HomeMy WebLinkAboutT12N R3W SEC 24 E2SE4SW4SE4SW4 PARCEL 17BSt"4 GoJ9
MUNICIPALITY OF ANCHORAGE
· DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENGINEERING DIVISION
ENVIRONMENTAL
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME ~UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION NO, O~ BEDROOMS
~ Z Manufacturer Material No, of compartments
~ ~ Liq. capacity in gallons Inside length Width Liquid depth
IF HOME.DE:
, ~ Well Dwelling PERMIT NO,
~ ~ ~ DISTANCE TO:
O Z ~ Manufacturer Material Liquid capacity in gallons
~ Well Foundation Neare~) li~ PERMIT NO,
Len th of each line Total length of lines Trench width Distanc between lines
NO, of lines Z g~ ~'~ /~0 O0 inches ~
Total effective absorptio ea
~ Top of tile to V~graOe ;, Material beneath tile/ ~ '' inches r
Length Width Depth PERMIT
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
m ~uilding foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
APPROVED ~~~ DATE LEGAL
72-013 (Rev, 3/78t
PEE~]I] NO.
DEPRRTMENT O'~'HERLTH RND'ENVIRONMENTRL F--~JTECTION
825 "L- STREET, FINCHORRGE, BK.
264-4720
tiN--L5 I TE ~EI-~ER PER~ I T
( 800387 )
RF'PL I CRNT
LUL. HT I JN
LEGRL
GENE L. TENNY
UFFER HUFFMRN
T:2L=NR=.H _¢..4 PRRCEL -1~ 6,
SRR E, Lbs ~.~,O~,
LOT SIZE
..s44-8~ ,-,.:.
50000 SL.]URRE FEET
T"r'PE OF SOIL FIBSORPTIQN .:,'r_,TEM IS: TREN-.H
MR:glMUM NUMBER QF BEDRQOM_, = i<.
_,uIL RRTINO (SO FT. BR..- ,~.....":.
THE REQUIRE[-" _,I~.E OF THE SOIL RBSORPTION _-,¢.=,TEM I,=,.
DEF'T~-I= 9 L E ~'-.~!3 T H = ,"'~' 5 ~3 F: R"."' E L DEF'TH= ¢~"--;
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFRCE OF THE
GROUND RND THE BOTTOM OF THE EXCRVRTION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE E~(CRVRTION (IN FEET).
RE~]:~LIIREC¢ SEPT I"]: TR~-4K SIZE= ~_0E~0 GF~LLO~4S
PERMIT RPPLICRNT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE
INSTRLLRTION INSPECTIONS OF RNY WELLS RDJBCENT TO THIS PROPERTY RND THE
NUMBER OF RESIDENCES THBT THE WELL WILL SERVE.
......... T~.J~3 (2) I ~4SF'ECTI"]"~"~S RE:E F:E,2LIIRE[)
BRCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND 8PPROVRL BY THIS
DEPRRTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTRNC:E BETWEEN R HELL RND RNY ON-SITE SENRGE DISPOSRL SYSTEM IS
100 FEET FOR R PRIVRTE WELL OR t50 TO 200 FEET FROM R PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTRNCE FROM R PRIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET RND
TO R COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
t CERTIFY THRT
i: IRM FRMILIRR HITN THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
FORTH BY THE MUNICIPRLITY OF RNCHORRGE.
2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES.
_-',:: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THRN } BEDROOMS.
RPP~I CRNT ~ENE ~.~t'49,
I ~bLIED B~-----g~ ............. [.RTE ....
8155 Cranberry St,
Anchorage, Alaska 99502
Phone (907) 243-5302
~fr. O~ae Tellny
~nchor. se ,~loska 99~7
Aug. 7~ 1980
Subject; Inspection of szmitary sewer system on Parcel 17B~ Sec. 24, T12N, R3Wo SM
l>er your request T inspecged s~bject s~.~we~' system on Aug. ~ 1980.
Municipal records show that this system, consisting of a 1OOO gal septic tank and
a 4-foot diameter, 6 feet deep concrete ring seepage pit, was installed in 1974.
On Aug. 5 I fouhd the water depth in the s~epage pit to be 6o5 feet. Looking down
into the vent pipe I could see the waterlevel and measured it to be 18 inches
below the ground surface.
There is no question that the system has failed complete!y~ the pit is overflowing
and just ordinary water usage in your residence may cause the waste water to over-
flow the vent pipe and become dischs, rg~d on the ground surface.
