HomeMy WebLinkAboutPROCTOR Lot 1 S-4385
CASE NUMBE:R S-4385
PETITION FOR "~'~-~c]~iGnary
¥.~c^'no~
DATE RECEIVED
COMMENTTO PLANNING~Y April 21, 1977
COMMENTS:
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
PLATTING OR PLAI~NING /~ND ZONING CASE REVIEW
~F& M Consultants, Inc. for Proctor Subd (resub of
Schroeder Subd) Lot 1 containing 5.487 acres : or-.
FOR MEETING OF May 5, 1977
of Cases
ENVIRONMENTAL SANITATION: ~, PUBLIC WATER ~T~AVAILABLE .
__ p, ~'~>~ PUBLIC SEWER ~I~'AVAILABLE TO
SERVICE
PETITION
AREA.
/ ~ / % / - /
ENVIRONMENTAL ENGINEERING:
71 014 (9/76)
June 1, 1977
R&M No. 753110
Mr. Art Solbakken
Strand Steel
4791 Business Park Blvd.
Anchorage, Alaska 99503
Subject:
Soils Investigation for Sanitary Sewer System~ Proctor's
Market, Lots 1 & 2, Block 1 & 2 Schroeder Subdivision
Addition. Eagle River, Alaska
Dear Mr. Solbakken:
At your request of May 27, 1977, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the
subject lot.
This investigation, which was accomplished on May 31, 1977, was conducted
in the pre-existing trench excavated to a depth of approximately 16'
below the existing ground surface. The location of the test hole is
shown in attached Drawing A-01. A sample was taken at the depth shown
on the soils log in attached drawing A-01, This will be held in storage
at our lab for approximately six months. In addition, material observed
in the trench was logged by an experienced engineering geologist.
The soils encountered in the excavation are shown in the log in Drawing
A-01. Groundwater, bedrock, seasonal frost, and permafrost were not
encountered in the trench.
A percolation test was performed in a test hole at the bottom of the
trench. The test hole was dug with a hand-operated post-hole digger to
a depth of approximately 1.5'. Due to sloughing of the gravelly material,
the hole was cone-shaped, with an average diameter of one foot. This
hole accepted an average of 5 gallons of water in 3 minutes, and had a
measured percolation rate of 0.166 minutes per inch.
The material in which the percolation test was performed is classified
as GW, and ordinarily would not require a percolation test according to
the procedures required by the Municipality of Anchorage, Department of
Health & Environmental Protection. Due to the rapid percolation rate of
this material, saturation and swelling of the soil, as required in those
procedures, was determined to be virtually impossible, and was not accomplished
prior to the test.
We appreciate this opportunity to be of service to you. Please contact
June 1, 1977
Mr. Art Solhakken
Page 2
us if you have any questions concerning this letter.
Very truly yours,
R & M CONSULTANTS, INC.
St~phan±e ~oa~
Sta£~ ~eelo~ist
$~MB~ld
Attachments: Drawings A-01, B-01~ B-02
xc:
Jim McCaslin Brown, Ph.D.
Head, Earth Science Department
Mr. John Lynn, Dept. of Health & Environmental Protection
Schroeder Subdivision
Addition
Block l&2, Lot l&2,
NW¼, Section 1,
T14N R2W SM
Alaska
PROCTOR'S
GROCERY
STORE
Parking
Area
L50 '
~-~ ~ ~Tank
400'
Not To Scale.
Ail distances are approximate
and have not been measured by
survey methods.
TH-1
5-31-77
GRAVELLY SAND W/TRACE
SILT, SOME COBBLES (SW)
Fine Sand, Brown,
Dry
GRAVELLY SAND W/SOME
SILT
MANY COBBLES (SW)
Moist, Dark Brown,
Many Roots and Stems
SANDY GRAVEL WITH MANY
COBBLES, TRACE SILT (GW)
Coarse Sand, Brown
7.0T
16.0' T.D.
This log represents subsurface soil
conditions as observed at the location
shown.
SMH_ R&I~ CONSULTANTS, INC.
~SCALE: see above
SOILS
CLASSIFICATfON~ CONSISTENCY AND S~?[BOLS
CLASSIFICATION: Identification and classification off_ the soil is accomplished in
accordance with the Unified Soil Classification System. Normally, the grain size
distribution determines classification of the soil. The soil is defined according to
major and minor constituents with the minor elements serving as modifiers of the
major elements. For cohesive soils, the clay becomes the principal noun with the
other major soil constituents used as modifier; i.e. silty clay, when the clay particles
are such that the clay dominates soil properties. Minor soil constituents may be
added to the classification breakdown in accordance with the particle size proportion
listed below; i.e. sandy silt w/some gravel, trace clay.
no call - 0 - 3% trace - 3 - 12% some - 13 - 30%
SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined
by normal field and laboratory methods applies only to non-frozen material. For
these materials, the influence of such factors as soil structure, i.e. fissure
systems, shrinkage cracks, slickens{des, etc., must be taken into consideration
in making any correlation with the consistency values listed below. In permafrost
zones, the consistency and strength of frozen soils may vary significantly and
unexplainably with ice content, thermal regime and soil type.
