HomeMy WebLinkAboutVA198700083 Application 1987-12-18 6 A L ,--,,.,
(sS 1 FILE NUMBER
APPLICATION FOR: - , -y
(check one) O' i Illil'.Ap..., I al) q
❑ VARIANCE U 1 Cj DATE SUBM TT _
❑ SPECIAL USE PERMIT C 5 O C) (....ikici
�,t $
❑ REZONING "`7 Alifi
FEE PAID (see �everse)
❑ ZONING TEXT AMENDMENT �IRGI�ZP
❑ MOBILE HOME DATE OF PRELIM CONF.
❑ HOME OCCUPATION
❑ ACCESSORY TOURIST LODGING STAFF AT PREL CONF.
OWNER (as currently listed in Real Estate)
Name Colonnade Associates Ltd . Partnership Phone ( 804 295- 4169
Address 2114 Angus Road, Suite 212 , Charlottesville , VA 22901
APPLICANT (if different from owner)
Name Phone ( ) -
Address
CONTACT PERSON (if different from above)
Name Thomas R. Wyant, Jr . Phone (304 )293 - 3224
Wyant Associates
Address P . 0 . Box 5701, Charlottesville , VA 22905
LOCATION:
TAX MAP/PARCEL NUMBERS (use reverse if needed)
1. Tax Map_ -60 _ - Pare - 40Q1 _ _ 3. - - -
Z. - - - 4. - - -
EXISTING ZONING H.C . PROFFERED? Yes _ No x_ Acreage if different
DESIRED ZONING PROFFERED? Yes _ No — Acreage if different
EXISTING USE Vacant
PROPOSED USE Ottice Building
ORDINANCE SECTION(S): at, 7 -a,5-.6),A1
DESCRIPTION OF REQUEST: To allow a maximum building height of 42 feet,
a variance of 7 ' -0
JUSTIFICATION FOR REQUEST: Rocky soil conditions creating a hardship
in complying with approval granted under action VA-87-38.
granted 8-14-87 , and with the conditions attached to such
approval.
• The foregoing information is complete and correct to the best of my
knowledge. I have read and understand the provisions of the Albemarle County
Zoning Ordinance applicable to this application.
• Signedj Date Dec . 18 198 .
(Owner, Contract Purchaser, . gent
1
VA-87-83 . Colonnade Associates (owner) , property known as tax map
60, parcel 40C1, located on the southwest corner of Route 250 and
Colonnade Drive, zoned HC. The applicant seeks a variance from
Sections 21. 7 and 30. 5. 6. 2 . 1 of the Albemarle County Zoning
Ordinance to reduce the setback from a public street from
forty-four (44) feet to thirty-five (35) feet, to reduce the
setback from an adjacent Residential District from sixty-four (64)
feet to fifty (50) feet, and to reduce the setback in the Scenic
Areas-Highway Overlay District from one hundred sixty-four (164)
feet to one hundred fifty-five (155) feet to allow construction of
an office building.
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SCALE tH fLET SAMUEL MILLER, JACK JOU.E.I I AND '
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CHARLOTTESVILLE DISTRICTS -... .,,,... •-•'''. ,...SECTION--60
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WYANT ASSOCIATES L[ UTTIET (IF TEQKSEDuarm
P.O. Box 5701
CHARLOTTESVILLE, VIRGINIA 22905
DATE JOB NO.
1/7/88 8708
Phone 293-3224 ATTENTION
Mr . Charles W. Biirgess , Jr .
RE:
TO County of Albemarle Office Building - Lot 1
Zoning Department University Heights
401 McIntire Road
Charlottesville, VA 22901
WE ARE SENDING YOU q Attached El Under separate cover via the following items:
—
❑ Shop drawings ❑ Prints 0 Plans 0 Samples ❑ Specifications
O Copy of letter ❑ Change order C Report
COPIES DATE NO. DESCRIPTION
1 12/29/87 Soil and Foundation Tnvastigartion
THESE ARE TRANSMITTED as checked below:
❑ For approval El Approved as submitted ❑ Resubmit copies for approval
For your use ❑ Approved as noted ❑ Submit copies for distribution
— ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
1?f� i�'t�-� ` yl ifs y � lt4T';'11')
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list
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JAN 7 1988
AL.B'EMARL - COUNTY
7nNING OEPAR It FNT
COPY TO
SIGNED: //rick).-
If enclosures are not as noted, kindly notify us at once.