The soil at your location is not the very best for soil absorption systems,
however if a system was put in according to the accepted practices, one should
expect it to work for at least ten years at the very minimum.
The Municipal Inspector noted in 1974 that the required gak gravel for backfill was
not on site when he inspected the installation. A possible expl~mation for the pre-
mature failure of the system may be that the gravel was not ~.~ut in as required.
It is my opinion that the problem with the system was evident last year and that
an adequacy test at that t~m~e would have identified it.
In order to meet the municipal health standards a seepage trench approximately
65 feet long, 9 feet deep and backfilled with 6 feet o~ clean gravel must be installed
to provide a system suitable for a three bedroom house~ This drain may be connected
to the existing pit or to,the septic tank, as long as it is 100 feet distant free]
any well. A construction permit must be obtained from the municipality.
'' -W; '- ' ~H~.~ Department of Environmental Ouality
~ ~ , ~ 3330 C Street
~' - Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME ~f~DIIE_~ ~/, ~T/'$
LOCATION
SEPTIC TANK:
DISTANCE NUMBER OF
FROM WELL ~/07'I~Y MANUFACTURER C~ ~.~ ~,~ MATERIAL ~?~'~ / COMPARTMENTS
INSIDE LENGTH -- INSIDE WIDTH ~ LIQUID DEPTH ~ LIQUID CAPACITY /~'~g~'~ GALLONS,
SEEPAGE PIT:
~ I'~~
NUMBER OF PITS ~, DIAMETER OR WIDTH /~ , LENGTH/~ ~, DEPTH ~ ~.~//~ ,
LINING MATERIAL ~IN~-.~ CRIB SIZE: DIAMETER DEPTH ~ DISTANdE FROM: WELL
TOTAL EFFECTIVE
BUILDING FOUNDATION ~)~, ABSORPTION AREA (WALL AREA)
ADDITIONAL ABSORPTION
NEAREST LOT LINE
//14'
.SQ. FT.
WELL: /~/~ T/W
TYPE CONSTRUCTION
BUILDING NEAREST NEAREST
FOUNDATION -- LOT LINE SEWER LINE
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
' DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCES:
INSTALLED BY: ~,~/~//7'/~ --~X'~.,
PIPE MATERIAL: ~' ~'g~
LOT SLOPE:
REMARKS: L/~/~"ga'~/ A/~T"
~."/' 73,~£ ~. g~.~l/
Form NO. EQ-031
DIAGRAM OF SYSTEM
N
DATE /~~ 3<:~ ~9 ~/ APPROVED
GReATEr ANChOrAGe ArEA BorouGH
DEPARTMENT Of ENVIRONmE:NTAL QUALITY
TELEPHONE: ;[74-455!
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION
LEGAL. DESCRIPTION
PHONE
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT , DRAIN FIELD OTHER
SOIL TEST RESULTS ~C~ / /~/A~ NOTE= THIS PERMIT IS NOT VALID WITHOUT BOIL T~T
COMPLETION DATE ANTICIPATED ~ ~ <~ ' ~ ~
FINAL iNSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT C~ ENV RONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE / ~)'~(~/'~-- TYP~ ] SEEPAGE AREA S'ZE TYPE
MINIMUM DISTANCES;, REQUIREMENTB
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE Pit
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE Pit ~ / DRAIN FIELD /~
SEPT[C TANK TO seePAGE Pit WALL /'~/
.5- ( ?~> /
~ELI TO SEPTIC TANK /~ / /~
SEPTIC TANK, /~ / ., SEEPAGE PIT /~ /-, DRAIN FIELD
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHOR AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAiD CODE.
CONSULTANTS. INC.
September 13, 1974
Clabo Construction
P. O. Box 3-4056
Anchorage, Alaska
99504
R & M No. 462080
Re: Test Hole and Soil Log Report for Sanitary System
Parcel 17B, T12N, R3W, Section 24, S.M.
Dear Mr. Clabo:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This investigation
was performed in accordance with your request of September 10, 1974, and
those procedures outlined in s letter dated September 13, 1971 by Mr. Rolf
Strickland of the Greater Anchorage Ares Borough Department of Environmental
Quality.
A single test hole was put down within the Section 24 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with a tractor-mounted backhoe and the
test hole was extended to a total depth of 13;0 feet below ground surface.
The final log prepared for the test hole has been included in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should
you have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R & M CONSULTANTS, INC.
