HomeMy WebLinkAboutROEHL S-6702
~,~UNICIPALITY OF ANCHORAGE /~
Department ,f Health & Environmental ~otection
Environmental Health Division
Case Review Worksheet
Case Number It Date Received
,
Subdivision or Project Title:
( ) Public water available
( ) Community water available
c°mments ~ , _~/i~
( ) Public sewer available
-----N :. i*_ ,; - ' , - d_.._~sc, 9~(P)--
50
/
~ u_134.92- ~65.~- 165.~
- o ' "
N r .... N 0 05 36 W - 629.92
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oo
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o~ I ~ m m
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~ ~ '~l'~- · I. ~ ~' ' ..~
i ~ ~ I ~ ~
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GEOLOGIC SOIL INVESTIGATION
OF
LOTS 1-4 AND TRACT A
ROEHL SUBDIVISION
PREPARED BY:
DOWLING & ASSOCIATES
804 E. 15th Ave. Suite 2
Anchorage, Alaska 99501
December, 1982
$6702 FEB ~19~
CONTENTS
CONCLUSIONS
INTRODUCTION
SITE DESCRIPTION
SUB-SURFACE SOILS
SOILS LOGS
ATTACHMENT A, SITE MAP
ATTACHMENT B, SUPPLEMENTAL INFORMATION
FIGURE l, SOILS CLASSIFICATION
FIGURE 2, EXAMPLE SYSTEM
1
2
3
4
5
9-A
10
11
12
CONCLUSIONS
Based on the findings of our field investigation this area
appears to be very suitable for on-site'septage disposal
having minimal drain field constructed substantially in
accordance with the system shown attached.
The materials encountered Jn the author's opinion, should
not require drain fields of any substantial nature.
Our findings indicate that separation of the field and
groundwater table will be no problem since no ground water
was encountered to depths of 16 to 20 feet.
In the author's opinion, based on experience and the field
investigation, this site is suitable for a subdivision with
lots not smaller than 40,000 square feet (state requirement
and within the peramiters of the zoning requirement.
This subdivision has been designed in such a manner as to
provide a minimum of 20,000 square feet of area usable
for on-site wastewater disposal systems.
It should be recognized that there is a layer of hardpan
sandy silt on top of a layer of boulders. This layer of
boulders sets on very porus gravelly sand where the septic
system should be located.
It should bi stressed at this point that although the test
holes are felt to be representative, variations in soils
may occur from lot to lot and uphill from test holes
which will affect the design of individual septic systems.
Therefore, the soil conditions should be examined on the
specific field site before sizing the system. On-site
disposal systems in this area should be designed and in-
stalled by qualified individuals or firms with the field
sized for the particular building type and water use
anticipated by the owner.
INTRODUCTION
This report is the result of a field investigation on
S½ SE¼ SE¼ Section 3, T11N, R3W, S.M.; hereinafter called
Roehl Subdivision.
This site is bordered by subdivided lands of Ranson Ridge
Subdivision to the north, Pennington Park to'the south and
Loma Eastates on the west. ,
The site is planned for 4-1.25 acre lots and one 15 acre
tract. On-site water supply and waste water disposal sys-
tems will be utilized on the lots. Further investigation
will be accomplished on the tract when further subdivided.
The purpose of the report is to define the sub-surface soil
conditions and ground water elevation in order to assess
the suitability of the site for individual waste water
disposal systems.
SITE DESCRIPTION
The site is located south along 'Goldenview Drive and west
along 172nd Avenue. The area is terraced with intervening
steep slopes. A stream flows through the parcel .to,be
designated Tract A~ The entire area of subdivision has
been scalped of most of the larger trees (propably for fire-
wood) and areas have been cleared at random. Some oldworn
out buildings still remain in place over some of the area.
SUB-SURFACE SOILS
Four test holes were dug: using a 5" anger. The hole
locations are as shown on Attachment A,
No ground water was encountered in anyof the holes.
Depths of the holes are from 15 to 20 feet.
