HomeMy WebLinkAboutTHUNDERBIRD HEIGHTS #3A BLK 7 LT 8Torn Fink,
Mayor
January 8,
Municipality o3 Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
1990
Theodore R. Kinney
PO Box 671074
Chugiak, Alaska 99567
Subject: Lot 8 Block 7 Thunderbird Heights S/D #3A
Permit #890111, PID #051-581-20
The subject permit, issued by this office for a single family
well and/or on-site wastewater system has expired as of December
31, 1989.
Permits are issued on a calendar year basis by authority of the
Municipal Code of Regulations. A new permit must be obtained
from this office for an well and/or on-site wastewater system
not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to
this office for documentation of the installation and to close
the permit.
If a private engineer inspected the installation of the on-site
wastewater system, the original as-built inspection report
(three-part form) must be sent to this off~ce for review,
approval and documentation. ~,
When applying for a new permit, the fees are: $90.00 for an
on-site wastewater permit; $50.00 for a well permit; $140.00 for
a combined on-site wastewater and well permit.
If you have any questions,
please call this office at 343-4744.
Sincerely,
John Smith, P.E.
Program Manager
On-site Services
JW/ljm:200
enc: Copy of
Permit
"Kids Are Our Future"
M U N I C i I::' A L. I T Y El F:' A Ix! C H O R A G E
Ei I',1 - S I T E S E W Ei R
8901 :[ 1 Upgr'ade
TI.HEODORE R. KIIgNEY
PO BOX 67:1.074
CH!.I['3IAI<~ AK 99567
l:::'a r' c e ]. Icl: 05 t-'581-20
Lot I.egal: Subd:i. vision:9'l~UNDERBIRD HITS ~,:3A ~_at.:
Sec'Lion~ 25 Towr~shil:}: 16N Range: 1W
Max Bec'Iroc~ms, Th:Ls F:'ermit= 4 Tc:,tal Capacity: 4
F' E R M ! '1"
Day F'l]c, n6!~
56 1-4426
8 Bloc:k: 7
SEPT'lC TANK: M:Ln:i. mum reit. a! septic: 'Lank c:apac:it.y= 1,250 ga:l. lon!~",. E:ac:h septic
tank must. have a'L least 2. compar, tmerits. Depth 'Lo top o{' sept:Lc t. anl.::(s) < 4.()
INSTALL PER ENGINEERS )::)~I~DI AND ATTACHED DHHS SF'ECIFICA"E'IONS.
DFIHS MUST BE NEFFiF:IED F:'IRZOR TO EXCAVATZON AND IN~TALL.A]"It]N,,
'THIS F'ERMI]' IS ]:SSUliED ~ [J,. ]"FIE EXISTING SINr_:)I_..E F'AMII_Y DWE]_LING
AND EXPIRIES [)N '"".1.,,./..:..I. / :l~c~ ~
i CERTIFY T'HAT:
I am familiar ~,:[iln t. he requ:i, rement, s .for on-sit, e sewers and wells as~
[c)rt. ln hy 'Lhe Municipality of' Anchcmage (MOA) and the Sta'Le o[' Alaska.
2. I will inst.all the ~ysrl:.em in accordance ~,,~d.t.h all MOA codes and rmgulat, i~ns,
and in compliance wi'th the des:i, gn c:rit, er:~a o~' th:is pePmit,
I v¢i].l adhere t.o all MOA and Stat. e of Alaska requiremerrLs t'(:)p t. he set bac:k
dJst. ances Crom any e::-(is'Li3~g ~,~el:l., wasie~,~ater dispoc~al system or public:
aisc) ur'lderst, and t. hat. the capacity cW t. he 'Lc~t. al sys'Lem is 4 I:)E;)~JPoogls arid
a'ny enlar, gemen'L k,~il]. I'~QI.IiP6) an aclditional permit.
.............
'fHE(IDE}R.::' R, 1':' FNNI}:Y
..... ............................................... ........ .................
DATE: 6/29/89
FROM: D.N. Bolles, On-site Services.
SUBJECT: Permit SW890111, L8 B7 Thunderbird Hts. #3A
The proposed bed upgrade with a 1' sand filter is hereby
conditionally approved for the subject lot. It is proposed to
install an absorption bed designed for 4 bedrooms at 150 sf/bdrm
utilizing a diversion valve to alternate between the two halves
of the bed on an annual basis.
Area required is (4 x 150) x 1.5 = 900 sf.
Area designed for is 20 x 50 = 1000 sf.
Area per bed is 25 x 20 = 500 sf.
