HomeMy WebLinkAboutNEWTON LT 4Onsite File
ON MUNICIPALITY OF ANCHORAGE
t� On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
t
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 F.
http://www,muni.org/onsite
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On -Site Wastewater Disposal System hermit
Permit Number: OSP191047 Effective Date:
3115/2019
Work Type: SepticTank Upgrade Expiration Date:
3/14/2020
Tax Code Number: 05114420000
Site Legal Address: NEWTON LT 4 G:1258
Site Mailing Address: 20235 STEFFES ST, Chugiak
Owner: MARTIN HENRY P & CONNIE L Lot Size in Sq Ft:
11700
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms:
6
This permit is for the construction of:
❑ Disposal Field Cif Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received &
Issued By:
Date:
Date: j.
ON-SITE SEWERIWELL PERMIT APPLICATION
Parcel I.D. 051-144-20
Property owner(s) Henry & Connie Martin
Mailing address 486 Maribeth Loop, Deatsville, AL 36022
Site address 20235 Steffes Street
Day phone
Legal description (Sub'd., Block & Lot) Newton, Lot 4
Legal description (Township, Range & Section)
Lot Size 11,700 Sq. Ft. Number of Bedrooms 6
APPLICATION IS FOR:
APPLICATION 1S AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑
Initial ❑ Single Family (SF)
❑X
(w/wo ADU)
Septic Tank N
Upgrade 0
(D)
❑
Holding Tank ❑
RenewalDuplex
❑
Multiple Dwellings
❑
Privy ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES
A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the,,above information
is correct. I further certify that this is in accordance with
applicable Municipal Cods.
I
s
(Signature of p or perty owner or authorized agent)
Permit/Rush Fees: J 5 Waiver Fees:
Date of Payment: 3 5 , Date of Payment:
Receipt Number:...Q 1 3 89� Receipt Number:
Permit No.OS�1?l 0 q 74 7 Waiver No.
Permit App_ :• .....:c:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191047, Rebecca Carroll, 03/15/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191047, Rebecca Carroll, 03/15/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191047, Rebecca Carroll, 03/15/19
,,./ MUNICIPALITY OF ANCHORAGE ,~.~
- DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
MAI GI,N O A DD.R I~SS
DESCRIPTION
LOCATIO~
Well ~bsorpt~rea /
DISTANCE TO:
HONE ~'N EW
NO. OFBEDROOMS
Dwelli .~
Man ufactu r~ ~
L~.,c~y~)gallons IF HOMEMADE: Inside length Liquid depth
DISTANCE TO: Iwell · ! ¢ ~Dwe ng PERMITNO.
Manufacturer ,TV / ~'"'~ Material
DISTANCE TO: C
No. of line~
Top of tile to ~ gl~de
Length Width
Type of crib Crib diameter
Well
DISTANCE TO:
Depth
) depth
Building foundation
Driller
Sewer line
DISTANCE TO: Building foundation
PIPE MATERIALS
OTHER
RATING
INSTALLER
CCC 7.
I Rx~AR~s ~N
PERMIT NO. .
NO. of cor~pa~tl~ts /
Liquid capacity in gallons
N earesT~in ~, P E~ N~5~i~ ¢
th ~# inches Distance~wT~es
a~8 ~'!inches Total e~cw.~t~sorption area
PERMIT NO.
Total effective absorption area
Nearest lot line
IDistance to lot line PERMIT NO.
ISeptic tank Absorption
APPROVED
· ,i-~,~'L ~ 94,.' 7~.
Me. 14574~
72-013 (Rev. 3178)
91UNICIF'RLITY OF ANCHORAGE
DEF'R~THENT OF HEALTH AND EN',,,'IRF,NMENTRL PROTECTION
_..~E;~25 L STREET.. FINCHORAGE., RK 9.950±
264-472E~
PERM I T NO:
B, STE ISSUED:
RF'F'L I CANT:
¢~D[:,RESS:
CONTRCT F'HONE:
b--,fPl--S T TE
:.--,:4002t
~D2 -'29,-"F:4
CCC CONST.
