE SEALED WTIH AN APPROVED FIRE MATERIAL.
Cond:15
(BLDG.): SMOKE DETECTORS ARE REQI.NRED IN ALL BEDROOIVIS AND
EVERY STORY AS PER SEC.310.9.1 OF THE7997 UBC.
Cond:1
(FIRE): FIRE DEPARTMENT APPROVAL IS REQLIIRED BEFORE ANY
WORK CAN BE STARTED.
**'t'i{t*++*t*{'**++****f+**+ftt++*t****+*+t*+++ff++f+***tf+*********t't'}f**+*f+*+****l+**r*'}****
TOWN OF VAIL, COLORADO Statement
** a **++**ft * t't ** a * t ++t*+ +t * *+** | * ** ** t ft**t * + t + t'it* * +*ft*** **r * * +'t {' + **+****+ *** * l***** * * * ** *
statement Nunber: Ro3o004?5? Anor.rnt: $1,190.79 09/25/200302:51 PM
Payment Method: Check Tnit: L,C
Notsation: #2581/CoIo Mcn
Home propertiea
Permit No: 803-0255 TtDe: ADD/AIrT MF BUILD PERIIIT
Parce1 No: 210 314 3 010 6 0
Site AddreEs: 2845 SNO BERRY DR VAIIJ
Lrocation: 2845 SNO9IBERRY DR
Totaf Feea: $1, 190.19
This PalmenL: $1,190.19 Total ALL Pmts: 91,190.19
BaLance: $O-O0
t* *t {' * ***'t* ***** t* * * * at * * t {r * *t* *:t'}'* * * **** * * *** * ** * {' *{r* * *+ + + | ** rt
'} * * *'f '} * * *+ *t + ***{' * *{' '}** **'t** *
ACCOIJNT ITEM LIST:
Account Code Description Cunrent Pmts
BP OOiOOOO3illlOO BUILDING PERHIT FEES
cL 00100003123000 CONTMCT0R LTCENSES
PF OO1OOOO31123OO PLAN CHECK FEES
t.lc 00100003112800 r,rILL CALL INSPTCTI0N FEE
643.75
i25 .00
4r8.44
3. 00
c&frecrt
HEFWORTH. PAWLAK GEOTECHNICAL
October 20,2003
Colorado Mountain Home Properties
Atm: Doug Kopel
P.O. Box 2759
Edwards, Colorado 81632
Subjcct; Observation ofExcavation,
Interrnouffain Subdivision'
I lr{rw,t't lr'lt'rrvl'rk (ic.rlccltnic{1, lu'i'
5(!jtl C,runry I(,r:rd i 54
Gl,rtw,,(rl Sprirylr, Cqltrraltr li I tii) |
l'h.trr.,, 970.9{ 5'79ftii
F '.' 07,)-94i.d.|5+
crrr,rrl: | .p1;.*r(tlliprr*e1,js h. gr)nt
r.'.?-o25al-lJ "
Job No- LO3 372-L
Froposed Retaining Wall" Lot 7, Vail
2845 Snowberry flrive, Vail, Colorado.
Dear Mr. Kopel:
As requesred, 3 represenntive of Hepworth-Pawlak Geotechlrical, Inc. obserued the
excavation af the subjcct site on October 7,2@3 to evaltute the soils exposed fOr
foundation suppolt. The findings of Our observations and rer:omnerdations fOr the
foundation Oeiign are preserued in this report. The services were performed iu
accOrdance with our "gto-"nt fbr geOtecbnical enginecring sewiccs to Colorado
Mountain Home Propirties, darerl October 7,20A3. Koechle,in Consulting Engineers'
Inc. previously observed the conditions at the site and presented their findings in a
report dated lune 4, 2003, Job No. 03-0?0.
The proposed retaining wall is to be constructed between rhe exisring residence and
Snowberry Drive. The reraioing watt will be a 6-inch rhick cast-in-place concrete wall.
The wall will be 4 feet in heigbiand 28 feet long. The wall will rctain a 2 horizorual to
I venical slope up to an existing retaining wall. The existing retaining wall supports
the driveway deci to ttre existing garage. Spread footings siiBd for an allowable soil
bearing preisure of3,000 pstweri used in the design based rx the previous report by
Koechlein.