Application rate required is 4 x 150 = 600 gpd.
Infiltrative rate required is 1.2 gpd/sf.
Anticipated Infiltrative rate each bed is 500 x 1.2 = 600 gpd
Percolation rate is 8.3 mpi, Infiltrative rate is 1.2 gpd/sf,
per EPA guidelines.
Available voids in the gravel is +/- 30%
Void space in each bed is 0.5 x 25 x 20 = 250 cf x 0.30 = 75 cf
Surge capacity per bed is 75 x 8.4 = 630 gallons.
Each bed is 56% of total area required per AMC 15.65.060. The
calculated absorption rate per bed, however, meets the rate
required for a 4 bdrm house. The surge capacity of the gravel
is 5% greater than the daily total gallons expected for a 4 bdrm
home.
This system is conditionally accepted pending testing for FC,
NO-3, SS, Ph and BOD. Testing will be performed at the end of
one month, three months and six months. If these tests are
within ADEC limits this bed will be deemed acceptable. If these
tests are not acceptable the diversion valve will be removed and
the effluent allowed to flow to both halves of the absorption
bed.
This page is an attachment to permit SW890111 and is to be
adhered to by all parties involved.
db/80
ALASKA
E nUIROIqmel]TAL COI]TROL
~nc~incerin§ ~ ~nuironm~M Studi¢~
SeRUlC $,
I ]c~iRONMEN-fAL SERV CES D~V SION
JUN 8 1989
......... BECEIVED
SF'ECIF:'ICA-I"IONS FOR BED WAS"FEWA-FER "f'REA'T'HENT .:~Y~ I E.I'I
LEEGAL DESCRIF'TION: LOT 8~ B!-OCK '7 THUIqDEF~BZI:~D HEIGH]'S St.
1 ,, 0 GEHERAL
1.1 The Drawings... sheets i through 6, shall be part of
this speci'ficatJ_on.
All materials and werkmansPiip shall meet the
requJ, rements of the Municipality of Anchorage,
Department ei: Health & Human Services (Dkff..IS), the
(]onditions of the permlt~ and all applicable rules and
regulations currently in effect.
1.3
All excavat:i_ons and depths are advisory, ar'icl are
te be! verified or modified in tine 'field by the
Engineer or inspecting agency.
:it is the responsibility r_)¢ the property o~ner or
installer to adhere te appreved design 9or the
installation, to maintain the specified separation
distances and to have the appropr'iate inspections.
it is the r'esponsibility of the property owner cdr
installer to repc, rt 'ii,:) the engineer any ebserved
conditions which t~ould pLtt the system in vio!atimn
of state or Mun:Lcipal r'egu!at:Lens.
'! .6
If the installation is net inspected by an AECS
engineer, AECS ~,~till net be responsible for the
irish, ailed system. Ar-~ engineer at AECS should be
number of inspections that ~ii1 be requirecl and to
explain what these inspectior'is will ±nvolve.
~_'?. ("'., SEPT. Z C TANK
If there is an exlsting septic tarlk it may be Ltsed
if it meets tlqe capacity requ:Lrement for the
residence. The structural integrity m'f the tank
must be verified.
'l'he septic 'Eanl< shall be a UPC.-apprmved
steel ,.-,d.t.h b:Ltumastic c/::,atir~Ej and set level on
u~dis'tzur'b~d soil, I'f thE, i:ank is buriecJ ,'a.t a
depth e'f: 4 feet or ].~s~ i'iz mLtS~ be insuta(ed t,,~ith
afl overlying layer] c)f 2 inch burial type
polystyrene i'"igJ, d board irisulation.
The ,.:¥el:d:ic tai';k s~,a.,
the hmLtEse ~[:(?_u]dation
the al:)sc~r"ptien area.
be a minimum c,f t::_~ 'f;eet 'f:rom
and a mininium {2'f 5 feet from
1412 W6SE 331~6 Av6nu6 · Anchor&ti6, Al&ski 99~03 · (907) 279-5553
2.4
The septic tank and bed shall be a mlnimum of 100
~:eet from any private well or body e'f wa'Eer, 1DO
feet from Class "C" wells, and 200 ~ee'k from []lass
"A" or B" wells, unless otherwise speci'~:ied~
Less than the required separation distance must
have prior approval or waiver by DHHS or Alaska
Department o9 Environmental Conservation (AD[E:[]).
