HomeMy WebLinkAboutT12N R3W SEC 33 LT 223BName
Lot Block
rownship, Range, Section
SEPTIC
MUNiCIPALiTY OF ANCHORAGE
D P^RTME.T Or HEA'T, A.D HUM^. SE.WCES
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT../
DISTANCES
SEPTIC
TANK WELL
Pe,mil No. NO, ol Sedrooms WELL
LEGAl. DESCRIPTION LOT LINE
Subdivision
FOUNDATION
TANKS ~'-E-E. Mo'r~
X HOLDING
AS-BUILT DIAGRAM {Show location of wml, septic system, propedy lines, foundation,
driveway, water bodies, etc.)
Material
TYPE OF SYSTEM
[] TRENCH [] BED
Depth to pipe botlom from
original grade
Fill added above original grade
[] W [] OTHER
inal grade
Gravel aleph benealh pipe
SQ FT
Soa rating Pipe material
SO FI
WELLS
[] PRIVATE
Classification (A,B,C)
REMARKS:
[] OTHER fldentlfv}
Total Depth FT Cased to
Date Inslalled:
Inspections Performed by;
4¢*~- '~O ~l]&~J "~ Date:
Municipal ,nd State ,uidelines in effect on ,.~ ¢//~/~'¢
Heallh ,.,admen, Approv:~/~ Date:
72-013 (3/85)
:O::i' !::.:, ! !! :..!,:!c! :'
& associates,inc.
Consulting Engineers
1000 E. Dimond Blvd. · Suite 205 · Anchorage, Alaska 99515 · (907) 522-1311
January 11, 1990
Municipality of Anchorage
Department of Health & Human Services
On-Site Services Department
825 L. Street, Fifth Floor
Anchorage, Alaska 99501
SUBJECT: CONSTRUCTION OF NEW REPLACEMENT HOLDING TANK SEWER
SYSTEM
LOT 223B, BLM LOT 223, S33, T12N, R3W, S.M.
Gentlemen:
We performed an inspection of the subject property on December
28, 1990 and, based on the information obtained on-site and
information obtained through S & S Engineer's inspection, we
recommend that a holding tank be installed rather than any
attempt to upgrade or replace the sewer system.
Our application for a permit is attached. Should you have any
questions, please ~et us know.
Very t/~uly y~rs,
./'~uce ,~'. ¢orwin, P.E.
Pres ~.~en?'
BJC/lb
attachments
L~G£ND
Prlmqry m~nument reooverad
Iron l~pe and/or r~a{~ recovered
6/8 '~ ~ 0 ~ taba~ #et this survey
I hereby cowl/fy that on accurate ~urvey o! the
fo/lowing de$orlbed property-
WO~ ~ada on ~/Z~/~¢. and that the
Imp~wm~nl~ situated thereon ar~ wMhln th~
propa~y Iln~ and do not o~rlap or en~oa~h
~n t~m propmrly I~ng ad)'ao~t tha~ t~t no
Improv~m~n~ ~ p~p~rly lying ad]ooent ~wato
~nc~aoh on th~ pr~ml~ In ~estZon and that
thmr~ are no toa~ transmission Ilna~ ~ other
vl~lbl~ ~a~m~nt~ ~ ~atd propmr~ ~oapt a~
Indloatmd h~reon.
~tod at ~ohoraga~ Alaska~ thi~doy, of
tHE£TNO. I of /
CORWIN ~ ASSOCIATES
lO00 ~, 0~0~0 B~VO,
SUITE 205
ANCHORAGE, ALASKA 99515
(907) 582-1311
CORWIN & ASSOCIATES, INC.
1000 E. Dimond Blvd. Suite 205
ANCHORAGE, ALASKA 99515
(907) 522.1311 FAX (907) 349-2236
JOB
SHEET NO.
CALCULATEO BY.