0 111
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V
° Soil and Foundation Investigation
w Heischman Building —
a Colonnade Drive
Charlottesville, Virginia
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WYANT ASSOCIATES
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GEOLOGIST SUBSURFACE EXPLORATIONS. FOUNDATIONS. EARTH DAMS. SOIL ANALYSIS, 1111 ROSE HILL DRIVE,SUITE 5
E.O.GOOCH BLAST DAMAGE, GEOLOGICAL & LAND USE STUDIES & REPORTS CHARLOTTESVILLE,VA. 22901
CHARLOTTESVILLE (804) 293-7780
'IGINEERS
G.LAREW,P.E. E. O. GOOCH AND ASSOCIATES
LHARLOTTESVILLE
Consulting Geologists and Engineers
December 29 , 1987
Mr. Thomas R. Wyant, AIA
Wyant and Associates, Architects
P.O. Box 5701
Charlottesville, Virginia 22905
RE: Soil and Foundation Investiaation
Heischman Building -
Colonnade Drive
Charlottesville, Virginia
Dear Mr. Wyant:
As requested, our firm recently completed a series of
ten (10) soil test borings at the referenced site. A
Boring Plan showing the approximate location of each boring
along with a log for each boring is enclosed. We also ran
a laboratory compaction test, ASTM D-698 , on a soil sample
we obtained from the site. The results of this test are
shown in the enclosed table.
We understand that a four story building is planned
for this site. Finished basement floor elevation is
566 . 0 feet. This will require cuts of up to 18 feet and
fill of about 6 feet to bring the site to grade. There
are rock outcrops on the site and we found rock in borings
1 & 9 . Thus some rock excavation will be necessary. Fill
should be placed in layers not to exceed 8 inches loose
lift and compacted to at least 95% maximum dry density
according to ASTM D-698 .
Soils at the site, as revealed by our borings, are
summarized as follows :
1) At the surface we found about 1 foot of topsoil .
This topsoil should be removed from beneath all
building and paved areas .
2) Beneath the topsoil in borings 2 , 3 , 4 , 5 , 7 , 8 and
10 we found 11 to 8 feet of fill and topsoil. This
fill soil and topsoil is soft, should be removed
and replaced with properly compacted fill . Normal
Mr. Thomas R. Wyant, AIA
December 29 . 1987
Page Two
excavation will remove most of the soft fill
except in the vicinity of Boring 5 , for example .
3) Beneath one of the above layers we found residual
micaceous silt, silty sand and sand which has
weathered from the underlying sandstone bedrock.
Its bearing qualities were good.
We found water 61 to 18 feet below the surface 24
hours after completion in all our borings except Boring 4 ,
which was dry. This means that some type of groundwater
control will be necessary both during and after construction.
Drains beneath the basement floor slab and adjacent to
perimeter footings will be required.
It is our opinion, insofar as the soil and foundation
conditions are concerned, that the proposed building can be
built on this site. Conventional concrete spread footings
are recommended for both column and wall footings. Where
rock is encountered above footing elevation, the rock should
be undercut 1 foot and backfilled with properly compacted
VDHT 21-A or crusher run crushed stone. For footings
placed in the residual soils or on the crushed stone, an
allowable bearing value of 6000 psf. can be employed. For
footings placed in properly compacted fill, an allowable
bearing value of 2500 psf. can be used.
These soils are subject to frost action. Bottom of
footing elevation should be at least 30 inches below the
adjacent ground surface to get below the maximum depth of
frost penetration.
If the above recommendations are adhered to, settlements
should be small, tolerable and occur during or soon after
construction.
We trust this is the information you need. If there
are any questions, please let us know.