Piping shall be fitted with a mechanical
watertight calder coupling on tine outlet and inlet
of the septic tank. Piping slnall be 4 inch solid
PVC AS]"M D-3034 or cast iren, sloped a minimum of
1/4 inch per lineal fe()t on the inlet side and 1/8
incln per foot on the outlet side. If the piping
is buried at a depth o'f 4 feet or less, i't must be
insulated ~,,ith an overlying layer of 2 inch burial
type pelystyrene r-igid board insulation.
Cleanouts slnall be installed as designated and
capped ~ith air-tight ra±n caps (Jim [laps or
equivaler-cE), and extend a minimum of i fo)et abeve
ground level.
If a lif'k station is required it shall be a
cembinatien lift s'katien septic tank per Anclnerage
Tank and Welding, Inc. design. Specificatiens and
d~sign dra~ir-~g~ are on file with the municipality
and the engineer.
3,0 SEEPAGEE BEED
The gravel for the beci shall be 0.5 te 2.5 inch,
screer'ied rc~ck with less than :~ percent passing the
No. 200 sieve. All substit, utes must have prier
DHHS approval.
3~2
The bottom of the e}..'cavation shall be level and
raked with the backhoe blade t() ensure that the
bettom has not been compacted dering excavatien.
Sand, for leveling, shall have a size distribut_ior~
whicln meets the requirements of MOA cede
15.6D..077.
The distributien pipe slnal! be perforated 4 incln
rigid PVC with a minimum {::rctsh s'~rel'lgth (3f 1500
poLtr]d~ ai"ld ~halI meet the apprew~l ef DHHS for use
as drainfield pipe, All pipes shall be laid
level, and spaced accerding to the (:lr'a~.~ing~.
..3.5
Monltc:)r s'lz:andF, ipes shall be placed as shoku"~ in t:lle
drawings. They shall be 4 inch rigid F:'V[] ASTM
D-Z";034, or cast iron~ 'T'he section shown ~ith
holes may be elther drilled (}.5 inch holes on 6
ir'~cl"l cen'l:.ers on oppo':~ing sides of the pipe, or a
section of regular per'~orated sewer pipe may be
clamped to the solid section with a no-hub
coupling or solvent joint~ ]'he perforated section
e9 the monitor tube shall be located in gravel
only. The portion of pipe above the sewer rock
shall be solid~ A rubber raincap (Jim Cap or
equivalent) shall be placed over the top of the
I:) i p e.
In~_~ulation is reqL~ired, using burial t. ype
polystyrene rigid board insulation~ Tl')ere shall
be i inch of insulation for every foot of soil
less than the required 4 'feet o~~ cover, but there
must be at least 24 inches of soil even though
insulation is used~ The solid pipe extending from
the septic 'Eank to the drainfield shall also have
a minimum c)f 4 'feet of cc)ver or an equivaler~t
layer" of insulation combined with soil.
'fine side slope o'~ the mound shall be slope 1 foot
vertical to 3 'feet horizontal.
The bed shall be planted with a white clover and
red rescue mi.~.~, or with Kentucky bluegrass.
4.0 ! NSF'EC-f IONS
This bed ~ill require a minimum of three
inspections. The 'first inspec'Eion will be of the
opec, excavat, ien, to assure that 'the system is
installed in the pre)per sc)il strata, correct depth
and meet minimum specified design parameters.
4.2
The second inspection t4ill be a'fter placement
gravel, mc~i"litor standpipes, and distribut, ior'~ pipe,
to verify proper installation and pc)si'l:ion ef
pipes pr'ior to backfill.
4 ~ :5
'Ti~e third inspec:tior~ will be after ~inal backfill
grading and seeding to ensure tlnat adequate soil
cover has been provided over the bed.
4.4
'The inspectic, n of the septic tank or li'f:t station
installatior~ can be incorporated with any one of
the above listed ir)spectior'~s.
The !i'ft station will require ei'!:her an MOA
electrical inspection or certification by a
licensed electric:lan depending on whether tine
building code ~:ppl].~.=, to this part of i:he city.
EMENTS OF RECORD, OTHER THAN
SE SHOkIN ON THE RECORDED
,T, ARE NOT SHOWN HEREON.