Cohesionless
N*~lows/ft) Relative Density
Loose 0 - 10 0 to 40%
Medium Dense 10- 30 40 to 70%
Dense 30 - 60 70 to 90%
Very Dense - 60 90 to 100%
*Standard Penetration "N": Blows per foot of
a 140-pound hammer ~alling 30 inches on a
2-{rich OD split-spoon except where noted.
Cohesive
T- (tsf)
Very Soft
Soft
Stiff
Firm
Very Firm
Hard
0 - 0.25
0.25 -- 0.5
0.5 - 1.0
1.0 - 2.0
2.0 -4.0
-4.0
DRILLING SY]VIB OL S
WO: Wash Out WD:
WL: Water Level BCR:
WCI: Wet Cave In ACR:
DCI: Dry Cave In AB:
WS: While Sampling TD:
While Drilling
Before Casing Removal
After Casing Removal
After Boring
Total Depth
Note: Water levels indicated on the boring logs are the levels measured in the
boring at the times indicated. In pervious unfrozen soils, the indicated elevations
are considered to represent actual ground water conditions. In impervious and
frozen soils, accurate detertn{nations of ground water elevations cannot be obtained
within a limited period of observation and other evidence on ground water elevations
and conditions are required.
I)OW N: L.D.S.
KD: G.LB,
ATE; 3-1-72
SCALE: N/A
GENERAL NOTES
NO.
· ' ~ STANDARD SYMBOLS
~ ORGANIC MATERIAL E~ COBBLES ~, BOULDERS
[~ CLAY ~' CONGLOMERATE
~ SILT ~ SANDSTONE
~ SAND ' ~ MUDSTO~E
~ GRAVEL ~ LIMESTONE
~ IGNEOUS ROCK ~
~ MET,~MORPHIC ROCK ~
~ leE-SILT ~
~ ORGAN,C SILT ~
SANDY SILT
SILT GRADING TO
SANDY SILT
SANDY GRAVEL,
SCATTERED COBBLES
(HOCK FHAGMENTS)
INTERLAYERED SAND
& SANDY GRAVEL
SILTY CLAY w/TR. SAND
SAMPLER TYPE SYMBOLS
SI ..... 1.4" SPLIT SPOON WITH 47-~+ HAMMER
Ss ..... 1.4" SPLIT SPOON WITH 140;¢ HAMMER
SI ..... 25" SPLIT SPOON WiTH 14.0¢~ HAMMER
Sh ..... 25" SPLIT SPOON WITH 540¢¢ HAMMER
Sx ..... 2.0" SPLIT SPOON WITH 14.0¢~ HAMMER
Sz ..... 1.4" SPLIT SPOON WITH 340~ HAMMER
Sp ..... 2.5" SPLIT SPOON, PUSHED
Hs ...... I]4" SPLIT SPOON DRIVEN WITH AIR HAMMER
HI ..... 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER
NOTE:
Ts .... SHELBY TUBE
Tm .... MODIFIED SHELBY TUBE
Pb .... PITCHER BARREL
Cs .... CORE BARREL WITH SINGLE TUBE
Cd .... CORE BARREL WITH DOUBLE TUBE
8s .... SULK SAMPLE
A ..... AUGER SAMPLE
G ..... GRAB SAMPLE
SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE
SAMPLE DEPTH.
TYPICAL BORING LOG
BOR//170 /VU/V/SE, Y-_~.T.H 30-15
DAtE
FEOZEN
ICE -SILT
Estimate 65% Visible Ice
is (~ 90,56.2%,80.5pcf)f, ML4'
~' ~ SANDY SILT STt~Ai CHAHGE
~s ~p~ [z) 72,5rl Yo,85.9ocf, 28, GP
(CORPS
OF EhlGtN~RS
)o~ ~ ~ ~ ~ ~ ~UNIFIED OP FAA CLASS/F/CAT/ON
~ ~ 8LO*S/FOOT
:d ~ 95 SCHIST cGE~/E~A SO/L
% WEIGHTED AVERAGE
~ ADDITIONAL DATA AVAIlABlE ONSUPPLE~4ENTAL tAB SHEETS
CONSULTANTS, IN(:;.
EXPLANATION OF SELECTED SYMBOLS
CATE 2- 16-72 ,JSC~'LE, ,, NoNE jDW~ ~¥ LDB J CH;<D i~¥~.~GL8 i PRO,~. NO. GENERAL !DW61 NO. J]-O~
ICDWN:
KD:
IDATE:
SCALE~
DWN:
E:
EDWN:
· " .... ~ GRID:
NSUI.TANTS I1%1~:~. '-
April 24, 1977
R&M No. 753110
Mr. John Lynn
Environmental Specialist
Municipality of Anchorage
Parkgate Professional Building
Anchorage, Alaska
Dear Mr. Lynn;
Attached is our septic system design for the proposed addition to
P.~rocto~s...Market in Eagle River. A summary of our recommendations and
design assumptions follows:
The addition to the market will be added to the new septic
system in the southwest corner of the lot.