The area where the lots are to be subdivided (west 5 acres)
predominently has a layer of sandy silt on top of a layer of
boulders. The material below the boulders is extremely good
for septic systems. If any system is to be constructed with-
in the top layer of sandy silt, a percolation test must be
performed. ,
Method Used
Fi~ id P~rty
Wealher
' Ground ~Voter Toble '
DaleDepth in Ft~ '.i".:, ,' /
Time . . 0 ~ ~
...... ' ' : , · , . ,., ' ~' ' ' - ' , ' ~, ', ,, ' ,,', ,i ,", ,';" ' ' ~" ' ,
'; _ '-' .'~:~;'~.,~.""~.'"""'.'" '" , ' ..,' ':; ~ol~ ~'.'."::"'" ":" '": ' '~"'"" ....
/~'~ U~' : "'t /~r:. ~.~ ''-," '~ ", .:: '"' ' -
~ - /..' .' S ~ ' . ...... ' ~' '
"-~-Z~t,~ "7¢ ~'~'~"~. DO~LZNG & ASSOCIATE.. .- .'s~eet~~ '. '~ ', of': ' ~ ' ,.
'1~ ~,.,~ ~ .' "- ~"' ' , '. . ~ " '.:",T,". '/.' · . ' ~, .. .:v ~. ~ .
... . . ~: _: ~,.~~....,.:. ~ng/neers ~ ~urveyors ,..%~:.:;.~.. Total ~h.'.' '
~ Na. : ~./),. ~ ~'¢..%~ ..... , ·., .',.,, '. ;:~,,, . .' :'. , . . '.
.
Ground
;amp/lng
'" ' ' ' Soil type, cola6 lext#te~ · '~,'", ~'~, _~"; 'j'~:~. ,',;'.~, [:"~':~,,, ..' '?'", ,.'~',, :',,::':.::., 5.~:.
l ,',:, ' ~ . ~'lim~ted poth'cl~ ~'z~ ~ ~ ~ ' '.,:' , ~ .... ~ ' ',q,'~ '~ '~. ' ,". ", .",
, , ~ ' ~ ~ ' . .:,.,...'....., .:...,.,,,.~,.~' ~' ,,,.... .... ..
, · sampler drlWng 6otes~ ' .~ I -~ ~ ' t' :' "',' ;,;; ', ......... '," ' ~' "."'"~ '"
· '~ ~ ~ ~ ~,' ? ~ ~ depths el?cu/~/ion lost, .," ~ ~ . . ?,',, ,., .... , ':,, ,.:',..~ ;': '..,,' ', % 74'.'..,,,,;, '
· ~ ~ ~ ,' ~ . ~' ~" ~ ~//~, u~d, etc. '. ,,'.~ .', ,.':':~',:,.':.,"~'~..':" 'x'.."~"~.~,~ ,:,.~.,,.',,. ',,".".;.':'" .....
, Vegelotion; .... '. , ' ,t~, ~,"",,~:"~,~,;~",',z "" ,',.~,'?',,~:,'"' ," '.".:;"",': ,~",",'~
~ ~ ~ ~ - . ,.,.~~ ~ ~.. ,
., ,:~.. ' ' ""~',~ ,, ., ,~..,. ' .,.. ',~.
..:...,.,, .., . ..... ..... .........,.. ..
~-' '~ -:' '~'":'"r~ ': ~"~' " '..: . .... ~.," . ..'..,; .... ;'..,...' '.u ' '
: ~ .',, ~',,'.. ~ ,,' ·. ,, ..,., , ...... ~ .....
.~.,~-~ ~ ~ .,,,,.,'.,.' ,,, ,. . .. ,
....,__, , ,,..,," --, ~- ,, ::~. ~,. ,. , ,,' ,,, ,. ,, .~':. .... .... ,:..,,,:,. ,.~.....
,., ~-- ~ ~ , , ,.,...,.; ~ .. ~ · : ~ , ~,;'~ ~. . ,.,
I i .... .' ~ ' ' ' " .... '"', ' , ' '. "d,,'~J"" ,~ "','
, ~, : ~" ~', : ~j ' ''
,-. ,.,~ _ /~ .:' .... ......,..... ,.