CHECKED BY
SCALE
OF
Nov~mb¢~ 14,
1989
ROBERT SMAFER,
~OGER SHAFER
CIVIL ENGINEER8
FAX ~94,1311
APP~OVAL~
EQILTJET
Mr. Tom Bl~k¢
JACK ~)HITE COMPANY
Su, i~e 100
Anchorage, M_~ka 9950~
Lot ~$BI S~e. tion $$~ TI~Ni R$~ SM
15445 Kreit~ Str~, Anchorage, Al~s~
· Oe~r Mr.
2nd 6ewer approu~.~
On Nov~b~r ?, 1989 wz ui6i~ ~he 6it~ to p~r~oe.~ t~6t6.
Flow t~s~
~ve i~o~d
r~o~d,
p~or ~ ob~n~ an approu~ on the ~.
If ~OOm
~e ~i~d in ~ n~ ~o~o~, a ~n dr~n r~ng be~n~ the
WAItl WATER
0~I~$Ak
OCS~°a 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
1990
P.O.Bo[ 196615
~EFERENC~: Lo~ 22~B, Sec. ~, TIgN, RSW, $.M.
15445 /~ei~Str¢~, Anchorage, Alaaka
A ~e~ ho~e ~ ~v~ on ~h~ ~6t 6id~ of ~h~ property, ap~ f~om
~he ~x~ ho~. (Se~ log ~d.) Unfor~Y we ~n~o~r~ a
~ch~d.) WitCh ~ hol~ w~ found modernly poor so~
i~~ ~Oan~r ~P~h~ at 6~5 ~f~. I~ app~6 tk~ ~is~ng
r~omm~n~ ~x~va~ng ~h~ plping an~ ~ ro~ wizen th~ ~is~ng
A6 ~6~6e~ in our l~r da~d Nov~b~r ~4, 1989 ~o Tom BCa~
....... ~'- ...... ~d~ w~ r~r,~r~ abando~ of Z~ potion of
wo~d'b~ r~p~ed wi~h ~ 4" 6o~a rye.
(MOA), ~ , . .......... ~ +1.~. ~ve ~u~n ve~u~
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
Sac,
J~nuar~ ~, 1990
I~ ~hould a~o 6¢ no~d th~ when a n~w wc~l i~ d~d o~id~ of ~h& road
Th~ naxt 6~p in ~ proj~ i~ ~o aon~tru~ ~ d~ig~ of th~ proposed upg~d~
and ob~n ~
ob~ntl for th~
If w~ may b~ of further 4~rvlc~, ~ if ~o~ ~h ~ to p~oc~d ~h ~h~ d~ign
SHAFE~,
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 %" Street, Ancl~ofage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1
2
3
4
5
6-
7
8
9
lO
11
12
13
14-
16-
16-
17
18
Township, Range, Section: ~"~
~LOPI~ .... $1T~ PL~,N
Depth tO Wlilr
M0~liloriflg? ........
PER~(~)LA'~ ON RATE , immmem~ncnj PERC HOLE DIAMETER I
~ES~ RUN BETWEEN ,, ~7 AND ,F~
~ ..... . ~~ ~ ~ ~~~ ·
~7 ~ ' -~Z~ - ..... /,/ / ~// CERTiFy THAT ~15 TEreSA6 P~FORMEO IN
Munlelpa~lty el Anch~r&oe
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
3
4
6
?
8
g-
10
11
12
13
16
17
18
19-
20
Towns hip, Range, section;"T'~. P
~LOPE
SITE IPLAN
IF ¥E$, AT WHAT ~
DEPTH?
MonitorlflO?
MUNICIPALITY OF ANCHORAGE
Department of Health and Environmental Protection
Pouch 6-650, Anchorage, AK 99502
264- 4744
Permit No:
Date Issued: ~ -- 2 ~ ~ ~O
Applicant: F~Y ~
Legal Description: S/D:
On-site ~Water Permit
HANDWRITTEN
Section: ~ Township:
Lot size: 4q, fOe (sq. Ft.