The existing bar and cafe will be added to the new septic
system. This will entail a run of approximately 200 feet.
Well houses will be constructed on all three existing wells
shown on the attached drawing.
The existing septic system under the proposed addition to the
market will be destroyed.
The run of pipe from the existing bar and cafe will be cast
iron to a point 100 feet from the existing well, then it will be
PVC.
The fire permit for the existing bar and cafe indicates a capacity of
252 people. This number seems excessive, and will probably be reached
only at very infrequent periods. 85% of this figure was used in the
calculations for the size of the septic system, and we feel this is
still quite conservative. The building also contains two one-bedroom
apartments, and these were considered in the design. The resultant size
of septic tank is 4000 gallons.
The soil on the lot is all fill material classified GP-GW, and percolation
is extremely good, as the soil underlying the fill is also sand and
gravel (soil logs attached). There is insufficient room for a standard
drain field on the lot; therefore, a deep trench will be utilized. A
12-foot-deep trench, 70 feet long, will be excavated, with 6 feet of
clean gravel placed under the outlet pipe. Installed as shown, the
bottom-of-trench elevation will be at least 75 feet away from the
corresponding elevation at the face of the fill slope. Considering the
high permeability of the fill and underlying soil, this should preclude
Mr. John Lynn
Page -2-
any possibility of seepage at the face of the fill slope. Visual observation
of the fill surface and the slope face indicate the material to be
relatively uniform throughout, and it is not felt necessary to perform
any further drilling at the location of the trench.
We hope that this design meets with your approval, and look forward to
your early response. Should you have any questions, please do not
hesitate to call us.
Very truly yours,
R & M CONSULTANTS, INC.
John E. Swanson, P.E.
Head, Engineering Services
JES/gld
'1
'; ' PROCTORS ' GROCERY STOIiE
~0'~ 75'
!
TH-2 ~
140'
I PAPC/~NG ~
AP~EA
T}I-3 0 t
393'
EXISTING
STRUCTUP~~
~prox~ate location of edge of fill
Schroeder Subdivision Addition
Block 1 & 23Lot 1 & 2, I,DI¼
Section 1, T14N, R2W, Grid ~?,'; 352
Ail test hole locations are
approximate and were not located
by sui-¢ey methods.
2-11-77
TEST IIOLE LOCATION DIAGP~2[
iDAP EN~EPaPRISES,
EAGLE Ri ~R, AI~AS~A
June 3, 1977
~ R&M No. 753110
Mr. John Lynn
Environmental Specialist
Municipality of Anchorage
Department of Health and Environmental Protection
824 "L" Street
Anchorage, Alaska 99501
Dear Mr. Lynn:
Enclosed is ~ copy of the percolation test performed for the Proctor's
Market addition in Eagle River. As was discussed with you and Mr. Art
Solbakken, the purpose of the test was to verify the adequacy of the new
septic system as designed. We feel that the results obtained are
certainly more than adequate verification, and therefore recommend that
the design length of 70 feet on the trench be approved.
We have also enclosed another print of the septic system plan, as per
your request, showing the "40-80-120" radii from the existing well at
Tuffy's Bar. The locations of both the existing well and the existing
cast-iron line have not been surveyed, and are approximate only. AS we
discussed previously, the existing portion of the market will remain on
the existing septic system at the northwest corner of the market. We
have no first-hand knowledge of this existing system, other than verbal
reports from the market manager that the system does not cause any
problems. We have verified by personal inspection that the controls,
tanks, etc. for the two wells northeast of the market are inside the
building. Likewise, all the appurtenances to the well at the bar are in
that building. Since we have made no changes to the existing conditions
of the septic system and two wells for the market, we have not shown the
protective radii.
Should you have any further questions or requirements, please do not
hesitate to call.
Very truly yours,
R & M CONSULTANTS, INC.
Senior Engineer
xc: Art Solbakken, Strand Steel
February 15, 1977 R & M No. 752105
HAp Enterprises, Inco
General Contractors
6041 Mackay
Anchorage, Alaska 99502
Attention: ~. James Frye
Re: Soils Investigation; Sc'_~oeder Subdivision Addition, Block t ~d 2,
Lot 1 and ~2, 5.~; 1/4 of Sec 1, T 14 N, R 2 W, Eagle River, Alaska.
Gentlemen:
Per your authorization of February 3, 1977, we have comp!et~d the subsur~
face soil investigation for the subject site. The field investigation
commenced on February 7, 1977, and was completed on February 8, 1977, in
accordance with your instructions. The purpose of this investigation
was to ascertain general subsurface soil conditions at the subject site.
This was accomplished by obtaining the following field and laboratory
information at the specified locations:
1. Logs of each test_~Qle based on visua~ classification.
2. Standard blow count penetration tests at five foot
3. Laboratory mechanical sieve analyses on selected soil sa~-ples.
Location of the existin~ ground water table at each test hole
and moisture contents of selected s~mples taken from each test
hole.