It is the respons, ibility of t~e owner ~o .determne.
the existence of any easements, coven&nts', or Ee- :~
Strictions which do not appeah on the ~ecb~ded- su6~ ·
division plat. Under no circ~mstances:.sh~uld ahy ;
data hereon be uscd for construction op..~or-estab .... ,
lishin9 ~ou~dary or .fence ~ines~ ' ~' · '~ -1''
'L'O'¢'-S' i {~'v E¥-6; ~RTI FI CATION. " BLOCI(','7 ', "·
:NOHOR~:~E ,RECORDING;DISTRICT ,, '
.I''°*' ,
~' ~' 4.' '
DO, LNG:& ASSOCIATES ;::: .. IRo~ ~Cn~o ' ''' :" ' '
804 EAST 15Ih Ave Suite .z- '' I ','. ' : ' . ;."
ANCHORAGEt ALASKA 9950'l' J , :' '~
~= ~ I"=:%' I ~'~:/'% ¢'¢' ! ..... a ~--,.'~ ~' ¢~-/~'
- LEgEN;D: _
· . ~ ~a^$s CAP rlO~U~EN? i '
,- O IRON PIPE
',
DATE BY
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
CHECKED BY. OATE
SOALE
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
SHEET NO.
CALCULATED
SCALE
ALASKA e~IUIBOFlmCI1TAL COIqTBOL $SF~UIC~$, IilC.
PERCOLATION TEST DATA SHEET
DATE
ADDRESS'
ZIP CODE
TOTAL DEPTH OF HOLE '~ ft.
ZONE TESTED ~/. 5-' ft TO ___~, c-~ it
t
READING # I CLOCK TiME
NET ~-' ~
DEPTH TO
DATUM
/o I
NET DROP
O, /z
0 ,/0
0,I0
RATE (min/in)
/0
/0
FINAL PERCOLATION RATE
PERFORMED BY
/~/~
^l~aska
Wastewa~[er D~sposall llnves~gal[~on
for Thunderbird
Heights
Prepared. for
PEAT
'~0. NO. A1 qhr, 5
LOGGED BY D.
F-l, BROWN SILTY SANDY GRAVEL, MOIST
SILTY GRAVELLY SAND
BEDROCK AT 10.0'. COMPLETED 1/6/81.
10.0'
KEY
PP = UNCONFINED COMPRESSIVE STRENGTH (PENETROMETER)(TSF)
TV = SHEAR STRENGTH (TORVANE)(TSF)
MA= MECHANICAL ANALYSIS
LL= L;QUID LIMIT
PI = PLASTIC INDEX
[]- GRAB SAMPLE
I'~- SPT SAMPLE
~1 -- 2.5" I.D. SPOON SAMPLE T
340~t WEIGHT, 30" FALL
[~]- SHELBY TUBE- PUSHED
~- GROUNO WATER TA8LE
· ¥..,LE O.,..,NG LOG OF BORING
FIGURE
'.~ ALASKA enUIROllmerlTAL COI]TROL SeRUICeS,
?h.u'~ic::Lpa]. J. ty (:~'f:
)])epar'tmer~t c~'f Health and Human ESerwLc~e':~
:ii~25 L E~tr'ee'~, 5'~Lh
Anchc:)?age, AK 995C)~
A"t'"f'I'q ~ l}¢tn ~:c:,].
InC.
1412 W6SE 331~6 &renu6 · &nohow&G6, &t&sk& 99503 · (907) 279-5553
MUNICIPALITY OF ANCHORA(~t~
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
JlJi! 2 T 1989
RECEIVED
ALASKA enUlROnmenTAL CONTROL
~§in~erin§ f~ ~nuironmcnl~l $1udies
MUNICIPALITY OF ANCHORAGE
1989
]200 Wes' 33~'d J~ue.u¢. $~1i1¢ [~-J~nc~er~:§¢. r~l~sk~ 99503 *(907) 56,-50R E C E [ V E D
TO
[] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
RI DPE SITE PLAN
LEGAL DESCRIPTION:
4
7
lO
11
12
13
14-
15-
16-
17-
18
19
2O
COMMENTS
PERFORMED BY:
72-008 (6/79)
ENCOUNTERED? 0
P
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE '~"~/) (minutes/inch)
TEST RUN BETWEEN ~-~ //Z , FT AND '-~ F2;. FT
/
[] SO/LS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION'
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
PER(~OLAT~ON
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9-
10-
11
12
13
14
15
16
17-
18-
20-
WAS GROUNd) WATER
ENCOUNTERED?
Russell g Oys'ier
No. 4286-E
IF YES, AT WHAT
DEPTH?
SLOPE SITE PLAN
II 3-'111,
Gross Net J Depth to J Net
Reading Date Time Time Water Drop
II:~ ~-~Zz ~ -~- J 6 ~4~ ~
] "
I ~..~/~, ~'
PERCOLATION RATE
TEST RUN BETWEEN
COMMENTS
PERFORMED BY: ~'~-~- ~ , CERTIFIED BY:
72-008 (6/79)
..... · !,_.~.FaL..~ I ~ OF , NCnCh'~.,,~,_
MEMORANDUN
JuRe ~'G~
L. eroy C. Reid Jr., P.E.
Aiaska Environmenta! Con'(rol
:t4t_.2 W. 33 Ave.