Lot: '~2~ ~ Block: --
/2 ~ Range: ~ W
Lot Location:
Max Bedrooms:
De~h to pipe b~tom(ft.)
Gra 1 depth ( t.)
Oravelklen~th (ft.}
So~ r~~. ft./hr)
~..c_!~~ ~gc~t~~ e -- i~'~)
I certify that: '
1. I am familiar with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage(MOA) and the State of Alaska.
2. I will install the system in accordance with all MOA codes and
regulations, and in compliance with the design criteria of this permit.
3. I will adhere to all MOA and State of Alaska requirements for the set
back distances from any existing well, wastewater disposal system or
public sewerage system on this or any adjacent or nearby lot.
4. I understand that this permit is valid for the maximum number of bedroom~
stated above, and any enlargement or modification will require an
additional permit.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN
(1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; '(2) AS-BUILTS WILL
AND (3) THE
NOT BE APPROVED ~%HOUT AN ELECTRICAL INSPECTION REPORT;
ELECTRICAL WOR~//MU~T BE DONE ~Y ~ LICENSED ELECTRICIAN.
y' - -
SWP/024 rev.1/85
vt
oo ~/
· o? 0oo °H
0
WELL LOG
Date Drilled:
Static Water Level ~! feet
Draw Down
feet
Gallons Per Minute" /':'~ '
Total Feet of
,Type Ma_t_e_r~.al Drille~d.:
HEFTY DRILLING
3M0 AKULA DRIVE
'ANCHORAGE, AK 9951§
(907) 345-0593
' MUNICIPALITY OF ANCHOI)JS, GI~
DEPT. OF HEALTH &
ENVIRONMENTAL pROTE, CflON
RECEIVED
MUNICIPALITY OF ANCHORAGE
DE :ITMENT OF HEALTH AND HUMAN SER..ES
Environmental Health Division
825 "L" Street, Anchorage, Alaske 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Nan~e DISTANCES
~"~'f~'~ 'J-/'~'"~/" J')'¢'~"/~ /~ SEPTIC ABSORPTION
AS-BUILT DIAGRAM (Show Iocahon O~ well, septic system property hnes, ~oundahon,
'~ Z ~ /~,~ /.~ '~ ~ '~ dr~veway, waterbod~es, etc)
TANKS
~ S[PTIC
TYPE OF SYSTEM
~TRENCH ~ BED ~ W. DRAIN ~ OTHER
r'~a~e~mengt h Grave~ wmdth
REMARKS:
Scale: ~'~ ENGINEER'S SEAL
Health Depadmen, Approval:
//
72-013 (3/85)
PERFORMED FOR:
Munlclpallly of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATIONTEST
LEGAL DESCRIPTION:
1
2
3
4
5
6
7--
8
9-
10-
11
13
14
15
16
17
18
19
2O
~'~J~ ~O~M~M ENT8
WAS GROUND WATER
ENCOUNTERED?
Township, Range, Section: "7"7'~,./ ,~.$/,~ _~e-"'~%..~.~'
SLOPE SITE PLAN
S
IF YES, AT WHAT OL
DEPTH? PE
nepth to Waer After ~/~ ~/' ~-Z~?-~?
Monitoring? '~'"' ' Dele:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE --
(minutes/inch) PERC HOLE DIAMETER --
TEST RUN BETWEEN -- FT AND FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /-~--t ~' !
72-008 Rev. 4/85
PERFORMED FOR:
LEGAL DESCRIPTION:
4
5
6
7
8
9
10
11
12-
13-
14-
16-
17-
18,-
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN
825 ....
2O
SLOPE SITE ELAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth to Water Aller ~/~,,/
Monilorlno? ur--/ Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN __
(minutes/inch) PERC HOLE DIAMETER __
FT AND FT
COMMENTS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-o08 (Rev. 4/85)
ALASKA ENVIR~DNMENTAL
CONTROL SERVICF' INC.