`'``'� >•a� Very truly yours ,
AN,
E O GOOCH & ASSOC ATES
(L... ` TS
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. Fira LAREW Jo n Y. Gooch, E.I .T.
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1990 H.G. Larew, P.E.
�'�°t`SS; :3�
E. 0. GOOCH & ASSOCIATES
Geologists and Engineers
Charlottesville Culpeper
EXPLANATION OF TEST HOLE LOGGING SYMBOLS AND TERMS
Hole Identification
DH - Drill Hole, logging based on examination of samples
DP - Drill Probe, logging based on observation of penetration and cuttings only
TP - Test Pit
HA - Hand Auger Hole
EP - Exposed Profile, bank or cut Example: /Type Ntrnber
DH 104
Sample Identification
SS - Split Spoon Sample, unless otherwise noted sample obtained in accordance
with ASTM D-1586, 2" O.D. sampler, 140 lb. hammer, 30" drop, blows
counted for three consecutive increments of 0.5 ft.
DS - Disturbed Sample, bag or jar
US - Undisturbed Sample, Shelby Tube or hand cut
RC - Rock Core
Example: Hole
DS-106-3____-----Sequence
Unified Soil Classification System
GW - Clean gravel, wide range of sizes SC - Sand with clay fines
GP - Clean gravel, narrow range of sizes SM - Sand with silt fines
SW - Clean sand, wide range of sizes CL - Clay, low Liquid Limit
SP - Clean sand, narrow range of sizes CH - Clay, high Liquid Limit
GC - Gravel with clay fines ML - Silt, low Liquid Limit
GM - Gravel with silt fines MH - Silt, high Liquid Limit
Parentheses with symbol indicates classification
by visual-manual methods.
Size Classification:
Boulder - over 12"
Cobbles - 3" to 12"
Gravels - #4 sieve to 3"
Sands - #200 sieve to #)4 sieve
Clays and Silts - Finer than #200 Sieve
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Heischman Bldg . - Colonnade DrHole 1 Sheet 1 of 1 Date 12-1-87
Location See Boring Plan Surf. Elev. Depth 20 .0 Logged by SPG
Ground Water Data: Water 18 .0 feet below surface at completion
Sampling Data
Elev. Depth Material Description
0 .0 Sample From To $lows, Rec.
Topsoil
1 .0 — -
Red micaceous silty
- sand (SM) Residual -
2 .5
SS 1-1 3 .5 sampler refusa_
•
Brown to gray micaceous
- silty sand (SM) - SS 1-2 8 .5 sampler refusa
Weathered fine-grained
- micaceous sandstone -
- Note: drilled hard below 2 .5 feet
SS 1-3 13 .5 14 .0 60
-- 14 .0 14 .5 40
SS 1-4 18 .5 19 .0 100
20 .0 Hole terminated at ---
20 .0 feet.
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Ileisctunan Bldg. - ColonnadellrHole 2 Sheet 1 of ?Date 12-1-87
Location See Boring Plan Surf. Elev. Depth 'Id -R Logged by SPr;
Ground Water Data: Water 14 .5 feet below surface 24 hours after completion
Sampling Data
Elev. Depth Material Description
0 .0 Sample From To ,Blows Rec.
Topsoil
1 .0 - -
Red micaceous silt SS 2-1 2 .5 4 .0 2
- with wood fragments '" 4 .0 4 .5 3
and topsoil _ 4 .5 5 .0 2
Fill
7 .0
SS 2-2 8 .5 9 .0 6
9 .0 9 .5 12
9.5 10 .0 15
Brown micaceous silty
fine sand (SM) Residual
Weathered fine-grained
_ micaceous sandstone
SS 2-3 13 .5 14 .0 20
- -. 14 .0 14 . 5 30
14 .5 15 .0 55
SS 2-4 18 .5 19 .0 25
19 .0 19 .5 35
19.5 20 .0 60
20 .0 — continued on sheet 2 --
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project nHman fl1 c1 . — C21 onnade DrHole 2 Sheet Hof 2 Date 12-1-87
Location ScaQ R:Jrin0 >>> an Surf. Elev. Depth 34 •8 Logged by SPG
Ground Water Data: water 14 .9 feet below surface 24 hours after completion
Sampling Data
Elev. Depth Material Description
70 .0 Sample From To ,Blows Rec. ,
SS 2-5 23. 5 24 .0 34
24 .0 24 .5 43
24 .5 25 .0 48
Brown micaceous silty
fine sand (SM) ..