;.:S&S ENG I NEER I NG
EAGLE RIVER.. RK
694-297'a
99507
LEGAL [:,ESF:R I P:
LOT SIZE:
f"lRk:: E',EDF.:OOMS:
SUE:DIVISION: NEHTON
SECTION: 95N TONNSHIF': ±SN
(SQ. FT, OR ACRES],
6
LOT: 4
F.:FINGE :. tH
· E:LI']CK:
LISTE[:, E:ELOH I::IRE THE OF'TIONS R',,,'AI'_.~,L.E-::'-rq~"r'FILI IN [:'ESIGNING "r'L-dJR SEF'TIC
_'::':":":-:t _t' ........
/ TF-:Ef-,tL_:IF--fl \ E:E[:. ~.,,1.[:,~:FII I ~-~
£:,EF'TH TO PIPE E:r~TTOM '::FT. /¥ 7'. E1 ~ 6 5 7 A
.. i_ .'~ 1., :: :
BR
*~': GRF'I'v'EL LEi',IGTH }. '7~ FT~I~F.:ES ~J.E~IF'LE RLINS (NoT EXL-:EEr)]'IqG 7~ FT. ERCH>
** TRI'.II< MUST HRVE RT LER~RRTI',IENTS
I C:ERTIF'¢ THRT:
1. I RH FRIdlLIRR HITH THE REQUIREHENTS FOR ON-SITE SEHERS RN[:' 14ELLS RS SET
FORTH B'¢ THE MUNICIPRLIT'¢ OF ANC'HO~.:RGE (MOA.'., AN[:, THE STATE OF RLFISKR.
2. I HILL INSTALL THE S'¢STEPI IN RC:CI]RDRNCE HITH ALL MOA CODES AND REGULRTICIN-
AND IN COHPLIRNCE WITH THE DESIGN CRITERIA OF THIS PERMIT.
~. I WILL ADHERE TO ALL MOA AND STATE OF RLRSKR REQUIREMENTS FOR THE SET BRE:~
DISTANCES FROM ANY EXISTING HELL, HRSTEHRTER DISPOSAL SYSTEM OR F'UBLIC
SENERAGE SYSTEM ON THIS OR RN'¢ ADJACENT-OR NERRE','¢ LOT.
4. I LINDERSTRND THAT THIS PERMIT IS VALID FOR R MRXIMUP~ OF .6 BEDROOMS AND
ANY ENLARGEMENT WILL REQUIRE AN R[:,DITIONRL PERMIT.
IF R LIFT STFtTION IS INSTRLLEC, IN RN RREFI COVEREC, E;¥ MOA BUILDING CODES,
/HEN 4t) 8N ELECTRICAL F'ERMIT AND INSPECTION [dUST BE OBTAINED; (2) RS-BLIILTS
WILL NOT. BE RPPRO~) HITHOLtT RN ELEE:TRIE:RL INSF'ECTION REF'ORT.~ RF,ID (Z) THE
ELEC:TRICRL HORt:~UZr~ DONE B'¢ FI LICENSED ELECTRICIAN.
co, s7 ................. : ...................
ISSUE[:, BY DR?E:
I
F:'E Fi:i"'i 'i2 T i"40 ·
E:,FiTE ]: :~;:~1..11E[:, ·
L.EGFIL_ [::,E~;CR ! F':
i. E 'T L::; Z 7Z E:
!'"! FI ;:.:: E: E D R 00 i"i '.5:
SI...!E~D I ',/I E; 1 ON: NE'."i.q'TON
f.SECT ! ON: E;~Si'.,I 'TOHNSF!:I: F': :25?4
,::S~:-]. F'T. OR
LOT: 4
F;:FIi",IG E:
E:LOCk:: NFl
L Z :E;TED E:[::':LOH FIi:;;:E 'T'HE Oi:::"T l OF,iS Ft'v'l::l i LFiE:LE TO '.,.' "Z. :[ t'.,l I:::,E'Z.]; I C'iN l NG './'.'..:,;: SEPT
:.,v.: Ih. Il ..... I ,...,U...,!:. THE OF'T:i:CiN ]'HRT ~"F"' .....