1200 West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
SHEET NO
CALCULATED BY E ~)B~ ~'H
CHECKED BY
OF
DATE
~ Or
UNIFIED SYSTEM ASTM D-2487
LOT 223B
SAMPLE IDENTITY 18 FEET DEEP
PASSING ~200 SIEVE: 2.30%
PASSING ~ 40 SIEVE: 70.10%
PASSING ~ 10 SIEVE: 93.00%
PASSING ~ 4 SIEVE: 94.50%
PASSING 1/2 IN SIEVE: 97.10%
PASSING 3/4 IN SIEVE: 99.30%
PASSING 1 INCH SIEVE: 100.00%
PASSING 2 INCH SIEVE: 100.00%
PASSING 3 INCH SIEVE: 100.00%
D10 IS 0.14 MM,
D30 IS 0.24 MM.
D60 IS 0.38 MM.
THE LIQUID LIMIT IS UNKNOWN
THE PLASTIC LIMIT IS UNKNOWN
THE PLASTICITY INDEX IS UNENOW~
CU = 2.71
CC = 1.083
RETAINED: 67.80%
RETAINED: 22.90%
RETAINED: 1.50%
RETAINED: 2.60%
RETAINED: 2.20%
RETAINED: 0.70%
RETAINED: 0.00%
RETAINED: 0.00%
RETAINED: 0.00%
THE SOILS ARE COARSE GRAINED
SANDY SOILS
THE SOILS ARE POORLY GRADED SAND.(SP)
LOT 223B
TESTHOLE -
SAMPLE DEPTH = 18 PEET
PERCENT PASSING ~200 SIEVE 2.3
PERCENT PASSING #100 SIEVE '15.1
PERCENT PASSING # 60 SIEVE 36.8
PERCENT PASSING # 40 SIEVE 70.1
PERCENT PASSING # 20 SIEVE 86.8
PERCENT PASSING # 10 SIEVE 93.0
PERCENT PASSING # 4 SIEVE 94.5
PERCENT PASSING 1/2 IN SIEVE 97.1
PERCENT PASSING 3/4 £N SIEVE 99.3
PERCENT PASSING 1 INCH SIEVE 100.0
PERCEN~ PASSING 2 INCH SIEVE 100.0
PERCENT PASSING 3 INCH SIEVE 100.0
ALASKA I~FIUIROFImeFITAL CORTROL 5ERUICI~S,
Legal Deecription ,
Sample Depth i_~/
D
D
Comments
TES~ HOLE NO._,
?
Date.,.
Repo:ted to,
Plotted ~' /~/~Che~ked by
~oproved by,
GRAVEl;
FINE
POUt ~-650
ANCHORAGE, AI_ASKA 99502-0650
(907) 264-41 'i 1
TONY I(NOWLES,
MA YOn
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit ~: 840076
January 31, 1985
TO: Permit Applicant
SUBJECT: Township: 12N Range: 3W Section: 33 Lot: 223B Block: NA
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance. A new permit must be obtained from
this Departraent for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as-built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720°
Sincerely,
Keith B. Bandt, SupeYv±$or
Environmental Engineering Progrem
KEB/].jw
enc: Copy of Permit
SWP/057
DEPARTMENT OF HEAL1 H ~_ ~..~,v~,~_'~;~Z~i~/'~lON ENVIRONMENTAL l;i',lu.~; ~-
825 LSt~e~ ~nchora~, Al~a ~501 T.lephone 2~72~
oN.SITE SEWAGE DISPuSAL SYSTE~ AND/OR WELL iNSPEC',. ~N REPORT , NEW
~ UPGRADE
C ,
~DDRESS
)ESCRIPTIC
DCATION
DISTANCE TO:
DISTANCE TO:
DISTANCE TO:
Well
crib rib diameter
DISTANCE TO:
DISTANCE TO:
OTHER
Material of compartments
foundation
line
MIT NO.
cspacit¥ in gallons
inches
Nearest lot line
1stance to [oi line NO.