~ .~ , , ..... .....,,.
~~. "
~.. .- , ... . . .';~' / .
.... ~; -,/ '~'-/ , "
:Z ....... . ,'.," ' .......
_ : . ...... ...,,,, ....
- '.~'~ ..... ~'~.h ".'"'." ':'"
- ~ " 0~. ~.~i~ . . .,~':~, ... ....... .:'.'..'...
~; . .... . .... .,,... ~: .......
~ ' ~ . . .,..;, ,~. ~,~:.,,., .....~ 7' i ",~*¢:5'~;.:;~ ~::~. '.; r;" ,' '" .'vT,. "'2' : ,.~
· .:,. ,~ ~:," ~.~. ,...~:'.:"'~: .~. .... :.: ..:
- 8- r-.,... . .-. [.. :.,... , ,.. .......... ' ....... ',
,. ~ ~ ' .... :... .
. ._.,._ ... ..................
_~ .... , ~ ....:...' ......... :.... :: '.,.' . '%
F.~ zo"-~., ... : '. ..,, ,,. , .......
'~ ~ ,, . , . : . , ,', ~,','.,r~'.,.:, ...~.. ::: .... .,, , ..:' ' '.' .' '
~1' , 1~'- = · .' " r ' ' ·
_ ~, _ ~.,~ ...: ,' .
..... ',.(,::,,i .,'.' .,,. ,,; ,..':,.:
~' ,,~.,, ~ ', ,~.,': ......... , , ,.1 . ,,., . ,. . :,. , .... . ....
12- '-o~:'...' . ..' , .~ ~' .' ' ......
, . . ., . .:~;...~"~.' ·. ,'~ ,.,, .., ..
.... 14:: :,:~. ~ "~''' ~;''':'' ..r, . .v:
-.~ ' '~. ~..~~ .... '...
..... ~,-- ~.,~., ZZ:~--~'. ~ ~ ~.....,,... ".'
r~
WES T
..
Tost Hole Lo9 - Description
soil descriptions shown un she h~gs are thc best estimate of thc ~oil's
logs uClen include thc following items:
~___..pd~ Interval - usually shown to 0.1 foot, within that zone no
si~nifn, ant charlge m soil type was ob~rvcd through drill action, dacct
ob~fvation t)r sampling.
Fros~ Cl~sslficacion - NFS, Fl, F2~ F3. F4, ~c* "So~ CBssificaHon
Texlure o£S.il . An engineering classification of the soils by particle
and I)rL)purllof), see "Soil t,:l,a';sifltatiun Chart", note thc
d_.~r~:, .. oe hide ,,,pparent :.urface moisture,
LW, NP, M% o* dil~ency.)
tn*at~r~ ~.'~lh .r wtshout a hnc (~actton. dcr~ved fiom drilling actton
and/or ~amph: data; usually described as: very loose, loose, medium
dense, very dcn~c, G~neral lfHcnL is tO port[ay c~thwork
Stiffness- rcfe~'s to more-or.less cohesive soil} and fincgrained sillso(
~7-szlt g~uups. Decreed from drill actzon and/or sample data, Very
· ofl. soft. stiff, very slilf and hard arc commonly geed Ictms.
P*Hicl~' size -. The largest particle seL'overcd by the split spoon is
~..~"',' .Shelby tube 3", auger fltght~ {minute.man) 2", Auger flights
{~50 hollow ~iem} 6"-8". Larger partide~ aft described ind=ccdy by
Action o( thc dr~ling ~nd arc ~cfe~red to ~)'cobblc*, Y' to 8", c~r
bould~ 8"*. There(ore when reviewing tl~c gradaHun sheet*, ir any,
the description on th~ hole log must be considered for an indication of
Unified Soil Classific.tt~on - This is a two letter code. See Unified
~l~ca(ion *h¢ct lot tutthcr dcfmition, ln some casesAASHO and/or
Atlerberg Limitt - uuful for fine sr~ined and otbes plastic soils.