At the time of our visit to the site, the tbundation excavation had been cut in one level
from 3 to 14 feet below the adjacent ground surface. The sorrls exposed in the bottom
of rhe excavation consisted of ctayey to sitty sand and gravel wittr cobbles- The results
of a gradation anatyeis perfotmcd on a sample of sand ard gravel (minus 3 inch
fraction) obAined irorn-the site are presented on Figure I' Atterberg limits testing
indicatcd ttre matrix to have low plasticity. No free water lYirs cncouilered iD the
excavation and the soils were moist.
Considering the conditions exposul in thc excavation and the narure of the proposed
coflstructioo, sprcad footings itaced on the undisrurbed mnral granular soil desigoed
for an allowabG soil bearing pressure of 3,000 psf can Sg ugr::d for support of the
proposed retaining wall. The footings should have a minimum width of 16 inches tbr
"oniinuous
walls. Loose and disrurbed soils in tboting areas should be removed and the
P,uker 301-841-7119 . Cr.rlorado Sgrrings i19-613-5562 o Silverthc'me 97C'468-1989
ea 39vd SSIId3dddNoHNIl^110C ,EALSZ|BL' Arial €aa1/67,lal
Colorado Mouruain Horue Propcrties
October 20,2ffi3
Page2
bearing level extended down to the undisturbe{ nansal soils' Wall footings should be
pto"iO.a wfuh adequate soil cover above their bearing elevations for frost protection or
should be insulatcd against frost, Continuous fbundation walls should be reinforced top
and bottom to span local enomalies such as by assuming an unsuPported_length of at
least 10 feet. FounOation walls acting as retaining structureii should be designed to
resist lateral earth pressurcs as recommended by Koechlein. A perirncter foundation
drain should be prwided to prev€Dt temporary buildup of hldrostatic pressure behfud
tbe wall. Bacfnt phced around the structure should bc conrpacted ald the surface
gruled to prevent ponding.
The recornrnendations submiCcrl in this letter are based on orur observaaion of the soils
exposed within the foundation cxcavatioD and do not includc subsurfacc exploration to
evaluatc the subsurface conditioos within the loaded depth ol'fouodation influence.
'fhis study is based on the assumption that soils beneath the lbotings have equal or
better suiport rhan those exposed. The risk of fbundation movernenl rnAy be grcatcr
rhan indicired in this report because of possible variations in the subsurface conditions.
Io order to reveal the nature ard extent of variations in the subsurface conditions below
the excavati<.rn, drilling would be required. It is possible the data obained by
sub$ufase exploration coulcl change the recommerulations cc,ntained in this lener'
If there are a1;y questions or if we may be of hrrther assistance, please let us lnow.
Sinccrely.
HEPWORTH . PAWLAK CEOTECIIMCAL, INC.
Iordy Z. Adamson,
Rev. by: DEH
IZNksw
attachment Figurc 1 - Gradation Test Results
rc: Iohnson, Kunkcl & Associates - Attn: Sean Kerrigru
trP*ff,qi$
i/t?'g
EB 39Vd
rob #103 372-1
S3I IdSdoUdl^lOHNIl4'lA C ,EAL8ZE8L6
se5itecrr
8t 3Ar eaaz/62/al
:. t{R. t }n
o .6 rA. t9 x|r.a rn. I I{.5/1' | \/t J'rt'ito
ot!z
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UI6
(L
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o.
.df9 ,gY ,Oa -rao '!oO '600 t'l! L8 n.2 t;* a
DIAMETER OF PARTICLES IN MILUMETERS
cur ID gtt
GRA\EL 26 %
LIOUID LIMIT 3] %
SAND % SILT AND CLAY 54
PLASTICITY INDEX 1' %
SAMPE OF: Cloyey Sond with Grovel FROM: Bottom of Excovotion
103 372-1 HEPWORTH-PAWLAK
GEOTECHNICAL, INC.GRADANON TEST RESULTS Figure 1
ng 39vd Sf I ldSdnHd^lnFhl I hl-'ltt.