,;eptic tank Absorption
'lNG
ARKS
DATE
LEGAL
::' '" HTI=ICT F'i II:::lhE!::
t:::1 tr,! I:::: I I I:::1 ~2. I:::1 (:!i I !!.,
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;;i:. :[ I,.l:[l.l.
FINi:::'
::!i:.Z H:I:I.I.. F:il:::,l'Ii!i:i:;i:Ei: TO f:t[...I... HOFI FtHC' STFITE!: OF' F:IIJ::ISI'::F:I RE:QLI:I:F~F~:I"I[~:HTS FOI:;~'. 'f'HIE S~;E:'T' BRCI<:
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:~IEI,.IE!:Fi:F1GFi: :Ti;YS'Ft'Ef't OH TH:I::E; (::d:;~: FINY F:I[;,..:i'F:IE:EI'qT ]:::il*i: I'-,IE'::F:II:;;'.E:Y L.OT.
,':t..:1: f.tHt:::,EI:~:STFIN[;' TI~IFIT -t'H :t:'-":i I:::'IZI;i:H :t: '1' 3: :!~; 'v'i:::l[...:l: E:' F'OI:;;'. FI I'"IF]',":: :t:l'ql..ll'l Ol:::' ::::: 13EI:::'F;'.OOH:i~; Rl",ll:::'
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t,.I :( I..[. HCFi' FIlE I::II:::'F:'I:;i:O',,,'IE[::' H :!: T'I t01..IT I::ii",! EL..Ei:CTI-;~: !: Cl=li. ): I'q::~;I::'E:E: I" :t: ON I:,~:EF'Oi:;;'.T.= I:IN[::~ ':: 3: ::~ THE
........
:!i; :[ t::ii i",t [ii: [::' , ...~'["::', ./~ :'.: ....... ~.: ¢"':'~.-_...L.~,~-¢,~.~.-.¢. ....... ~:-%~i:-~ .................................................................
F,I:::'F:'I..:I:,::::F,i".,",': F,I..i"IE, i",,[::,., :,:H,:::. :~ /,,~¢
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:
LEGAL DESCRIPTION:
1
3
4
5
6
7
8
SLOPE
SITE PLAN
10
11
12
13
14
15
16-
17
18
19-
20-
iWAS GROUND WATER
!ENCOUNTERED?
~V~..;
DEPTH?
O
P
E
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
CERTIFIED BY: DATE:
72-008 (6/79)
Department off Health and Environmental Protection
£nvlronmental Engineering Division
825 L Street
Anchorage~ Alaska 99501
Suly 26, 1984
Attn: Mr. Kennedy
This letter substantiates our conversation on 3une 21, 1984 regarding
the placement of Lot 22}B~ Sec. ~, T12N~ R~W located on Kaita1 Street
offl Lock Leman Road on hold pending resolution of several issues.
The first and second inspections were conducted by me with subsequent
approval of the septic system as per the design furnished by the
Municipality. Sines then persistent water in the absorption field and
other, related issues need resolution before we continue forth with
your processing the permit.
Please place a hold on the On-Site Sewage Disposal System Report
conducted on 50 April and 4 Hay~ 1984 until further notice.
I will keep you informed oF developments.
Boyd J, Brown
Almond, incorporated
PO Box 11-22~7
Anchorage, Alaska
26 3uly, 198~
Sir:
Please note that I have put a hold on the first and second inspections
of your septic system 1costed on Lot 223 8, Sec. ~ T12N, R3W located
on Keitel Street off Lock Lumen Road pending resolution of several
potentially major problems.
On at least four separate occasions over a span of at least one month
~he~e has existed s~andin9 wate~ in the no,th end of the absorption
field. This condition will cause the system [o fail shortly ef~e~
becomes in use,
The curtain drain around the septic system is ~ithin 5 feet of the
south end of the absorption field, i~ concerned that this is
sufficient separation to prevent filtration of effluent into the
curtain drain thereby making it, in essenee~ a ps~t of the d~sinage
field.