P_l; nattual moistu~'e content believed to be less than plastic Limit
Pi.*; natural moist~Jr¢ content believed to be between pla*tic and liquid
L..__~; nastua] moisture content belie~d to be geealer than liquid Imm
. N_.P.: non. pla.it, useful ~ a modifyina description o( some silty
mat~rhls.
Rock flour - finely ground soil that is nut plastic but ofltcrwise appears
~ clayey silt.
Organic Conten! - usually described a* Pea~, PT, sometimes incl~der
3iscrete particles such as wood, coal, etc. as a modifier to an inorganic
soil. Quantity described ,~sl trace, or an estimate of volume, ut,
or all o*ganic, - as Peat, This may include tundra, muskeg an~ bog
material.
Muck - a modifies used ro describe very soft, scmi.orga,sic deposils
u~u-"~a y occuring below a peat deposit.
Amorphus peat -. organic particles nearly or fully disin£egrated,
Fibrous Peat - organic particles mute-or-less intact,
Bottom of Tcstho}e - mcludis Iasc sample interval,
Frost Line - seasonal frost depth as described by drilling action and/or
sarnples at the ti[nc of drilling,
Frozen Ground - other lhan frost linc. described by samples, usually
~'t'~-~rqn ion of ice content, often will include mod flied Umfied
Classification for frozen soils - this is a special case related to
permafrost studies.
Free Water Level - The tree water levcl noted during drilling. This
not neces~.ardy cite stattc water table at the time 9f drilling or at other
soils requires observation wells or piezometce installations, used only
special cases.
~Blow/6" - '/'be number of blows of a ] 40 wc~ht free falling aW' to
advance a 2" split spoon 6"; the number of blows for a 12" advance is,
by dc(inidon, die standard penetration,
,4% - natural moisture content of the soil sample, usually not
~ormed on clean sand, or gravels below the water table,
~.b_P, r~"e~rs to 2" split spoon driven into the soil by 140 pound
weight, a disturbed sample,
~, thin wall tube. "She}by" used to obtain undisturbed samples
of fine grained soil,
~,*'grab" disturhed sample from auger flightsorwalIo/trench.
..~, cul sample, undisturbed sample (rom wall of trcnch.
Dry S~ren~tl~ - a useful indicator of a soil's clayey fraction, N-None.
L-Low, M ~Mcdium, Iq-High
- The ~mples are placed into apparently simdar groups based
or and texture and are arbilrarily assigned a group letter, Further
disturbed ccitt including Atcerbcrg Limits. grain ,,i/e, rnoisture~cneily
rcJationdup, elc, may be preformcd nn thc group and are assumed to
reflect t},e general di~trubed characteristics of the ~oiN a*dgned to dze
group. T}m z~ an imp,mane phase nf the :oil :nalyu: and ~s o~ed lo
SOIL CLASSIFICATI6N
CHART
30% GRAVEL .\o
/
CLAYEY
OR
SILTY
CLAY
SAND
CLAYEY CLAYEY
SILTY SILTY
GRAVELLY SAND SANDY
/ x xl
GRAVEL
\
CLAYEY
SILTY
GRAVEL
GRAVELLY SAND SANDY GRAVEL GRAVEL
\ \ o
20 30 40 50 60 70 80 90 100
GRAVEL (+,,4 SCREEN) % BY WEIGHT
NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 mm.
GROUPS OF FROST-SUSCEPTIBLE SOILS:
GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN 0.02 mm.
F2 SANDY SOILS CONTAINING BETWEEN 3 AND ]5% FINER THAN 0,02 mm.
F3 ~. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN 0,02 mm, AND SANDY SOILS
(EXCEPT FINE SILTY, SANDS) CONTAINING MORE TITAN 15% FINER THAN 0.02 mm.
b, CLAYS WITH PLASTICITY INDEXES OF MORE THAN t2. EXCEPT VARVED CLAYS.
F4 a. ALL SILTS INCLUDING SANDY StL'fS.
b. FINE SILTY SANDS CONI'AINING MORE lHAN 15% FINER TI'tAN 0.02 mm.