Residual
weathered fine-grained -
micaceous sandstone SS 2-6 28 .5 29 .0 30
29.0 29.5 55
29.5 29 .8 45
SS 2-7 33 .5 34 .0 21
34 .0 34 .5 41
34 .8 Hole terminated at 34 .5 34 .8 59
"' 34 .8 feet
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Heischman Bldg. - Colonnade Df-}ole 3 Sheet 1 of 2 Date 12-1-87,
Location See Boring Plan Surf. Elev. Depth 35 .0 Logged by S PG
Ground Water Data: Water 18 .0 feet below surface at completion
Sampling Data
Elev. Depth Material Description
0 .0 Sample From To .Blows Rec'.
Topsoil
1 .0 — -
- Red-brown micaceous -
silt (ML) Fill
SS 3-1 3 .5 4 .0 3
4 .0 4 .5 5
4 .5 4 .5 5 .0 10
SS 3-2 8 .5 9 .0 7
9.0 9 . 5 15
9 .5 10 .0 10
Brown-gray micaceous
silty fine sand (SM) -
Residual - Weathered
fine-grained micaceous
sandstone
SS 3-3 13 .5 14 .0 15
- 14 .0 14 .5 15
14 .5 15 .0 11
SS 3-4 18 .5 19 .0 23
- - 19 .0 19 .5 39
19 .5 20 .0 58
20 .0 — continued on sheet 2 --
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Ileischman Bldg. - Colonnade 1 Iole 3 Sheet 2 of 2 Date 12-1-87
Location See Boring Plan Surf. Elev. Depth 35 'SLogged by SPC
Ground Water Data: Water 18 .0 feet below surface at completion
Sampling Data
Elev. Depth Material Description
20 •0 Sample From To tows Rec.
SS 3-5 23 .5 24 .0 18
24.0 24 .5 27
24 .5 25 .0 38
Brown-gray micaceous
silty fine sand (SM)
Residual - Weathered
fine-grained micaceous
sandstone -�
SS 3-6 28 .5 29.0 30
29 .0 29.5 31
29.5 30 .0 33
SS 3-7 33 .5 34 .0 10
34.0 34 .5 12
34 .5 35 .0 57
35 .0 Hole terminated at —
35 .0 feet
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project 1fPi schman Bldc. - Colonnade Drfiole 4 Sheet 1 of 1 Date 12-1-87
Location SPP Rnri ng Plan Surf. Elev. Depth 18 •5 Logged by SPG
Ground Water Data: Dry at completion
Sampling Data
Elev. Depth Material Description
0 .0 Sample From To _Blows Rec.
Topsoil
1 .0 ^�
Brown micaceous silty
sand with cobbles —
(SW Fill
3 .0 -
SS 4-1 3 .5 4 .0 r1
Red micaceous sandy - 4 .0 4 .5 10
clay (CL) Residual 4 .5 5 .0 15
6 .0 - -- --
- Red-brown micaceous
sandy silt (>IL)
SS 4-2 8 .5 9 .0 18
9 .0 9 .5 37
9 '5 9 .5 9 .7 63
- Gray micaceous silty -
fine sand (S`•i) SS 4-3 13 .5 14 .0 55
- Weathered fine-grained - 14 .0 14 .2 45
micaceous sandstone
18 .5 Hole terminated at SS 4-4 18 .5 samp: er refusal
- 18 .5 feet -
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project lieischman Bldg . - Colonnade 1 4iole 5 Sheet 1 of 1 Date 12-1-87
Location See Borinc, Plan Surf. Elev. Depth 20 .OLogged b S
Y
Ground Water Data: Water 5 .5 feet below surface 24 lours after completion
Sampling Data
Elev. Depth Material Description
0 .0
Sample From , To ,$lows Rec.