Because of the curtain d~ain condition~ I have fu~the~ concern
the wste~ well system may not have the ~equi~ed separation f~om the
septic system.
th of the north standpipe is about 8 feet and the
p~esently, the dep · ....... 1~ d inconsistency which
south is about 6 feet~hete is s,, ~..~._ine
did not exist du~ing ~ond inspection.
as been ~aeed into the ground according to
While your sy~te~ h f~-~a~e~, otolonged standing water end othe[
Municipality aesign~ ..... ~--~ [ -~,,e that the system would not,
conditions noted above lead me~to u=~-~- · - - "the
tn j~s ptesent cond~t~on~be a~ceptab~e to the [n=ent
Municipality end Sta~ ~
p~ase con~ If y~ h~e ~ questions.
STATE OF ALASKA
DEPARTMF~T OF NATURAL RESOURES
Division o. ~ologicol ~ GeophysicolSurveys
I0. ~TATIC .WATER LEVEL:
fl, ofllt htl. pumping ~ ~,p,m.
12.gROUTING Will Grouted: ~ YII ~ NO
I~, PUMP: (If available) HP
15. Water T~mp*tolut~ o ~ F ~ C
MUNICIPALITY OF ANCHORAGE' '
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
·On-Site Services Section
P.O. Box 196650 Anchorage, Alaska - 99519-6650
..... 343-4744 ' .
1.~ GENERAL INFORMATION
Comp!ete'!egal description
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Location (site address Or directions)
P, r0perty owner ·
Mailing address'.
Lehding' agency..
Mailing address
Day phone '-3 ~ ~-. - ',~ g~)
Day phone
Address
Unless otherwise requested, HAA will be held for pickup..,
2. NUMBER OF BEDROOMS: : "
:3, : TYPE OF WATER SUPPLY:
Individual well · X '~.':.' ' 'r · .
-- . :''"r. C0mmumtywell .r.,, ' .- ' ' r__
NOTE: If community ~vell SYstem, provide writtbn confirmation ·from State ADEC attest-
the legality .....
. · ing to and status ofsysterq,,:!/
4. TYPE OFWASTEWATER DISPOSAL: .
, .... :.Individual.on-site` ., ___
Community on-site ,.
Public sewer ~ ' '"
NOTE: If community Wastewater system, provide Written confirmation from State ADEC
attesting to the legality and status of s~/stem.
72-025(Rev. 1/91) Front MOA#21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health' Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, tl~e on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ' 17034 Ea_~!e River Loop Road No. 204 Phone
Eagle River, Alasl~a 99577 ~. , . ., . .,..
Address,. . .
Engineer's signature
DHHS/SIGNATURE.~.~
Approved for' ~--'~ bedrooms.
" Disapproved '
Conditional approval for"
bedrooms; with. the following stipulations:
!.~'.~ . ~ .. ,..~, ...- ~ . ·
Additional Comments
Date '
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health A. uthodty
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued, The Municipality of Anchorage is not
responsible for errors or ~)missions in the professional engineer's work,
KLCEI¥ L,
Municipality of Anchorage NOV 1
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division MUNICIPALIYY OF ANCHOR,~
825 L Street, Room 502. Anchorage, Alaska 99501. (9~0~R~,~-~z~erv~ces
Health Authority Approval Checklist
LegalDescription:J~o~ ~'~31~, ~,cTJo,,/3'~ 'Tl&~,~ ~':~ ParcelI.D.: Ol~
A. WELL DATA
Welltype ~/'4~V.~'~',[-- IfA, B, orC, attach ADEC letter. ADEC water system number
Log present (~q) k/,¢:. 5~ bate completed (,o / 3o/ ~/
Total depth
Sanitary seal ,~,.)N)
I00 /
Cased to / 0 O Casing height (above ground)
Wires properly protected (~1)
FROM WELL LOG AT INSPECTION
g.p.m. ~.0
Date of test
St'atic water level
Well production
g.p.m.