· r::,.:..:, J F I 'T:i'~; 'T~OI..ti:;~: ~; ~
DE':F:".,'F.ki ]"0 PIF:'E E:O'TTOi"~: ':;i:::'T. >
GRFI'VEL. [)EF'TFI (:F'"F. ::,
TOTFiL DEF'T!-..I (F:'T.
GRFtVEL. H:[D]"H ,::F'T'. ::,
G.~'.I=IVEL L.Ei]'.,iGTH ,::F'T.
GRF:I',,,'EL ',,,'OLLIh'!E (:(.'::LI:
TFINK '.F.,tZE ,:.'GFII....:~.:;)
SOIL RRTING (::!/,,~.:.!. FT. /E',F.'.
"T' F.4:: l,r_':::._:; Ih',~ C:::: ?"~I EE~ EF-'" E::~ tt..4 _E:::" F.4:: IF::~ ][ 11"-41
7'.0 ~!i;. ~'; '.7". E'~
4. 0 '0. 5 ::t,,. 0
ii. 0 ';::'. 0 8. 0
;;:-'. 5 2q.. 0 5. 0
f4~,::t.. 0 ,+:* 4'7. 0 1."::::2. 0 :+::+:
2.':9. ::L 4:t. 7 36. 6
% 7!1!1;0. 0 *:+: ::t..., '758. 0 :+::+: ::i.., .7.-'58. 0 :+::+:
125 125 125
:+:?~': GI:;:F:I',,,'EL. !. FI'-tGTI-.-! }. ';.?~::; FT. REL.::¢..IZF:E:.~:'; i','l LT::F'L.E E'. 1'.,t':2 (IqO]" E::':iC:EEE:,ZNG 75 F:T. ERCH',
:+::'~.: TF!I'.,!!< i'ILl':'?!' Hf::i:,,,:E 1::i"I" i....EI:::IS;T TH'" CO!'iF'FII:~:THENT'.5
I CERT:[F"r' THFiT '
IF F! L. iF"I" '..STFI"i"ION I:~2; !I'.,i2;",r'p'}LLEI:) il'-,l FIN FIREFt. CO'¢ERED 8'¥' MOR BLIIL.[::,ING CODE~;.,
THEN (i.) F11I'.,I EI....EE:TRIE:RL. PERMIT FIN[.'.', INBF-"ECTIOi'-,I MUST BE OE:TR!NED.; (2) t:':I2;-BU!LT':L5
HILL. NOT E:E: RPPF-: Hi'THOUT FIN ELE'CTR]:Ci::iL INSPECTi'ON .F::EF'OF::T.= RF,I[:, ,::3::, THE
ELECT?;;: I CFiI... I.:3'.-r' R L :'[ CEN:F.;E[) ELECTR I C: t [:iN.
:~'; l
RF'PL I Cf:tNT': 'i".
]; SSIJE[:,
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
~ SOILS LOG
[] PERCOLATION
TEST
1
2
3
4
5
6
7
8
9
10
11
12
13-
14
15
16
17
18
19
2O
COMMENTS
PERFORMED BY:
72-008 (6179)
SLOPE
SITE PLAN
E
IF YES, AT WHAT
DEPTH?
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE ~ /~ (minutes/inch)
TEST RUN BETWEEN FT AND -- FT
January 5, 1978
Gary Itumphry
Post office Box 161
Eagle River, Alaska 99577
Subject: Lot 4 Newton Subdivision
Permit ~77763
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal ordinance.
If you have drilled the well, a well loq should be sent
to this department to document the installation date.
If there are any further questions, please contact this
office at 264-4720.
Sincerely~
Health and Environmental Protection
Sewer and Water Section
F ILP..I 1.[ I NCI.