JWR:rr
xc: GAAE
TH-1
9-10-74
ORGANICS
ORGANIC SILT
SILTY SANDY GRAVEL (GM) ~ ~'-
0.0I
1.0'
2.5'
SAND TRACE SILT (SP) / ?~'C)
4oOI
.. 5.0'
SANDY GRAVEL TRACE SILT (SW)
9,0~
SILTY SANDY GRAVEL (GM)
NOTE:
SAND TRACE SILT (SP)
NO WATER TABLE
Test hole excavated with tractor mounted backhoe
· 12.0~
13.0'
Jim Pitts Property
Log of Test Hole
Anchorage, Alaska
Engineering & Geological Coneultants Inc.
ANCHORAGE FAIRBANKS ALASKA dUNEAU
W.E.D. PaOU. NO. 462080 ~We NO.
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
MEMORANDUM
November ll, 1974
TO: Record
FROM: Robert~P. Neale F~
Environmental Control Officer
owner - James Pitts
SUBJECT: Parcel 17 B of T12NR3WW Section 24
Soil Sample- 163 - done by R & M
I accompanied the inspector to the site of a septic system applied for by
James L. Pitts. The soil sample on the application showed an average of
163 sq. ft. from 3' to 9' level. The system was designed in accordance with
the orginal soil sample taken by R & M. Engineering,
On October 29~ 1974 I removed a sample from the 2 1/2'to 4' to 6' and the 6'
and below levels. The results received from the G.A.A.B. soils lab showed
the 2 1/2' to 4' level to be 225 sq. ft., the 4' to 6" level to be 225/250 sq, ft.
and the 6' and beyond level to be between 250 sq. ft. and 300 sq. ft. the average
derived showed to be a marginal 250 sq. ft. average, from the 3' to 9' depth.
The second test results are much higher than the orginal soil sample. This
system although it passed final inspection will have a doubtful life span.
RPN: pj h
our sample shows m ...................
iiiiZZi iZiiiiii]i]
825 "1_" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIV,~N,
MAYOR
June 27,
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
1979 :. ~
James L. Pitts
Star Route A Box 2388P'
Anchorage, Alaska 99507
Subject: T12N R3W Section 24 Parcel 17B
Approval for your individual sewer and water facilities
will not be granted until the following items have been
completed:
(1)
The water analysis report be delivered to this office
from Chem Lab, 5633 B Street, for our review.
(2) The septic tank be pumped with a receipt submitted to
this office.
(3)
A percolation test be performed on the existing leaching
area. This will determine if the system is adequate
according to National Standards. A list of ~rivate firms
who perform the test is enclosed.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
CC:
Ruth La Bar
National Bank of Alaska
Pouch 7-025 99510
825 "L" S-I REEF
ANCHORAGE, ALASKA 99501
(907) 264 4i11
July 2, 1979
James Pitts
SRA Box 2388-P
Anchorage, Ak
99507
Subject~ Health Approval - Sewer & Water Facilities
T12N R3W S24 Parcel 17B
On July 2, 1979 you visited this department with an inquiry
as to adequacy testing a sewer system on property you wish
to sell and desire a health approval.
Adequacy testing is required on all sewer systems in use
over four years. You signed a statement documentating the
fact that although the sewer system was installed 10/30/74
and not used, due to no occupancy, for four years.
Ail matters are in order tQ this point however, upon my re-
searching the file a number of descrepancies became apparent,
namely~
1. Your application ~tated installation date summer
1976 when inspection reports date back to 10/74;
2. Your request for approval is for a three bedroom
single family dwelling, however, the on-site sewer
system was installed as a two bedroom maximum, re-
garding absorption ability. This installation
was inspected by myself on 10/74 and noted on the
inspection sheet with copies and sent to you
thai'the sewer system was designed and installed
for a two bedroom residence.
3. In the property file. is a memo by a department
employee who challenged the original soil test and
subsequently had the soils analyzed by the Municipal
Public Works Department. Findings revealed the soils
of poorer absorption than originally rated. (For
clarification, your sewer system is slightly larger
than a two bedroom minumum but less than a three
bedrocm rating.) '
page two <j
'Considering the aformentioned items this department will
process your request for health approval under the follow-
ing standard guidelines:
Upon receipt of a tank pumping receipt to document
maintenence wit~.n the last two years and your
water analysis report, this department would approve
a two(2)bedroom certificate;
If you desire a three(3) bedroom certificate, the
tank pumping receipt to document maintenence..within
the last two years and a satisfactory water analysis
report must be submitted. Additionally, the absorp- .
tion pit must be tested and shown satisfactory for
a three bedroom residence by department approved firms.