Three test holes, Test Holes 1 throug~ 3, ~¢ere drilled at the locat~ons
shown on the attached Location Diagr~ Drawing A-01. Drawings B-Q3
end B-04 present ~he co~ple%e logs of Test Ho]es · through 3. De~ths to
which test holes were advanced are indicated on the test hole ~rawL~gs..
The soil borings and s~.p!ing operations were p~_form~d utilizing a
track-mounted CMJ~-55 rotary-type hydraulic drilling unit. The boreholes
were advanced using continuous flight 8-inch diamet'er hollow-stem augers;
representative i, 'erial was obtained from the ah us in the fern cf
"gre2)" samples and b%; n~e_'~:~s of sp!it:-spoon sampling prc/e~:ures cox!ucted
in accordance with AST~.~ Specification D-t586-64T. For this latter
procedure, a split-spoon s~--~u!er (1.4" I.D.) is driven into undisLurbed
natural soil w]t£1 a 1L!0-pound drop-h~mer having a 30-inch free fail.
Sa~pling was a~so accomplishe~ drivir~g a 2.5 inch I.D. split-spooh
sampler with a 340-pound droD-.h~mzaer having a 30-inch free fall. The
penetration resistance (as measured by the blow count) for these s~m. pling
techniques glves an indi~cahion of the relative denskty o~ tha in situ,
unfrozen soil-. The blow co'~t values obtained are sho%~n on the test
hole drawings. After visual classification in the field, soil sa~p_, les
were returned to the R & M le~oratory for further exn.m, ination end testing.
The laborat, ory testing progr~n was limited to the evaluation of general
soil index properties. Laboratory determination of water content on
recovered representative samples was performed according to ASTM Specifi-
cation D-2216-66. Particle size distribution analysis was perfo~ed on
selected samples in accordance with ASTM Specification D-~t!-63. Labora-
tory results of selected s~oles are provided on Drawing C-0!.
As illustrated by the accompanying logs of the three test holes, ~qe
soil strata encountered consisted primarily of sandy gravel with trace
amounts of silt. Cobbles and boulders were detected in all ~ree test
holes throughout the soil profile. Approximately the top 15-feet of
soil in each test hole is thought to be fill material. No debris or
deleterious material was encountered in any of the ~eree test holes.
However, a visual survey of the ground surface indicates the possibility
of subsurface debris in the fill even though this material was not
encountered in any of the test holes. Groundwater 'was not encountered
during drill~ng operations.
~e appreciat~ given the opportunity to perfQrm this subs~face Lnvesti-
gation and if desired, would be pleased to provide more specific recom~
mendations concerning ~qe design and construction of the new facility.
Should you have any questions with ~egard to our field work or this
letter, please contact us at your earliest convenience.
Very truly yours,
R & M CONSULTA~NTS, INC.
Bruce E. Davison
Geotechnical ~ngineer
Donald E. - Bruggers
Geotechnical · ~ =~
En~_ne__
BED:DEB:mh
I
140'
393'
EXIST,--~G
S TRU~/TrP~E-
~Approximate location of edge of fill
SchroeRer Subdivision Addition
Block 1 & 2~Lot 1 & 2,
Section 1, T14N, R2W, Grid ~?,-~ 352
All test hole locations are
approximate and were not located
by survey methods.
752105
DEB
2-11-77
TEST HOLE LOCATION DIAG?~2.!
HAP Eh~TE?_~PgSES, iD~'C.
EAGLE ILiVER. AL~ASKA
A-01
CLASSIF[CATIOX.' CON$,[STEXCY AND ~ ~BOLS
CI,ASSIF[CATION: Ideal[£ication and classifica:i,~n of the soil is accomFl£she8 hn
accordance with the Unified Soil Classification System. ?.[orrnally~ the grahn size
distribution determines class{Eic~_~tion' ~J the :boil. %~e so{i is de~Lned accord'Lng to
major and mknor constituents with the :e, inoz: elements servmg as modifiers of the
major eleq~en~s. For cohesive so~s, zhe clay becomes the principal noun w{th the
other raaj6~ so~t c~nst{tuents used as mod{fief; {.to silty clay~ when the clay particles
are such that the clay dom{naSes soft properties. Minor soil constituents may be
added to the class£ficat{on breakdow~t in accordance with the par ticie size proportion
t{sted below; i.e. sandy slit w/some ~ravel, trace clay.
no call - 0 - 3~ ~race - 3 - i2~ some - 13 - 30~
SOIL CONSISTENCY - CRITERIA: So~ consistency as defined below and determ3=ned
by normal field and laboratory methods applies only ~o non-frozen mater%n~-l. For
these materials, the influence o~= such factors as so~ structure, i.e. fissure
systems, shr{nkage cracks, slickens{des, etc., must be taken in~o consideration
{n making any correlation with the consistencb, values listed below. In per--nearest
zones, the consistency and strength of frozen soils may va_~ significantly and
unexplainably with ice content, thermal regime and soil
Cohes{ohless
I~*(blows/ft) Relative Density
Loose 0 - I0 0 to 40~
Medium Dense 10 - 30 40 to 70%
Dense 30 - 60 70 to 90~
Very Dense - 60 90 to I00~
*Standard Penetration "N": Blows per ~oot of
a l~0-pound hammer falling 30 inches on a
2-inch OD split-spoon except where noted.