¢, LEAN CLAYS WITIt PLASTICITY INDEXES OF LESS~fPIAN )2,
d. VARVED CLAYS.
· '-.' ..... '-~ ""~ Municipality of Anchorage ¢~
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
PRE.INSPECTION CHECK SHEET
264-4720
4" CAST IRON SIPHON
E~ SEPTIC ~'~ PIPE WITH AIRTIGHT ,-~
~ Crzb or Log
HODS TAN K~..~,...~ . CAPS[]
('.' :::
GRAVEL BACKFILL ~
CAST IRON REQUIRED WHENEVER LINE CRIB4'MINIMUMABOVEWATERTABLE
CROSSESUNOERDRIVEWAY~ 6' MINIMUM AB0VE BEDROCK ~
MINIMUM WELL DISTANCES:
INDIVIDUAL
TO TANK 100' O
TO PIT 100' []
NO SEWER LINE 10' []
PUBLIC - Under 25
Service or Less
Than 15 Connects
TO TANK 100' ( )
TO PIT 150'
75'-100' ONLY CAST
IRON SE~qER LINE
PUBLIC - Over 25
Service or More
'than 15 Connects
TO TANK 200' ( )
TO PIT 200' ( )
100'-200' ONLY
CAST IRON SEWER
LINE :'
100' NO SOURCE OF
CONTAblINATION
NOTE: 100'MINIMUM
FROM TANK AND PIT
RIVER, LAKE OR
STREAM ( ) ~
Individual
4"SEWER LINE []
CONSIDER DISTANCE TO AREA WELLS & SEWER SYSTEMS []
PiT EXCAVATION RASED ON ~0[L TEST []
SEPTIC TANK MUNICIPALITY APPROVE0 []
HOUSE
INLET & OUTLET MUST
BE WATERTIGHT
5' GRADE: 2' PER 100' O~
V~" PER FOOT EXCEPT
SEPTIC PRECEEDING TANK A~
TA,N K
SI/0ULO NOT EXCEED
6" PER 100' ON Fl
TERRAINS []
SEEPAGE
PI T
SEEPAOE PiT
CRIB
SCREENED G ~j~VEL
½" - 2~"
20' MINIMUM TO NEAREST LOT LINE []
,, . ~- ~'%icipality of Anchorage ~,
:DEPARTMENT OF HEALTH& ENVIRONMENTAL PROTECTION 264-4720
PRE-INSPECTION CHECK SHEET
TYPICAL TRENCH ON LEVEL TOPOGRAPHY
MINIMUM WELL
DISTANCES:
INDIVIDUAL
TO TANK 100'
TO TRENCH 100'
CLASS A, B
PUBLIC - Over 25
Service or More
Than 15 Connects
TO TANK 200'
TO TRENCH 200'
CLASS C
PUBLIC - Under 25
Service or Less
Than 15 Connects
TO TANK 150'
TO TRENCH 150'
Public wells must have dedicated
protective radius recorded on the S/D
plat. Adequate engineering plans
Minimum 5' cast iron are required
into undisturbed soil(4" .pipe)
· , Plastic Pipe ASTM D3034 may be used
in place of the cast iron.
4" CAST IRON CLEANOUT
WITH AIRTIGHT CAP []
CLEANOUTWITH AIRT1GHT CAP
ALL CLEANOUTS MUST COME AT
LEAST TO GROUN0 LEVEL []
PERFORATED PIPE INSTALLED LEVEL []
replacement site ~
MINIMUM 1
2x gravel depth
Perforated Pipe '.