(For clairification, the absorption pit was designed
as a two bedroom, if you think its ability exceeds
the two bedroom design ability then an adequacy test
documenting this fact would be accepted by this depart-
ment.)
To summerize, you have two avenues open in gaining a health
approval of sewer and water facilities.
absorption pit is adequate
residence.
Sewer & Water'Supervisor
Acting Division Manager
Re-submit the request for a two bedroom residence;
Show via adequacy test that the under designed
for a three bedroom
cc: Burt Hall
MUNICIPALITY OF ANCHORAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF I:~ALTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL PP, O;'ECTION
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAl ENGINEERING DIVISION JUN 2 1 1,979
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER
;HRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing..
1. PROPERTY OWNER
.t qmEs L.
PHONE
3¢,k-/o'/~
PR OPERS'~_/j~. ~--~RESIDENT (IfL~Cdiffer'e'nt [~ ~/~-~ from above)
PHONE
PHONE
2. BUYER
MAI LING AD DR ESS
STREET LOCAT'ON/~/U~ ~"1- J (J??~'¢ /~?~'~,,~,'d
6, TYPE OF RESIDENCE
[~SING LE FAMILY
[] MULTIPLE FAMILY
7. WATER SUPPLY
E]J~' INDIVIDUAL*
[] COMMUNITY
[] PUBLIC UTI LITY
NUMBER OF BEDROOMS
/ [] /One [] Four [] Other
~.~ ,O/'l/~,Two [] Five
Thr~e [] Six
* ATTACH OG. A well log is required for all wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM --/'.<;~jM~/~'
~ ** **If individual/on-site, give installation date /?~
~ INDIVIDUAL/ON-SITE ' '
If system is over two (2) years old an adequacy test is required
[] PUBLIC UTILITY by this Department,
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSI.N./G.~'N//~xl~IATED.
THIS SiDE FOI~ OFFICIAL USE ONLY ,
DATE RECEIVED '
INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPECTOR INSPECTOR INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO E~ FOUR [] SIX
PERMIT NUMBER
2. WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTI LITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] iNDIVIDUAL/ON -SITE DATE INSTALLED
[]PUBLIC UTILITY ] ~) ~.~C~ ~'~ t~
Connection Verified
INSTALLER
[]Septic Tank or [] Holding Tank
Size:__/Od° If Tank is homemade SOl LS RATING
TOTAL ABSORPTION AREA MATERIAL ¢ ~ f ~ --
4, DISTANCESwELL TO: Septic/Holding Tank Absdrption Area
Nearest
Lot
Line
Absorption Area to nearest Lot Line
~ APPROVED FOR ~ BEDROOMS
[] CONDITIONAL APPROVAL (letter most ae~o~/pa~ cerdficete)
[~,,~'~APP ROVED
LEGAL DESCRIPTION
72-010 (Rev, 3/78)
,.~rqc Iu..re d \¥L
°/o Frac;ure
S~.aclf;c:z Hah
PA, · ! I,,._,-S
S~EVE
4'
PASS
C~.~¥ ?,~_!S:W_ m.'¢~__ _P,L,G,~:,~'~xl ~/¢~,¢LBS..J D,,Y N,mIuHT COA~ AGGREGATE
Lb~ %. % X% , ,' ~ Lbs. % % ,~,%' , TOTAE
_~__: ~ RaL Re!. _ Psss --No.4:A J Ret Ret , ~s. TNo. 4:B Grad.
PAN_
SPECIFIC GR~¢tTY AND' ABSORPTION
.oos l ' 'I
T 84
T85
C0~-~Rb~ AGGRc~AT=-
~Velght Sah~rated U~sh No.'
~b~ht in Air, Dry
Gain.in 24 Hours Can No.
Absorption
V/eiqht in
~'etqh~ H~O Disploce~
ATTERBERG LIMITS
'i,_,ah! Ca, n+,:Z' Sc;I'
~,~ oh, Con-~-ury Soil
\VeiahI of Wa!ar
¥,'eiqht Con+Dry Soil
\'/eTnht o,~ Con
SPE~
· LIM!T I Lr
,,,~ ,.hi o, Dr:/
Mo!s hdre,°/o
-ff
LiQUiD LIMIT
PLASTIC LIMIT (PL) -..