Cohesive
T- (tsf)
Very Soft
Soft
St~f
Ve~y Firm
0 - 0.25
0.25 - 0.5
0.5 - 1.0
1.0 - 2.0
2.0 - 4.0
-6.0
DRILT,_ING SY~,IB eLS
we: Wash Out WD:
WL: Water Level BCR:
WCI: YVet Cave tn ACR:
DCI: Dry Cave In AB:
WS: While Sampling TD:
Wh{le Drilling
Before Casing Removal
After Casing Removal
After BorLng
To tal Dap th
Note: Water levels Ladicated on the boring logs are the levels measured ~n the
boring at the times indicated, h~ pervious unfrozen soils, the {ndicated elevations
are considered to represent actual ground water conditions. In hnoervious and
frozen soils, accurate determinations of ground water e!evat{ons ce=nnot be obtained
within a lis{ted per{od of observation and other evidence on ground water elevat{ons
and conditions are required.
CON SU LTAi~ITS. lNG.
G._N c. RA_ NOTES
N/A [o',w,~ aY "..DS ~c;,4×o aY CoLB ,'~od No GE~'¢ERAL [~:.~ ,'40. B-OI
STANDARO SYMBOLS
ORGANIC MATERIAL ~'~ COBBLES & BOULSEqS · ~ IGNEOUS ROCK
CLAY F~' CO~';O LO~.!ERATE ~ METAMORPHIC R~K
SAND ~ MUDSTOP;E ~ ICE -SILT
SILT
(ROCK FRAGMENTS}
& SA,~J'.~Y GRAVEL
SIL~ SLAY w~R. SA'iD
SAMPLER TYPE SYMBOLS
St ..... 1.4" SPLIT SPOON WITH 47~~- HAb!MER
Ss .... I.q-" SPLIT SPOON WITH I40¢$~ HA;,tMER
S; .... 2.5" SPLIT SPOON WITH 140~-z HAMMER
Sh .... 2.5" SPLIT SPOON WITH 340~- HAMMER
Sx .... 2.0" SPLIT SPOON WITH 140~ HAMMER
SZ .... 1.4" SPLIT SPOON WITH :340~ HAMMER
Sp .... 2.5" SPLIT SPOON, PUSHED
Hs .... I.q-" SPLIT SPOON DRIVEN WITH AIR HA,~,{MER
H1 .... ~.5" SPLIT SPOON DRIVEN WITH AIR HA~,IMER
NOTE:
. Ts .... SHELBY TUBE
Tm .... MODIFIED SRELgY TUBE
Pb .... PITCHER BARREL
Cs .... CORE BARREL WITH SINGLE TUBE
Cd .... CORE BARREL WITH DOUBLE TUBE
Bs .... BULK SAMPLE
A ..... AUGER SAMPLE
G ..... GRAB SAMPLE
SAMPLER TYPES ARE EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESFECTIVE
SAMPLE DEPTH.
TYPICAL BORING LOG
BOEING IVU/,'/BER-..~T. H. ' :30-15
DATE DRILLEO--,~,.iO_ 21_ 70
SAMPLER TYPE.~,Ss
AFT~,q BOt~IIVG
V/ATER TABLES
~IHILE DR/LLIA/G'""
Ss
FROZE~
Ele¥. 274·6 ~ ELEFA?IOH I~/FEET
All Samples Ss'''*'~S'~'//]PLER TYPE
d
ORGANIC MATERIAL I'
Cons;~ Visible Ice O:-T' ICE+ML
ICE -SILT
EGfim¢;e B5% Visible Ice
I~ 90,56.A% ,BO. Spcf~, ML'""'
'STtT~TA CH~A/GE
SANDY SILT
_.~,/.,A??ROXZ?,~ATE STP. ATA CHA~IG~
L[[Ne ~ No Visible lc~ I~~]0' Vx ~/C~ DE~C~I~T/0N ~ Cf~IFIC~TION
~ ~ ~ ~ ~ UHIFIED O~ FAA C~S~F/C~T/O~I .'
~ ~ ~ ~ T~1PEHATU~ OF
~ ~ ~ --DRY D~VSITY
~ ~ ';V~ER CONTE//~
~ --BLO;YS/700F
S~tZPLE ]/U~BE~
SANDY GRAVEL
26'
Cd 95 SCHIST ~ GENERAL/ZED SOIL OR ROCK DES~,?~/O,~
30' ~ DR/LL DEP[fl
~'~ ~ ~,~_ CONSULTANTS, INC.