~ RPP* 1 [.:FIN I'
i.,..O C F:I"I' .11 ON
L EL]ilZlL
diFIR"r' HL.IHF~HR'.r'
NEI.,.H-ON [:,R ~'v'E
LOT 4 NEL,J'lr'I/.]I'-,I:.,I..IE," '
P.O. E';;:-:: :L6::L E. R.
L. Of SIZE
6'B: 4994
'.l.:'J. 70P_.I SL'.)I..FIR.F.: FEET
i'IFI::*::If"Ii. JM IqUI"IE)ER t)F BE[:,RCIOMS = 4
I'I-IE [;.:EI~U i RI::Z:, .5; 1 ZE OF "IHE 5;01L FIE~:SC~I4~PT l ON.:,~..'., I Ltl'-' ':"":" i S :
r'l'l'-I~:~ LI.ENGIFH L:, i f'IEi'.ISS :1' Ol'-J 1 5; "I-FIE L. ENI3r'f H ( i N FEE'f ) OF' 'FH~ II-F~:[:F~I~:[~ I]lF~j DRFI I NFi ELI:'.
I'HE L:,EPI'I~ OF FI "I'RENCH OR PIT iS THE [. I=,IHNLEE,E .......... IHE. EN THE SI..I[~F~CE OF f'Fib:
G~'I"IIJNL) FINE) I'HE EI]"i'T:]H ()F 'f'FtE E::'~:IgCFI'I't':I'.J (IN FEET).
THE:RE .I:S NU .:.El HIE:,i'H F..F~ RE.N..HEb
IHE 3Fe.~',,,'EI.. [:,EF"tH IS THE P't~N[MLIM [:,EF'TFI OF C~R[~VEL. ISEf'I4EEN "IHE OUTFFILI... P~F'E
FIN[:, "IHE BCFi"IOM OF '1HE E)~CFI',/NT[ON ( ZN F'EEI')."
;H Pf~CKFIGE PLFINT' MFI'¢ Ei:E INS'I'FiLL. ED FIT THE PERMITTEE."S OF:'TION SUB,)EC'I" TO T'HE
i-:OLLOW i NG CONDI1 IONS:
:L EiT'HER I-~ CLFISS I OR Il NSF' RPPROVEI;) PLFINT M~'~'?' BE INS;T'F4LL. EL:,.
2. FI L:ONI'iNLIOUS MFIINTENRNCE FIL~REEMENf IS, REC41.JIRE[:,. iF' PI MP~IN'I'ENF~NCE
M~REEMEN'I IS NOI" KEPT CURI-:,'ENI' '-r'OU MFI'T' BE REQLI :[ RE[:, TO ENLF]RL~E I'HE '..':;OIL.
FIBSI)I';~tPTION S"FS]EM FtNI),..'C~R 'T'OU MFI'¥' BE SUBJ'EC'I TO PROSECU1'ION.
i BIRCKF'iL.LINCi OF' FINY S'¢STE:M H:[1rHOLt'I'' F'INFIL INSPECTION FIND FIPPROVFIL E;'¢ THiS
L:,EPFIRIT,1ENf 14J:L[... E:E SUB.f ECl' TO PROSEC:UT'ION.
MINIMUM [..l.:,l-.Ii'4..E E:ETI.,.IEEN FI WELl._ FIN[:, laN'?' ;:N-SITE Sl::.lJHbb.
:LI-J:IO FI.--':EI' FOR F:I F:'F41VHTE HELL []IR 21~I¢ FEET I::'OR Ft PUBLIC HELL
14ELL LOGS FIRIE RE6!UIRE[:, FIN[:, MUS"f' DE REf'URNED 'TO THE [:,EF-'FIRI"MENT !4ITPIZN 2i:E4
OF' I'HE HELL CL)MPLETION.
t-~ I'HER REt;4U :1: REi"IEN 'I'S MFl'-r' BPPL.'¥'. SPEC l F I CFIT I O1'4S liN[) CONSTRUC'f'I CIN D I FIC. iRFIHS FIRE
HVFIiLFIBLE I'O INSLIRE PROPER INSTI":ILLR]'ION.