Anchorage, AK 99'5C~¥
;~r. vzces ~nc.
r'l'uhl. [}. ,4. E',ol ~ - ' Un-~._te ocr vices
aubjeu,_. Lo+_. ,5 b!k . 7 JJiun,J~pUi~ '~.0 t~'( s .
The application {or. sewer upgrade on the subject lot is being
held pendir~9 {upther- desigi] io{opm_a..tiol]. This o.¢Gice has
per'mitted the cor~stpuction o{ alternatin,;; systems with a reduced
total system size. Howevep~ those systems were ins+.alled on
lots with sevepe limitations on the tota~ land ..-:&pea available.
l~ an alternating system is to {unction with less than I00%
the design capacity stated undep AMC i5.65.040 and .060~ thepe
must be a detai~ed accountin~ o.F the pr. eposed system. The
So] iowir~g are items needing attention:
i) Loadin~ o{ the bas~ ar. aa .eof each bed.
2) E¢¢ect o{ using a continuous sand ¢i~tei". under, beth
absorption areas.
3) The reason {er having ]ess than t0' separation between
absorption beds.
z.' Pot~r~'~al ,"n,'~;
b) Jest hole ~Z5 needs to be previded for eon{ir, matior~ o'r
so,is ~nd bedrock
6) The per. co]ation test submitted 1:oF. the subject lot was
done on 6/t8/82 -For. Lot '10 8~k. 7 Thunderbird Hts. $~3A I:,y
~i]~ 0 ,' ~].,
.................. P -- FI- · ,-
........... . ....
f h ~Lez t ~
. ~: - ~ne water ffionitof'.ll]g
7) ZI J.S~Ot c]eaP at wuzuh ]eeatior'~ ]' ' '
~nd pepco]atior~ test took place op i{ they wer. e dorm at the
same location.
please dun ~: r,e,:z~a.e to call our
Dan i 1 e 1~ .~.JO J ' e ~
1 Le .'-;PPViCeS
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
Date
19
Tom Fink,
Mayor
'"' %/// es
P.O. B~ 'r - "'>" /?:'? '¢t/' "
4¢: ,., /./
Leroy C. Reid Jr., t
Alaska Environmental
1412 W. 33 Ave.
Anchorage, AK 99503
Subject: Lot 8 Blk. 7 .20
Dear Mr. Reid, ~
The application for sewer upgrade on the subject lot is being
held pending further design information. This office has
permitted the construction of alternating systems with a reduced
total system size. However, those systems were ins%ailed on
lots with severe limitations on the total land area available.
If an alternating system is to function with less than 100% of
the design capacity stated under AMC 15.65.040 and .060, there
must be a detailed accounting of the proposed system. The
~/~t/ following are items needing attention:
1) L.o~ding rate of the basil area for each bed and the
cont~'~ous sand filter below both beds.
~-/J 2) Effect of using a continuous sand filter under both
/~3 ~9//,3 absorption beds.
~,,/,~/r,
/~o,~,~, , 3) The separation between absorption beds must be 10' per
AMC 15.65. 040. I. 4. Ah~/4~
4) Test hole #25 needs to be provided for confirmation of
soils and bedrock separation. //~
5) The percolation test submitted for the .subject lot was
done on 6/18/82 for Lot 10 Blk. 7 Thunderbzrd Hts. #3A by
AECS. As~k-hl s~f_f~oe--h.a~--no--r-e~o-r.d-.o-f__Thunde~bi_~d_ H.ts ._ #.3A
ha3Li~O-J~een~r~esubd-i-v-ided.._af-ter--bhe- 9~/-4-/-81- pl-a.t~-app~ev-a-1
(83~i~Y~) we will need an explanation before we can accept
this test.
~ /~? z 6) It is not clear at which location the water monitoring
~ ..~ ~.;0/,6 and percolation test took place or if they were done at the
~ ~' same location. ~/,~
The application will be held in our office until such time as we
receive a response. If you need any further clarification
please don't hesitate to call our office.