EXPLANATION OF SELECTED SYMBOLS
~-~T_ 2-15-72 $C~.LE NONE u'zzN a," [CHKO SJY GLO PROm NO. GENERAL
2-7-77
Ss
Ss
Ss
SANDY GP~AVEL W/TP~ACE
SILT & COBBLES
Boulde£s ak 2' and 3'
4.0~
R*, 4.6%
GRAV~L %1/S0~ SAND,
COBBLES AN~ BOULDERS
Brown, Dry, Very Dense
77, 3.2%
GRAVEL W/SO~'IE SA}ID
A~D TPJ~CE SILT, COBBLES
Bro%~n, Dry, Very Dense
G
3.6%
17.0'
Sh
Sh
Sh
TH-2
2-8-77
S ~.N DY GRAVEL
49, 2.7%
70, 2.4%
GP~AXFEL W/S0b~ SA-N~D
T~ACE SILT
Brown, Dry_, Vel-i; Dense
--13.0'
S~N~D ~SO}~ GP=AVEL,
TRACE SILT
Brown~ Dry, Very D~nse
Ss
Ss
Ss
G R*
SA}~DY GRAVEL
W/S OPiE SILT
Bro~n, k~oist,
Very Dense
(~) SO
Boulder at 21'
Sh
Sh
SANqD ?~SO~ GRA!rEmL
Brovm, Slightly Moist,
R* Very Dens~30.0, TD Sh
*Refusal on Cobble
Groundwater Table
Not Encountere~l
2.5%
Q 77
GPJA~/ELLY
W/S O~.~ SILT
*Refusal. on Cobble
Groundwater T~!e
Not En~ounue~ e~
23.0'
30,5' TD
DEB
2-11-77
[EAGLE RIVER, ~LASi-C:, ~,.~O 752105
GP~VEL W/SOME S~4D
3.0~
56, 3.9%
GRAVELLY SAIID
~TP~CE SILT
Brown, Dry, Dense
61, 2.9%
Cobbles 3' to 18'
Boulder at 12'
Q 63
Groundwater Table
Ilot Encountered
18' TD
2-11-77
752105
2-7-77
0.0'
SS
Ss
Ss
Ss
Ss
Ss
SILT ~ ¢0SBL~S C6~
Boulders at 2' and 3'
R*, ,. 6-o
~RAw~ w/so:-z SA~,~,
COBBLES AND BOULDERS
Brown, Dry, Very Dense
77, 3.2%
Sh
~RAVEL ~,~so~-m s~ (~P- ~ ~)
A~D TP~ACE SILT, COBBLES
Brov~, Dry, Very Dense
Q R*
Sh
3.6%
17.0'
G R*
SBJtDY GRAVEL
Bro~n, Moist,
Very Dense
5O
Boulder at 21'
Sh
Sh
SAND I'//SO~ t~
Brown, Slightly ~o!s~c,
R* Very Den~30.0, TD
*Refusal on Cobble
Groundwater Table
Not Encountered
TH-2
2-8-77
S~NDY GPJ%VEL
W/TRACE SiLT
Brown, Dry, Dense
49, 2.7%
· - --7.0'
70, 2.4%
GRAVEL W/SOr-~ SA~N-D
T~ACE SILT
Brown~ Dry, Ve~ Dense
--13.0'
(~) R*
SA~ND ?~SO~ GP~VEL,
TRACE SILT
Brown~ Dry, Very D~nse
R*
2.5%
23.0'
77
GRAVELLY SP~[D
W/SO~'~--~ SILT
R*
*Refusal on Cobble
Groundwater Table
Not Encountered
30~5' TD
DEB
2-11-77
1"=4'
2-f~-77
Ail San,~!es Sh 0.0'
3.0'
56, 3.9%
GRAVELY SAlaD
Bro~, Dry, Dense
61, 2.9%
Cobbles 3' to 18'
Boulder at 12'
(~) 63¸
Groundwater Table
Not Encountered
18' TD
752105
B-04
~, . ER OF T EIMITTAL
DATE
R&M CONSULTANTS'~ INC~
ANCHORAGE OFFICE
,~P. ALASKA 99§02 TEL. (907) 278-0483
BOX
6O87,
ANCHORAGE,
FAIRBANKS OFFICE
TEL. (907) 492-1655
TEL.. (907) 586-6342
TEl-. (907) 376-5288
.ROJECT NO.
DATE
GENTLEMEN: WE ARE SENDING YOU
~l~Attach ed
[] Under separate cover via _ _
the following, items:
[] Shop drawings [] Prints
,.~Plans [] Samples
[] Specifications [] Copy of le{ter
[] Change order
[] Other
COPI ES
THESE ARE TRANSMITTED as checked below:
[] For approval [] Approved as submitted
~For your use [] Approved as noted
[] As requested [] Returned for corrections
[] For review and comment [] . _ .
[] FOR BIDS DUE 19 ~
[] Resubmit . copies for approval
[] Submit copies for distribution
[] Return corrected prints
[] PRINTS RETURNED AFTER LOAN TO US
~ t If enclosfires are not as noted, kindly notify us at once.