I CEI:,~.T ]: P"?' 'f'HF:Ft:
:]..: i FIP'I I':Ri"'IILIFit:,':~ WITH 'iFIE P..EL;!UIREHENf'5; 'Ft)I';~: ON-SITE SEWER:L'; I~I"',ID HELLS FIS; SE'I'
P'ON'IH B'¢ I"HE I"IUI'q:[CIPI~ILI'i'-? OF F:INCH[)RFIGE.
2: ]: HILL .INSI'F:ILL. THE S'¢S';TEM IN FiCCORDlaNCE WITrH THE CODES.
5:: i I..INDERST'FIN[:, "I"HFIT I'HE ON-SITE 2;EHER S'¢S'i'EM I'tFI'¢ F,'E[P. LI[RE ENLFIRGEMEN'I '-.I.F ]'FIE
P.:ESIE:,ENCE ]:5; REMUDELE[:, fO 1NCI¢.LIDE MORE THFiN 4 BEDRCK]HS.
Lo'- J I'.:i~',~l "[ *_-' - m .*' : .............................. ~,~ ..~.~,..z- ' ..-~
?. ...............................
July 14, 1977
R&M No. 751194
Gary Humphrey
P.O. Box 161
Eagle River, Alaska 99577
Subject: Soil Investigation for Sanitary Sewer System, Lots 4 and 5
Newton Subdivision, Peters Creek, Alaska
Dear Mr. Humphrey:
At your request of July 11, 1977, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the
subject lot. The investigation complied with those procedures.required
by the Municipality of Anchorage, Department of Health and Environmental
Protection.
This investigation, which was accomplished on July 11, 1977, consisted
of two test holes each excavated to a depth 12 feet below the existing
ground surface. The test holes were sited according to your instructions
and their locations are shown in attached Drawings A-01 and A-02.
Excavation was accomplished with a backhoe. Samples were taken at the
depths shown on the soils logs in Drawings A-01 and A-02. The samples
will be held in storage at our lab for approximately six months. In
addition, all material excavated was monitored by an experienced engineer-
ing geologist.
The topography at the excavation site is generally horizontal. At the
time of the investigation the site had been stripped of original vegeta-
tion. The top of the test holes were located at original ground surface.
The soils encountered in the excavations are shown in the test hole logs
in Drawings A-01 and A-02. The symbols used in Drawings A-0t and A-02
are explained in Drawings B-01 and B-02. These logs display specific
conditions encountered at the test locations. However, subsurface
conditions may vary in other parts of the lots without any apparent
surficial evidence of the change. Groundwater was not encountered in
either excavation. Bedrock was not encountered. At the time the holes
~ere excavated seasonal frost was not present. Permafrost was not
'encountered.
Based on the visual classification of the soil and the requirements set
forth by the Municipality of Anchorage, a percolation test is not necessary
within the test holes on the subject lots provided that the lower strata
of well graded gravels be utilized for system burial.
July 19, 1977 R & M No. 751194
Mr. Gary Humphrey
P'.O. Box 161
Eagle River, Alaska 99577
Re: Soils Investigation for Sanitary Sewer System
Dear Mr. Humphrey:
The following is our invoice for professional services rendered on the
referenced project.
Invoice No. 751194-1
Professional Services Rendered July 11, 1977 through July 13, 1977
Soils Investigation for Sanitary Sewer System
Peters Creek, Alaska
Professional Services
Senior Geologist 1
Staff Geologist 2
Staff Geologist 1
Draftsman
Incurred Expenses
1.0 hours @ $35.00
1.5 hours @ $26.75
.5 hours @ $23.50
l'.g hours @ $20.50
Subtotal Professional Services
$ 35.00
40.13
11.75
20.50
$107.38
Mileage 76 miles @ $.25 $ 19.00
Subtotal Incurred Expenses $ 19.00
Total Invoice No. 751194-1 $126.38
Please note our invoice number on your remittance. Should your have any
questions concerning this invoice, please contact me or the Project Maqager,
Mr. Gary Smith.