Topsoil
1 .0 - --- -----
Red-brown micaceo s SS 5-1 2 .0 2 .5 3
- silt with gravel
(ML) Fill
2 .5 3 .0 5
3 .0 ^ - - 3 .0 3 .5 `l
SS 5-2 3 .5 4 .0 10
4 .0 4 .5 14
4 .5 5 .0 25
_ Brown-yellow micaceous r SS 5-3 8 .5 9 .0 18
silty fine sand (Srl) 9 .0 9 .5 31
Residual 9 .5 10 .0 37
SS 5-4 13 .5 14 .0 31
_ 14 .0 14 .5 33
14 .5 14 . 8 67
SS 5-5 18 .5 19 .0 7
.. 19 .0 19 .5 18
_ 19.5 20 .0 42
20 .0 i:ole terminated at
20 .0 feet
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project lieischman Bldg . - Colonnade Dj iole 6 Sheet.Lof Date 1 2-1 -R7
Location See Boring Plan Surf. Elev. Depth Logged by snn
Ground Water Data: t1ater 5 .5 feet below surface 24 hours after corripl Pt i Lln
Sampling Data
Elev. Depth Material Description
0 .0 Sample From To ,$lows Rec_
Topsoil
1 .0
SS 6-1 3 .5 4 .0 53
.- - 4.0 4 .3 47
- Gray micaceous silty
fine sand (SI`I) Residual
- ,leathered fine-grained
micaceous sandstone
~ SS 6-2 8 .5 9 .0 7
.. 9.0 9 .5 16
9.5 10 .0 37
SS 6-3 13 .5 14 .0 48
-- - 14 .0 14 .2 52
1- SS 6-4 18 .5 19 .0 11
19 .0 19 . 5 46
19 . 5 20 .0 60
Hole terminated at 20 ft. .�
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Fleischman tildq. - Colonnade iziJiOle 7 Sheet 1 of ?Date 12-1-87
Location See i3orincj Plan Surf. Elev. Depth 23 .5_ Logged by
SPG
gg
Ground Water Data: Water 9 .5 feet below surface 24 hours after completion
Elev. DepthO Sampling Data
00 Material Description
Sample From To ,Blows Rec..
Topsoil
1 .0 --
Red-brown micaceous
- silt ( IL) Fill
2 .5 -- - - -
SS 7-1 3 .5 4 .0 10
4 .0 4 .5 31
4 .5 5 .0 61
_ Drown micaceous silty
fine sand (S;MI) Residual
Note: Hard from 7 .0 ff SS 7-2 8 .5 sampler refusal
to 11 .0 ft .
e•
_
SS 7-3 13 .5 14 .0 14
14 .0 14 .5 25
14 .5 15 .0 40
SS 7-4 18 .5 19 .0 8
-- 19 .0 19 .5 21
19.5 20 .0 40
20 .0 — continued on sheet 2
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project ►4Pishrman lcln. - Colonnade DiH.ole 7 Sheet 2 of 2 Date 12-1-87
Location See Boring Plan Surf. Elev. Depth 7 . .ogged by S`'C
Ground Water Data: dater 9 . 5 feet below surface 24 hours after completion
Sampling Data
Elev. Depth Material Description -
70 .0 Sample From To $lows Rec.
Brown micaceous silty
- fine sand (S.I) Residual -
23 .5 Hole terminated at SS 7-5 23 .5 sampler refusal
- 23 .5 feet -
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Heischman Bldg. - Colonnade Dole 8 Sheet lof 2 Date 12-1-87
•
Location See Boring Plan Surf. Elev. Depth 71 .5 Logged by
Ground Water Data: Water 13 .5 feet below surface 24 hours after completion
Sampling Data
Elev. Depth Material Description
•
Sample From To ,Blows Rec.,
Topsoil
1 .0 -
Red-brown micaceous
_ silt (ML) Fill
SS 8-1 3 .5 4 .0 4
4 .0 - 4 .0 4 .5 6
4 .5 5 .0 16
SS 8-2 8 .5 9 .0 39
9 .0 9 .5 61
Yellow-brown to gray .