002650
Municipalityof
Anchorage
POUCH 6-650
ANCHORAGE, ALASKA 99502
(907) 279-2511
G£ORGE M, SULUVAN,
MA YOR
DEPARTMENTOPHEALTHANDENVIRONMENTALPROTECTION ~ ~
(825 'L" Street) ~ ~ ~,
duly 7, 1977 File No.:
6-20
4-2-4
R & M Consultants, Inc.,
5024 Cordova
Anchroage, Alaska 99502
Attn: John E. Swanson ~- ~
Subject: Well~ousing fo~Proctor's Market Addition p~s~
Chemical Analyti'~a4--B_9]oort ~
Gen tl emen:
This Department has reviewed Plans and Chemical Report of Subject as
submitted and finds this will meet conditions with which this Department
is concerned prior to Final Approval of As-Built on Wellhousing by this
Department.
Sincer~ly~
Johg.4~. Lyn-h-ff-~ .
E°h~ronmental Englneeri n§
JWL: 1 mp
STRAND INCORPORATED · GENERAL CONTRACTORS · '~360~ NOBTHRUP WAY · P.O. BOX 546, BELLEVUE, WASHINGTON 98009 · (206) ?46-0?80
ALASKA OFFICE: 4791 BUSINESS PARK BOULEVARD ~' ANCHORAGE, AK 99503 · {907) 276-72'19
June 30, 1977
Re: Pr°ct°r's Market' Eagle River ~~ -
Dear Mr. Lynn:
Enclosed are copies of the chemical and bacterial~s of the
water at the above referenced project. According to Mr, Green of
Chemical & Geological Laboratories of Alaska, Inc., the water from
both sources passes applicable health standards.
If you have any questions please feel free to contact the undersigned.
Yours very truly,
STRAND INCORPORATED
Arthur T. Solbakken
Project Manager
cc: Ed Yarmak, Sr., R & M Consultants
ATS/cc
77-172
CHEMICAL 8~-gEOLOGICAL LABORAT~('~,RIE5 OF ,ALASKA, INC.
ANCHORAGE, ALASKA 99909Jy~ '.U '~ JUN 27 z9'n
ANALYTICAL REPORT
Strand, Inc. (Joe Blair) '
Water Analysis(FacilitY)
STRAND iNCORPORATED
Date Collected: June 16, 1977 Time Collected: ....... By: .......
Source of Sample: Procters grocery store, Eagle River, Alaska.
Physical Observations, Remarks:
[] . t~
[] ~
[] mg/1 Barium [] mg/1 Ammonia
NitrogenZN
[]' mg/1 Boron []_ mg/1 Kjedahl
Nitrogen-N
[] mg/1 Cadmium [] m9/1 Organic
Nitrogen-N
IX] 61 mg/1 Calcium ~ 0.6 mg/1 Nitrate(N)
[] m9/1 Copper [] mg/1 Nitrite(N)
[] mg/1 Chromium-Total [] mg/l Phosphorus
(Ortho)-P
[] m~]~]_Chromium-Tri [] ~g/1 Phosphorus
- (Total)-P
[] mg/1 Chromium-Hex )[~ 35 _ mg/1 Chloride
~] ~0.1 mg/l Iron-Total []__ _ mg/1 Fluoride
[] mg/1. Iron-Dissolved [] mg/1 Cyanide
[] mg/1 Lead ~ 9 mg/1 Sulfate
~ 19 mg/1. Magnesium []_ mg~]_Phenol
[] mg/~Manganese [] mg/1MBSA
[] mg/1 Mercury [] mg/1 BOD
[] _mg/t Nickel [] mg/1 COD
- ~40oc
LK] 0.7 mg/~ Potassium )[~ 286. mQ~]_TD Solids
[] m9/1 Selenium [] ~/1 TV Solids
~] 9.4 mg/1 Sodium [] m~]_Suspended
Solids
[] __mg/1 Silver [] mg/1SV Solids
[] mg/1 Zinc [] JTU Turbidity
mg/1 Aluminum 405 mmhos Conductivity ~] 230
~Arsenic 7.6 units pH ~]_ 175
[]
[]_
[]
mQ~]_Hardness as
CaCO3
mQ~]-Alkalinity as
CaC03
m~Acid~ty-T as
CaCO3
~Acid~ty Free
as CaCO3
/lOOml Colifor~-T
~]_ ~ 1 /lOOml Coliform-F
[] /lOOml Strep-F
[]. units Color
[]_
[]_
Transported by:
Received by:
Transported by:
Received by:
FOR LAB USE ONLY
Lab# 6071-2 Rec'd by: Se
.ate sample rec'd: June 16~ 1977
ate analysis completed: 6-21-77
)ate results reported:6-21-77
Date: June 23, 1977
CHEMICAL &rGEOLOGICALr% . LABORATORIES OF ALASKA, JNC.
TEI_EPHONE (907) Z...,-4014 P.O. BOX 4- 1~76
ANCHORAGe, ALASKA 99509
Water Analysis(Facility)
ANALYTICAL REPORT
Strand inc. (Joe Blair)
JUN 27 1977 ~-~
INCORPORAT[D
Date Collected: June 16, 1977 Time Collected: ........
By: .......
Source of Sample: Tuffy's Bar, Eagle River, Alaska.