(Perforations Do~~
,lid Pipe
with cap
Perforated
Pipe
SEEPAGE TRENCH INSTALLED ACCORDING
TO SOIL TEST []
SEPTIC TANK MUNICIPALITY' APPROVED CJ
INLET AND OUTLET OF SEPTIC TANK
WATERTIGHT []
TRENCH INSTALLED
ACROSS SLOPE
PERFORATED PIPE LEVEL
LINE BETWEEN TANK ~ND
HOUSE 2% to 6% SLOPE
NOTE:
Excavation to
Bottom of seepage trench 4" lot line 10'
Minimum above water table
And 6' minimum above bedrock ( )
RAKE SIDEWALLS BEFORE INSTALLING GRAVEL []
BUILDING PAPER;.: :..~.~ ................... ~.?', :." · :'u'
'~",. ~. ~~'. ~?~J', ,...~ ~"...'~.. ~.; ·
? ,.'.'.~//' /.:'%.:',~.,~.,.. · ,..,:. , , .
~.,.):, ...,,,.,...,2 . . ./, . // I
,i.'... '..'.."; .';
~..~' ' ... '., · o"..~.
!~J;:..":::J'"".'~"~¢" ', ' ~ ~
...:.,..,,. ?..-'..,..'.:-.,%t?,.] .=..,, 0 .
,, ;..,) ~' ..,..,.;/; ,',, ..'.... '....':f ~ - . - .
SCREENED GRAVEL ~~.'°,', 22
POUCH 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOW~ ES.
MA YOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
CERTIFIED MAIL
$ P24 2800437
September 8, 1983
Mr. Dan Roehl
Box 101-192
AnChorage, AK 99511
Dear Mr. Roehl:
Subject: Dan Roehl S/D Case No. S. 6702
This office has investigated a complaint that junk vehicles,
mobile home parts and other debris has been buried in the
proposed subdivision. Anchorage Municipal Code 15.20.020
B.5b prohibits the discarding of such materials.except in an
approved junk yard or landfill.
You are requested to immediately cease burying operations.
In addition, prior to final plat approval by this Department,
all material already buried must be recovered and disposed
of in an appropriate and approved area. This office will not
sign the final plat until the above conditions are met.
I would be glad to discuss this problem with you. Please
call me at 264-4720.
Sincerely,
Susan E. Oswalt
Sr. Environmental Specialist
cc:
John Lynn, S/O Review.
Mike Kerr, Zoning Enforcement
Jerry Weaver, Platting and Zoning
Enclo Ordinance
DOWLING & A$$O¢IATE$
Anchorage Office: 804 E. 15th Avenue, Suite 2, Anchorage, Alaska 99501 (907) 277-5944 or 276-1371
DOWLING' - RICE & AS$OCIATE$
Kenai Office: P.O. Box 1974, Soldotna, Alaska 99669 (907) 262.9011
April 27, 1983
Dear John Lynn,
Enclosed is the a.sbuilt of the existing sewer and water
systems on Tract A, Roehl Subdivision. Also included are the
two percolation tests yOur office requested on lots 2 and 4.
If you have any further questions please contact me at
276-1371.
Sincerely Yours,
ea~nne Kel 1 e~r~~~
Case No. S-6702
Professional Surveyors & Engineers
MUNICIPALITY OF ANCHORAGE.
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
APR 27 g53
RECEIVED.
& ENGINEERS, INC. ANCHORAGE, ALASKA 99503
S ~ 349-6561
.'-;(JlL,S L(J(} I~[!H(.'(Jl AII()N Il!SI
L
1 I ENCOUNTERED? - 0
12 ~ YEs. ^r W~AT
I 3 --
~'J~'~l~'.~ll~ Reading Dale Gross Ne{ Oep{h {o Net
Time Time Water Orop
.
1834-E ,.0' ~
14
~5
16
17
; JOHN
18
',L z' ' 1/~'
TEST RUN BETWEEN ~ F'I'jANO~' . FT /~
COMMENTS
PERFORMED BY:
& ENGINEERS. INC.
7125 OLD SEWARd. HWY.
ANCHORAGE, ALASKA 99505
349 - 6561
SOILS I_0(]
6
7
8
9
I1
12
13
~4
Read;rig Oate Time Time Water OroO
15
16
17
18
JOHN E. SWANSON
1834-E
19
2O
(mlnutedlnchl
PERCOLATION RAT
TEST' ~-/~' '~' ' FT -- FT
! :, PERFORMEO BY': ~ ,.,
PERMIT NO.