PLASTIC INDEX
Ctassif.;co!ion
% +lO-
% Gra:al
%Sand
_ % Clay
FSV
-~~~:~. i CLASS
¢~.~.,~._<_. LABORATORY TEST WORKSm.u_
. ,4',; .L ,-' ~., ; ,~ · f % ' l' : . '
-; , ' ',' ,' ~, ~ Prqjecf Number . t~~. Projecf NamE/ ~-~-~ lab No '
~%'L ::; f :~ .':'7~/' "Scrupled From ~~ '/~ . S~Jrce -~ ~ Depth -2 ~- -~
-~' Type o~ Maferi~l ....... - ~ - .
~ -,¢ ~¢~.~ A9g ~ ~F ~ tE ~S! E DRYWE1G~ %RET. o/oPASS S, EC.
! Tot~ ~%':. Dry /~ Lb.
i rR~¢ ~ Un~D PARTICLES ¢,
~ o/o Frezturo <. - ~" . ....... ~_ ~,~
~RY .... ~:,,~ FiNE AG~¢TE~LBS i DRY WEIGHT COARSc AGGREGATE LBS '
~ L .... Ye Ye X Ye ..... j _Los. ./~ -.Ye X.~o, , ,'IOTAL .
~u,,_V~ F .... Ret ' Poss -No.4:A · t Ret 'Ret *~s~ '+No.4~' ~md.
NO. 4~
. , 16.__
--. ~o~ ~7.~ ~.z ~, ~
/
/¢,
tT. o05 mm ATT:RB~RG LIMITS
Z 84 Ts5...... I LD~ -PLASTIC-
RNE AGGREGS~ . CO,A_ ~E _AGGREGATE
,, Js,,f Sofurated
~iaht in Air. Dry
Gain in 24 Hours
Dish No. J
Wefqhi in Wafer
Weigah.~..H~O Displdced
J
Can No
Absorofion,% Welt!hr Can-FW~ Soil J
Wt. of Dr}, Soil, VA ' ' ~-'C~¥'Q .--- Sp, Gr. J._ ... ) ,.
Specific Grav?_y_ of Sod-~ ~-~;~- ~. _ .
' DEI_ETERIO~RIAL -J L A . ABR~S O~
~J ~'-~4 I Diffi - /%Dd. lSoscs IAj-rotatWebhl
bha~e [ · j ~~9hf After
SCf~ ~r ficg!s J J' J j ~lg1~rerence
Coal & Liqnffe ' J J
Cla,C ~mps I I j . j _ DEGRADATION
_
LIQUID LIMIT (LL)
PLA,CT!C L!MIT (PL)
PLASTIC INDEX (PI
% +10
%+
% Grevel
% Stand
% Silt
Clay_
FSV
CLASS
,q~x ' ' :<:L. ABORATORY TEST WORKSHEET . .
' ~';,.~ ~, ~;%;::? ~, Projec~ Number . ~'¢~¢. Project Name .~ ". : Lub No ' '. I
[~?~ : ', ",:F ' Sampled Fram ~/ ~' S~Jrce ~¢~z Den~h ~ ~/ I
RET.
PASS
DRY WEIGHT COARSE AGGREG.EI'E LBS.
_Lbs. -% % X%, , ."-I'OTAL
Ret 'Ret. Pess '+No.4:B G~ad. A+Ig '
:1
O05mm ' t SPECIFIC GRAVITY AND ABSORPTION ~ Al-i-ERBERG LIMITS
d,,, :us~ ....... ~ WI - ~ ...... %tn_Al,. D, , B, ,
Cmn No.
Temp.,T in E ga',n in 24 Hours
Sp. G.:cf.¥,'~ter et T [~bsomfion,%
w,. r oo:4 ,¢,, ~r Soil,W2
Water
r, ct.=L~_T_R,Odo~ F ~ o ~,~,IcA--=,.R!,--,~ . I L.A..~RASION -I' ~ '
Del. 'S~scs. ,A Toro Weight
lC IOi---~ference
[ " D ES RA DTA]~[O'~
Weioht Can+W~ SM!
~:%[qht Can+Dw Soil
Weiqht of Wa, er
Weiqht Cue ,+Dry Soil
We!ohf of C-~n
Weiqht of DW Soil
J
Silt
Cloy
Fsv ':
Gre,~el
Sand
,_CLAS~ '.'
%
LIQUID LIMFF (LL)
PLACTIC L!M!T (PL} .-
PLAST?___~C INDEX ' ~ ' '-'-~ '
~ C!asslf[cmlion AASHO
f