Physical Observations, Remarks:
[] mg/l'Alu~inum ~ 570 mmhos Conductivity ~] 246
[]_ mg/~l Arsenic ~__ 7.6 units pH ~] 290
[] mg/1 Barium [] mg/1 Ammonia []_
Nitrogen-N
[]' mg/1 Boron []_ mg/1 Kjedahl []
Nitrogen-N
[] mg/1 Cadmium []. mg/1 Organic []
Nitrogen-N
~ 79 mg/~Calcium ~. 0.8 mg/l Ni-trate(N) []
[] mg/1 Copper' [] ~Nitrite(N)
[] . mg~l Chromium-Total [] mg/1 Phosphorus [] units Color
· (Ortho)-P
[] ~Chromium-Tri [] mg/1 Phosphorus []
(Total)-P
35 ~mg/1 Chloride []_
[] mg/1 chromium-Hex ~
~]~O.1 mg/1 Iron-Total []
[] mg/~ Iron-Dissolved []
[] mg/. 1 Lead ~
[X] 12 mg/1 Magnesium []
[] mg/1 Manganese []
[] mg/1 Mercury []_
[] _m9/l Nickel []
~] 1.2~mg/1 Potassium ~
[]. .mg/1 Selenium []
~ 13 mg/~ Sodium []
[] mg/1 Silver []
[]. mg/1 Zinc [].
m9/1 Fluoride
mg/1 Cyanide
362
9 mg/1 Sulfate
mg/1 Phenol
mg/1. MBSA
mg/1B0D
mg/1 COD
at 140°C
m~]_TD Solids
~TV Solids
mg/1 Suspended
Solids
mg/1SV Solids
JTU Turbidity
mg/1 Hardness as
CaCO3
mg/1 Alkalinity as
CaC03
mg~]_Acidity-T as
CaCO3
~Acid~ty Free
as CaCO~
/lOOml Colifor~-T
/lOOml Coliform-F
[]' /100ml Strep-F
Transported .by:
Received by:
Transported by:
Received by:
FOR LAB USE ONLY
Lab# 6071-1 Rec'd by: Se
Jate sample rec'd: June 16, 1977
~ate analysis completed:_ 6-21-77
gate results repo~ted:. 6-21-77
Signed: ~~ ~.~-
Date: June 23~ 1977
CHEMICAL & GEOLOglCAL LABORATORIES OF ALASKA, INC.
4649 BUSINESS pARK BLVD.
TELEPHONE (907) Z.~4014 P.O. BOX 4- 1276
ANCHORAGE,ALASKA 99509
ANALYTICAL REPORT
Strand, Inc. (Joe Blair)
Water Analysis(Facility)
STRAND INOORPORATED
Date Collected: June 16, 1977 Time Collected: ....... By: .......
Source of Sample: Procters grocery store, Eagle River, Alaska.
Physical Observations, Remarks:
[] mQ~]_Aluminum
[]__~mmg/1 Arsenic
[]__ mg/1 Barium []
[] mD/1 Boron []
[] mg/1 Cadmium' []
iX] 61 mg/1 Calcium
[]_ mD/1 CoPper, []
[] mD/1 Chromium-Total []
[] ~mg/1 Chromium-Tri []
[] mg/1 Chromium-Hex
IX] ~0.1 ~g/l Iron-Total []
[] _mD/1 Iron-Dissolved []
[] mD/1 Lead
LX]. 19 mD/1 Magnesium []
[] _ m~/1 Manganese [:]
[] mD/1 Mercury []
[] mD/1 Nickel []
LK] 0.7 mD/1. Potassium
[] mD/1 Selenium []
~] 9.4 mD/1 Sodium []
[] mQ/]_Silver []
[] mg/l_ Zinc []
405 mmhos Conductivity ~]
7.6 units pH ~]
mD/1 ~nmonia []
Nitrogen-N
mg~ Kjedahl []
Nitrogen-N
mD/1 Organic []
Nitrogen-N
0.6 mD/1 Nitrate(N) ~]_
~Nitrite(N) []
mD/1 Phosphorus [].
(Ortho)-P
mg/l Phosphorus []
(Total)-P
35 mD/1 Chloride [].
m~t~]_Fluoride
mD/1 Cyanide
286
9 mD/1 Sulfate
mD/1 Phenol
mD/1MBSA
~/1 BOD
mg/1 COD
at T40°C
mD/1TD Solids
~/1 TV Solids
~9/1 Suspended
Solids
mD/1SV Solids
JTU Turbidity
230
175
mD/1 Hardness as
CaCO3
mD/1 Alkalinity as
CaC03
mD/1Acid]ty-T as
CaCO3
mQ/]_Acid]ty Free
as CaCO~
/lOOml Colifor~-T
~l /lOOml Coliform-F
/lOOml Strep-F
units Color
Transported by:
Received by:
Transported by:
Received by:
FOR LAB USE ONLY
Lab# 6071-2 Rec'd by: Se
Date sample rec'd: June 16, 1977
Date analysis completed:6-21-77
Date results reported:6-21]77
Signed: ~/c~~. ~
IDate:. June 23, 1977
~ (1.
~ ~ ce'
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