F F L I _.HNT
LOCRT I ON
LEGRI_
[:,EPRRTMENT (%HE~LTH fiND ENVIRONMENTRL ' OTECTION
825 '"L' STREET., RNCHORRGE., RK. 9950t
264-4720
< 8&0454 )
DRNIEL ROELL
.1~_4 .1,..4.,= =,OL TN STRT I ON
F'O BO>'.', .--. ,"-, '-
'172 ND GOL[:,EN ',,,'IEW DR
T.12N RZ,'W "-? Si,"2 '" ' '
_,.~, =,EiF '4 SE.1,."4
LOT SIZE
-'4: 132]:
.100000 SQURRE FEET
MINIMUM D!STRNCE BETWEEN R WELL RND ANY ON-SITE SEWRGE DISPOSRL SYSTEM IS
±00 FEET FOR R PRIVRTE WELL OR i50 TO 200 FEET FROM R PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL,
MINIMUM DISTRNCE FROM R PRIVRTE WELL TO R PRI~RTE SEWER LINE IS 25 FEET RND
TO R COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS RRE REQUIRED RND MUST BE RETURNED TO THE DEPRRTMENT WITHIN $0 DRYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MR9 8PPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS RRE
RVRILRBLE TO INSURE PROPER INSTRLLRTION.
I ..EF.TIFT THRT
.1' I RM FRMILIRR WITH THE RELT.!LIIREHENT=' FOR ON-SITE _,EWEF._, RND WELLS RS SET
FORTH BY THE MUNICIPRLITY OF RNCHORRGE.
~.: I WILL tN.:,T~LL THE =,~.:,TEM IN RCCORDRNCE WITH THE L.O[.E=,.
RETURN TO: OIvlslon of Geological and G/~'"~',sical Surveys (DGGS~ ~
3OO1 Porcupine Drive ~elek j: 277-6615)
Anchorage, Alaska 9950!
w WATER WELL RECORD
Drilling Company Name ' ;i? ~'; !~::i; U.S.G.S. Local Ilo.
Orllllng Permit No.
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURCES
'1
LOCATION OF WELL Please complete either la, lb, or lc. a.u.L, au.
la. Borough Subdivision Lot Block lb, Fraction Section No. Township Range Herldlan
/ / / i ~q/S ':~ i E/W ~ ,!,.
¢lomp I e t i on
::' ': '~' 6. USE: ~Oo~stic ~Publlc Supply ~lndustry
) ~ trrlgatlon ~ Recharge ~ Coarcial
~A~ve ~Oelow land surface
:~' ft, after /~ ~hrs. pumping g.p.m,
~AuNIC~pALITY DY ~,CI ~Pltless Adapter inches above grade
~' DEPT. u~: ,,,,~ ,_,.FqCT,,ON
, ,~,,~, I 12. GROUTING: Well Grouted: ~ Yes
Haterlal: ~Neat Ce~nt ~ Other: '
~" ~J ~ ~ 13. PUHP: ({f available) HE
~ J~t ~0~h~:
UNITED STATES
DEPARTMENT OF THE INTEFRIOR
BUFIEALI OF INDIAN AFFAIRS
Roy Per'atrovich, Superintendent
Ar~chor'age Agency, P. O~ Box
A~chol' ~t~ge ~ Alaska
Febru~/ry 5, '!97q
00 5
A.-052690
NOTICE
T'he fo lowing ~" '" '
S¢:SE~,SE¼, Sectior,~ 3, Township !! No
The alh:,tment is vi'~lidfy filed with the ~ ,*¢:,'-~,, '~" ., · ,:t .....
f)t~su~:~r~l; to the Act ol May 1 ], ! 906, (3zt Stat. '197) as ~/n'lerlded.
Trespa,sser's will be prosecuted as provided by Fedet'~d i~nd St~tte
Audxey t., Tuck
¢~eaJty Cq:ficex
-7-'/¢./v P '5,-u .5; b