Thank you.
R & M CONSULTANTS, INC.
C. G. 'Siver
Anchorage Business Manager
CGS/mrb
July 14, 1977
Mr. Humphrey:
Page -2-
We appreciate this opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can be of
additional service.
Very truly yours,
R'& M CONSULT~qTS, INC.
Jeffrey M. Ayres
Staff Geologist
gld
Attachments: Drawings A-01, B-01, B-02
5' Lot 5
]
~0' I
100'
Not to Scale
Distances shown are approximate
and have not been measured by
survey methods.
130'
Hole
1"=3'
GRAVELLY SAND w/ SO~-IE
SILT (SM)
Brown
GRAVEL w/ SO~ SAND,
COBBLES (0;)
Brown, Dry, Dense
SILT w/ SO~E SAND (~L)
Brown, Slightly Moist,
Dense
4.5
0!
2I
8!
GRAVEL w/ SO~ SAND,
COBBLES, OCCASIONAL
BOULDERS (~I)
Brown, Dense, Slightly Moist
12~T.D
This log represents subsurface soil
conditions within the backhoe
trench at the location shown.
See Drawings B-01 and B-02 for
explanation of symbols.
~: ~oe ~bo'~eJ LLLLLLLLLLLLLLLLLLL~
GRID:
TRENCH LOG AND
LOCATION DIAGk~{
GARY HUMPHREY
T
30'
I
~_25~
I
Lot 4
Not to Scale.
Distances shown are approximate
and have not been measured by
survey methods.
Hole #2
1,,=3,
0!
GRAVELLY SA~D w/ SObtE SILT
(SM)
Slightly Moist, Medium Dense
2'
GRAVEL w/ SOP,~ SA~]D,
COBBLES (~)
Brown, Dry, Dense
SANDY SILT (~)
Brown, Moist, Dense
7.5I
GRAVEL w/ SO~ SAND (~)
Brown, Slightly Moist,
Dense
12'T.D.
This log represents subsurface soil
conditions within the backhoe trench at
the location shown.
See Drawings B-01 and B-02 for
explanation of symbols.
TRENCH LOG AND
LOCATION
DIAGRAM - GARY HUMPHREY
SOILS ~j,'
CLASSIUICATION~ CONSISTENCE' AND SY~IBOLS
CLASSIFICATION: Identification and classification of the soil is accomplished in
accordance with the Unified Soil Classification System. Normally, the grain size
distribution determines classification of the soil. The so:d is defined according to
major and minor constituents with the minor elements serving as modifiers oE the
major elements. For cohesive soils, the clay becomes the principal noun with the ·
other major soil constituents used as mod{fief; i.e. silty clay, when the clay particles
are such that the clay dominates soil properties. ?,Iinor soil constituents may he
added to the classifiicat{on breakdown in accordance with the particle size proportion
· listed below; i.e. sandy slit w/some gravel, trace clay.
no call - 0 - B% trace - 3 - t2[~ some - 13 - 30%
SOIL CONSISTENCY - CRITERIA: Soil consistency as defined below and determined
by normal field and laboratory methods appl{as only to non-frozen mater{al. For
these materials, the influence of such factors as soll structure, i.e. fissure
systems, shrinkage cracks, slickensides, 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 soi!s may vary slgn{ficantly and
unexplainably with ice content, thermal regime and soil type.
Cohesionless Cohesive
N*~lows/ft) Relative Density
Loose 0 - l0 0 to 40~
Medium Dense 10- ~0 40 to ?0%
Dense 30- 60 Y0 to 909~
Very Dense - 60 90 to t00~{
*Stand.~d Penetration "N": Blows per foot of
a 140-pound hammer falling ~0 inches on a
2-{nch OD split-spoon except where noted.