Sincerely,
Danile N. Belles
On-site Services
~Kids Are Our Future
· ~,J,~e~" ~ 20~ i989
The application for'- sewer, upgr. ade on the subject lot is being
held pending ,~ur. ther desi~:.;n in.Formation. This offi,::e has
F. er. mitted the constr, uction of alter, hating systems with a reduced
total system size, However, those systems were installed on
~ots with severe limita'L'ior~s on the total land area available.
if an alternating system is to functior~ with less than '!00% o.F
the ,design capacity for. each bed as stated under. AMC 15.65.040
and .060, there must be a detailed accounting o~ the F,r. oposed
system. ]"he fo]lowing ar'e items needing attention:
i) Loa,~ing rate of the basil ar. ea fop each bed and the
eontiuous sand filter' below both beds.
2) Rationale -Fc, r using ~ continuo~JS sand filter undeP both
absorption beds.
3) The sepapation between absor. F, tion beds must be iO' pep
AMC !5.65.040.l.4.
4) The pr. oposed absor, ption bed location is in a natur, al
cuidesac which may sepve as a dPaiage duPil]g peak r, ui]off
per. iods,, Please address this concern and the fact ~bat such
was not depicted on the site piai].
5) it is not cleaP at which location the wateP mor~itor'ing
and pePcoiation test took place or'- i.¢ they wepe done at the
same location.
,,,...=~p,...,~ua.,~ioh ~'~i] _'--'_ ,t"l'~-;, - c~:'--. , ' .._
,,,.~ iR OIjp u] i ]...~ _~F ~ 1 ] SiJLiFI t ].fTle as up
r. eceive..= response. .~¢ you neeo any .,ur.,~her'. olaf" ";~, .,_ .od~ZOh'
Dan,zie N. Bo!l~
"Kids Aze Out Future" ~
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
DISTANCE TO:
LOCATION
DISTANCE TO:
Liq
Length
I F HOMEMADE:
Well
DISTANCE TO: LW~nl Ig~~(~
No. of lines
Top of tile to finish grade
Width
P H O N E [~-EW
[] UPGRADE
I Absor~tio/n area
Inside length
Dwelling
Dwelling /~/fZ/~~
Materia~
W dth
BEDROOMS
PEF(MIT NO.
Foundation
Total length of lines
Material bene~tath tile
Depth
Material
Nearest lot line
·rench w/~/~t~) /~'. ~7~che~
inches
No. of compartm~.ts
Liquid depth
PERMIT NO.
Liquid capacity in gallons
PERMIT NO.
PERMIT NO.
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.
DISTANCE TO: Building foundation Sewer line Septic tank Absorptiop area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING/s.~
REMARKS
. ~.~/~A PP R OV E D~-~)~,~/~ ,
~'2-01~(Rev. 3/78) ~
DATE LEGAL
PERMIT NO.
DEPARTMENT ~. HEALTH AND ENVIRCINI'~ENTAL" YOTEC:TION
825 "L~ STREET, ANCHORAGE., AK.
264-4728
8S0±50 )
APPLICANT
LOCATION
LEGAL
STEVEN C SLAGGS P.O.
LOT 8 BLK 7 THUNDERBIRD HTS.
BOX D.
CHUGIAK
LOT SIZE
688-28S&
SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: DRAINFiELD
MAXIMUM NUMBER OF BEDROOMS = 4
SOIL RATING (SQ FT/BR)= i85
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
[:,EF"TH= 5 LE~-~GTH= 87 ,SRR%-"EL DEF'TH= Z::
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE E~CAVATION (IN FEET).
THE T~:EP4CH ~.II[:,TI4 IS 5. E~FZl~Zl FEET.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
T~41] ( 2 ) -f ~4SPEC:T Z ,],P-dS ARE REC4Li
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE HELL OR ±5E4 TO 2El0 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO R PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS FIRE
AVAILABLE TO INSURE PROPER INSTALLATION.
PER~'~ Z T E::-::P ;[ F-:E'_-q [:,EL-:EMBER -::<t.. t9:---:2;:
I CERTIFY THAT
±: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL IN_-THLL THE --,¢-~TEM IN ACCORDRNI]:E WITH THE CODES.
3:: I UNDER.~TCND THAT THE ~ON-SITE SEWER SYSTEM MAY REQI_IIR. E ENlARGeMENT IF THE
R. ES~DENCE I~ REMOr:,EL~:' '~ ~NCLUr:'E MORE THAN 4 BEDROOMS. O~r/¢.',
s NEC: .............
.... ................... ¢¢ ......
[] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION'
S')S L. Street, Anchorage, A!aska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
E~/ PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
4-
6-
7-
8~
9-
10-
11
12
13
14
15
16
17
18
19
20
SLOPE SITE PLAN
WAS GROUND WATER S
ENCOUNTERED? L
O
E
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
COMMENTS
DATE:
,At ;O.LV
APPLI¢ T FILLS OUT UPPER ?'