— micaceous silty fine --
sand (SM) Residual
Weathered fine-grained .,
micaceous sandstone
SS 8-3 13 .5 14 .0 37
- 14 .0 14 .5 50
14 .5 14 . 8 50
SS 8-4 18 .5 19 .0 43
- -" 19.0 19 .5 55
19 .5 20 .0 36
20 .0 continued on sheet 2 --
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project 7-IPi gnhman R1r1g. - (olgnndae 'Mole 8 Sheet 2of 2 Date 12-1-87
Location ceo Rnr i nq Plan Surf. Elev. Depth 23 .5 Logged by S P('
Ground Water Data: water 13 .9 feet belOy surface 24 hours after completion
Sampling Data
Elev. Depth Material Description
70 •R Sample From To ,glows Rec.
Yellow-brown to gray
- raicaceous silty fine _
sand (Sh) Lzesidual
iieathered fine-grained _
sandstone SS 8-5 23 .5 sampler refusal
23 .5 _ Hole terminated at _
23 .5 feet
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project FTPi srhman Fit d.. - C01 onnade DrHole 9 Sheet Hof 1 Date 12-1-87
Location SPP Rnri nq Plan Surf. Elev. Depth 18 .5 Logged by SP';
Ground Water Data: Water 6 .5 feet below surface 24 hours after completion
Sampling Data
Elev. Depth Material Description
0 .0 , Sample From To _.Blows Rec.
Topsoil
1 .0
Brown micaceous silty SS 9-1 3 .5 4 .0 18
fine sand (SM) Residual
4 .0 4 .5 27
4 .5 5 .0 24
7 .0 —
SS 9-2 8 .5 sampler refusal
Gray micaceous silty
fine sand (SM)
Weathered fine-grained
micaceous sandstone
SS 9-3 13 .5 sampler refusal
Note: drilled hard
below 7 .0 f t.
18 .5 Hole terminated at SS 9-4 18 .5 sa:n ler refusal
— 18 .5 feet
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Heischman Bldg. - Colonnade Dr Hole 10 Sheet 1 of 2 Date 12-1-87
Location See Boring Plan Surf. Elev. Depth 29 .0Lo Logged bySP.3
gg
Ground Water Data: dater 9 .0 feet below surface 24 hours after completion
Elev. Depth Sampling Data
p Material Description
0
Sample From To ,$lows Rec.
1 .0 Topsoil -
SS 10-1 3 .5 4 .0 1
Brown micaceous silty
with wood and gravel 4 .0 4 .5 1
(ML) Fill 4 .5 5 .0 1
8 .0 - -,
Topsoil SS 10-2 8 .5 9.0 10
9.0 ` - 9 .0 9.5 42
9 .5 10 .0 p7
Brown micaceous silty
- fine sand (SM) r SS 10-3 13 .5 14 .0 17
Residual
14 .0 14 .5 18
Weathered fine-grained 14 .5 15. 0 19
— micaceous sandstone
SS 10-4 18 .5 18 .8 100
20 .0 — continued on sheet 2 —
TEST HOLE LOG
E. O. GOOCH & ASSOCIATES, GEOLOGISTS AND ENGINEERS
CHARLOTTESVILLE CULPEPER
Project Iieischman I31dq - Colonnade DI1Qle 10 Sheet.2of _2. Date 1 2-1 -87
Location See Boring Plan Surf. Elev. Depth �9.0 Logged by Bog
Ground Water Data: Water 9.0 ft. below surface 24 hrs. after completion
Sampling Data
Elev. Depth Material Description
20 .0 Sample From To ,Blows Rec.
- Brown micaceous silty -
fine sand (SM) SS 10-5 23 .5 24 .0 27
- Residual 24 .0 24 .5 42
Weathered fine-grained 24. 5 24 .8 58
micaceous sandstone
SS 10-6 28 .5 29 .0 100
29.0 _ Hole terminated at
29 .0 feet •