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 S'Y B'IB OL S
WO: Wash Out WD:
WL: Water Level BCR:
WCh Wet Cave In ACh:
DCI: Dry Cave tn AB:
WS: W]~ Lie Sampling TD:
%q~ile Drilling
Before Casing Removal
After Casing Removal
After Boring
Total Depth
Note: Water levels {ndlcated on the boring logs are the levels measured in the
boring at the times indica[ed. In pervious unfrozen soils, the indicated elevations
are considered to represent actual ground water conditions. In irapervious and
frozen soils, accurate determinations of ground water elevations cannot be obtained
Within a limited period of observation and other evidence· on ground water elevations
.a~d cond{tlons are required.
CONSULTANTS, INC.
GENERAL NOTES
I (F s N/A
STANDARD SYMBOLS
~ ORGANIC MATERIAL ~
COBBLES & BOULDERS
CONGLOMERATE
SANDSTONE
MUDSTONE
LIMESTONE
IGNEOUS ROCK
METAMORPHIC ROCK
ICE, MASSIVE
ICE -SILT
ORGANIC SILT
SANDY SILT
SILT GRADING TO
SANDY SILT
SANDY GRAVEL,
SCATTERED COBBLES
(ROCK FRAGMENTS)
INTERLAYERED SAND
8~ SANDY GRAVEL
SILTY CLAY w/TR. SAND
SAMPLER TYPE SYMBOLS
St ..... 1.4"
Ss ..... 1.4"
s~ ..... 2.5"
Sh..~ . . 2.5"
Sx ..... 2.0"
Sz ..... 1.4"
Sp ..... 2.5"
Hs ..... 1.4"
SPLIT SPOON
SPLIT SPOON
SPLIT SPOON
SPLIT SPOON
SPLIT SPOON
SPLIT SPOON
SPLIT SPOON,
SPLIT SPOON
WITH 47-7~ HAMMER
WITH 140~:~ HAMMER
WITH 140~ HAMMER
WITH :340~ HAMMER
WITH 140~ HAMMER
WITH 340~ HAMMER
PUSHED
DRIVEN WITH AIR HAMMER
HI ..... 2.5" SPLIT SPOON DRIVEN WITH AIR HAMMER
NOTE: SAMPLER TYPES ARE
SAMPLE DEPTH.
Ts .... SHELBY TUBE
Tm .... MODIFIED SHELBY 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
EITHER NOTED ABOVE THE BORING LOG OR ADJACENT TO IT AT THE RESPECTIVE
:EDW ~',~' L.D. S~
G.L.B.
FEB. 1972
TYPICAL BORING LOG
BOP. lNG NU/Y/£EI?-.NT. H' 30-15
DATE .DI?ILLEO-.-~.iO- 21- 70
SAI/PLEP TYPE.%
Ss
VIA TEl?
Ss
FI?OZEN
Cd
Elev. 274.6 .~- E'LEI/AT'/ON /N FEET
All Samples Ss,~'FAMPLEI? TYRE
O'
ORGANIC MATERIAL I'
Consid. Visible Ice ICE+ML
ICE -SILT
Estimate 65% Visible Ice
90, s6.2%. /srl?ArA 7qHANGE
SANDY SI LT
~./.APPI?OXIfdATE STl?ATA CHANGE
12'
Little toNoVisible Ice 13L30' Vx ~ IC~, DESCI?IPTION ,~ CLASSIF/CATION
7 2, 57.1 °Jo, 85.9 pcf, 28°, GP (COl?°S OF ENGINEEI?S METHOD)
~ ~ ~,. ~. '~' U>/IF/ED OFt FAA CLASSIF/CATION
~ ~ ~ --TEMPEI?ATUI?E,, °F
~ ~ -- DFtY DENSITY
\--kYATEI? CONTENT
B£O~VS/FOO T
· SAMPLE
SANDY GRAVEL
95 SCHIST ~ GENEl?ALIZED SOIl OR I?OCI< DESCI?IPTION
LOCATION ~0 ' -~--- DRILL DEPTH
~ ~YO.-WHILE DI?ILLING, A.B-AFTEI? BOI?ING
EXPLANATION
OF
SELECTED SYMBOLS
'lrr. e. N/A
IIGRID N/A
IFRO .NO ENERA.