Property Owner
Mailing Address
T & D C0nst~uctio~
Box 2524, Palmer AK
Buyer
Address
Theodore & Rayda Kinney
3802 DeborahLan~, Anchorage, AK
Lending Institution
Zip Code 99645
Phone
745-2731
Zip Code 99504
Address
Realty Co. & Agent
Address
Legal Description
Street Location
Type of Residence
Alaska Pacific Mortgage Company
P. O. Box 420, Anch~ge AK
~ommonwealth Totem Realty
William Sch~gel
72d E. iSth 3'zg~,~e
Lot 8, Blk 7 Thunderbird Heights
End of Thunderbird Drive
Zip Code 99510
Zip Code 99501
Phone
276-3110
Phone
272-0571
[~ Single Famgy
[] Multiple Family
[] Other
No. of Bedrooms__4
Water Supply [] Individual
[~ Community
[] Public Utility
Sewer Disposal
I AI~'ACH WELL LOG. A well Icg is required for all wells drilled since June 1975,
For wells drgled prior to that date, give well depth (attach Icg If available).
[] Public Utility
[] Holding Tank
Year Individual Installed: 1985
When Connected to Public Utility:
NOTE: THE INSPECTION FBE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Date Date Date Date
Field Notes:
7'L 0~1 ~ MUNICIP^LITY OE ANCHORAGE
DEPT. OF H .A.TH
~APP~OVEDBEDROOM8 ~ *GONDITION~OFAPP~OVAL ~C~/~D
( )OONDITIONAL APPROVAL*
So~ls Rating Date ~wer Installed I Well TO AbsorpBon Are~ ( Well Log Received
) "' ' ,_i,,I IF..L,i.4i,iEi.4] rlLI ,.:0"', ~-L.T t-r' -. I-I_lq'
[EF, KTi'IEI.~T C,, HERLTH FIND m
=":~' "'L'" .z, FRE~_T., ,-II'I-.tlL, J'IUE. Elk{
...... '=' "~ - '-'~
::Z....,r~",,~ ::';'--' :' EFtGLE F.:I',,/ER
PERMIT NO. 83±082
RPF'LIOI~II,'~T~ SPRI~..'G CREEK EXOBV
FIDDRES~: E:FIGLE RIVER
ERGLE RI',,.'ER., RK 99577
LEGRL DESCRIPTION SUEsDIVt6ION: T-.BIRD HTS
LOT SIZE 8 SQ. FT. TOt4NSHIP: ....
F' EEF--:~"N Z T
PI-tONE:,
ELuL. t,.. 7 LOT:
RRNGE: - SEOTION: -
i'"IRXIMLIM I.,IUI.'~PER OF E:EDROOMS = 3 SOIL RRTI?',IG = 287 250 287 (SQ. FT. ,."PR)
L. ISTE.r;, PELO!..I FIRE THE OF'TIONS RVRiLr:IPLE TO '~'OU IN DESIGNII..4G '¢OUR SEPTIC
S'¢STEI.'I. CHOOSE THE OPTION TI-II'IT PEST FITS './OUR SITE.
klIPTH = ;24. 0 FT.
LENL]TH = 48. 0 FT.
TOThL ,_..EF,,-, - =.._ FT. . 1'4_'rE . RE:.:_II*.E_ t,,L_LIdTILI.,I
ORFP/EL DEr"]'t-I = - 0. 5 FT. ! NATE ! ..- MFI'¢ REQUIRE LIFT STFI'~tON
GRI'9,/EL ',,,'CiLUME = 42. ~; C:U. '¢[:,6.
]]::INK SIZE = :2.,000. A GRLLONS (TI-40 COMF'RRTMEI',IT TFINK)
klI[:,TH = 5. ';3 FT. .~. ....
LENGTN = - t5± E~ FT N]TE ' - }75 FT REQUIRES TWO TF:ENL: .. ES
TOTRL DEPTH = _---~. E~ FT. NOTE ! ..- RE~;!UIRES INSULRTION
GRR'¢EL PEPTN = :t. 0 FF. NOTE ! - MR',' REQUIRE LIFT STRTION
GRRVEL ',/OLUME = 41. 9 CU. '¢DS.
TRNK SIZE = t, 000. 0 GRLLONS ,.'.TWO COMPRRTf,IENT TRNK)
I CERTIF'-,' TI.IRT:
% I FIM FFIMILII:]R 1.4ITN THE REQUIREMENTS FOR ON-SITE SEI4ERE; RND .WELLS NS SET
FORTH EW THE MUI,,tlCIPRLIT'¢ OF RNCHORFtGE Rl'.,l[.', THE :E;TRTE OF FILRSKR.
2. I ~4iLL tNSTRLL TI.IE S~'STEI',I tN RCCORDRNCE klITH THE COPES RN[:, I~.IR',,,'E RECEIVE[~
i'~1 COF".,.' OF THE CODE SUMI,,iFIR',.' Ri..,l[:, [:,IRGRFIM R]'TRCHMEN]rS klt-tlCH IS F'RR.T OF' I",~'.IIS
PERM I T.
3. I UNDERSTFIND THRT TNE ON.-S]}TE SE.WER S'.,.%TEM MFI'f REL.]UIRE ENLI~IRGEMEI,,tT IF THE
RESIC, ENCE IS REMO[:,ELED TO II,;CLUDE MORE TI-.IRN ~: E:EPROOMS.
F'ERMIT FIPF'LtCRI.4T t lFIS ]'].IE RESPONSIPILIT'.,.' TO INFORM PERSONNEL DURING
THE INSTRLLRTIOI.,I INSPEE:TiOI,-,!S OF I::~N'.r' WELLS iqPJRCENT TO TI-tIS PROPERT'¢ RND
THE NUI,"IPER OF RESI[I, ENCEE; TtIRT TIlE I}.IELL WILL SER',/E.
iF R LiFT STRTiON IS; INSTRLLED., RN ELECTRIOFIL F'ERI.,IlT RN[:, INSPECTION MUST
E~E OPTRINED. RS-..BLIILTS. C:RNNOT PE RPPROVED 14ITI.IOUT FIN ELEPTRICRL INSPEE:TION
REPORT. THE ELECTRICRL WORK MUST PE DONE P"r' R LICENSEP ELEOTRICIRN.
' S I G'I.,tE[:,:
,~FFLI_.HN,
SF'R I NG CF<EEK E:--.:L.I. 1',,,'
.,...:,..,UEE E,~' . [:'FITE:
Permit
MUNICIPALITY OF ANCHORAGE
Department/~-'~ Health and Environmenta?~?rotection
825 ~' Street, Anchorage, AK. J9501264_4720 .~~ ~
~' ~-" * * * HANDWRITTEN PERMIT * * *
I ON-SITE SEWER PERMIT
Mailing Address:
Phone Number:
,ot Size:
Applicant:
Location:
Legal Description: ~Ot F ~/~
Type of Soil Absorption System Is:
Trench: Drainfield: ~
Maximum Number of Bedrooms: ~
Seepage Bed: __ Holding Tank:
soil Rating (sq. ft/br)
The Requ~'red Size of the Soil Absorption System ±s: ~$~
DEPTH ~ LENGTH GRAVEL DEPTH ~IDtH
~0~ ~ ', . . .
The length dimension is the length(in feet) of the tree'or dra~nf~eld The
depth of a trench or pit is the distance between the surface of the ground and
, the bottom of the excavation(in feet), There is no set width for trenches.
The gravel depth is the minim~ depth of gravel between the outfall Dipe and
the bottom of the excavation(in feet).
~ ~ REQUIRED SEPTIC(~OL~G) TANK SIZE = {O¢O GALLONS
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the n~er
of residences that the well will serve.
~ "~ TWO(2) [NSPECTIONS ARE REQUIRED ~ ~ ~
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Min~um distance between a well and any on-site sewage disposal system 'is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well, Minim~ distance from a private well to a private sewer line
is 25 feet and to a co--unity sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
are
Other requirements may apply. Specifications and construction diagrams
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 3L 1 9 8 3 * * *
I certify that:
(!)
(2)
(3)
Signe~:
I am familiar with the requirements
set forth by the Municipality of Anchorage.
I will install the system in accordance with
I understand that the on-site
the residence is remodeled to
Applicant
SWP/024(1/81)
codes.
sewer system may require enlargement
include more that 3-bedro~.~
Issued by: ~~
Date: ~-~ --~
for on-site sewers and wells as
if
[] SOILS LO0
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
3
6 w
SLOPE SITE PLAN
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
PERFORMED BY:
72-008 (6/19)
WAS GROUND WATER /-V/O pO
E
ENCOUNTERED?
IF YES, AT WHAT
DEPTH7
Gross Net Depth to Net
Reading Date Time Time Water Drop
~"
/ -' coe '-/
PERCOLATION RATE
TEST RUN BETWEEN ~ /~Z FT AND 3,7'~-, i FT
C ERTIFI E~~~
(minutes/inch)