WATER SAMPLE RESULTS:
Coliform O Nitrate
Date of sample: I~ //o / ~/~l
E. DA 'A
Date installed G R o Tank s ze
Foundation cleanout ~) V¢~ Depression (Y~
Date of Pu~ping )~ //0/~'¢1 Pumper I ~c ~
~ ~ 5'- Other bacteria ca
Collected by: _ $ & $ ENGINEERING
17034 Ea[:,¢e River Loop Road No. 204
Eagle River, Alaska 99577
~ Number of Compartments I Cleanouts(~/N).__
/~J d High water alarm ~/N) ',/~_ 5'
,V/~ j'
C. ABSORPTION FIELD DATA ~4 oL.~ ~,,/6._
Date installed Soil rating (g.p.d./fF or ft2/bdrm)
Length Width Gravel thickness be~ Total depth
Effective absorption area __ __ Monitoring Tub~.er4t"(Y/N) Depression over field (Y/N)
Date of adequacy test ~_~.~el~Pass/Fail) _ For bedrooms
Fluid depth in absorpt~ere'"-test (in.); immediately after gal. water added (in.):
~i~nt (past 12 mont.`''/' (ins)Min~tsi~/atN;r: AbSllryl;ingri;;eda~e g,p.d.
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level at*
Size in gallons
"Pump on" level at* ...-~~level at*---~
C y c I e,%t e..,ste ~'----~
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot N / 4
Public sewer main N//~
Sewer/septic service line ~) ~' ~
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation S- ~-~ ~
Property line ~ -¢- Absorption field
Water main/service line )0 w- Surface water/drainage ) 08 -¢-- Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building
Curta~ Wells on adjacent lots
F. ENGINEER'S CERTIFICATION
I certify that I have determined thru field inspections and rev, ew of Mun,c,pal recor, cj~.t~a~.t.~.~..~.~tems are
...... ,~'.'~3 . ........... ~!:'" "~
/n conformance w/th MQA HAA guidelines/n effect on this date.
Ennineer s Name i.o~ :r . o [¢lt g
.
HAAFee $_ Z--~£'F-z''
Date o, Payment
Receipt Number --~'4~
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
Parcel I.D. #
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include 1et, block, subdivision, section, township, range)
Location (address or directions)
(b) Property owner
Mailing Address
(c) Lending Institution
Mailing Address
(d) Real Estate Company and Agent
Address
Telephone: (home) ,/~ Business
Telephone
Telephone f
(e) Mail the HAA to the following address: (or check here , ~[~f hold for pick up.)
List contact person and day phone number below:
Single-Family ~ Number of bedrooms
3. WATER SUPPLY J
Individual Well ~ Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
SEWAGE D IS/P~AL ~
4.
On-site ~ Public [] Community [] Holding Tank
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legality and status.
72-025 (Rev. 7188)
Page 1 of 2
~ ~.o ~ e§~d
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suo!loedsu! ~onpuoo ~ou op SHHQ jo sea,~oldu~3 's~ueuJeJ!nbeJ a~e~,s pu~ leJepaj u!e~Jao ,~.s[~ee o~, JepJo u!
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Ca^o..ldd¥ X~.poq~.n¥ q.tleeH sense! (SHHQ) seor^.mS U'aLUnH pue q~.leeH Jo ~,ueuJ~.mdeQ e6e.ioqou¥ J.o X~lledfo!unlAI eq..L
leUO¢.!puoo
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pe^o.~ddes!a ../~. pe^o.ldd¥
,~q stuoo~pe~'~ot pe^o~dd¥
'IYAOtJddY SHHO '9
lees s,.~eeu!eu'=l
,o <,~ ~ MUNICIPALITY OF ANCHORAGE (MOA) ~
~ ~,,,~'" (?~,~ ~,. Health Authority Approval (HAA) ,,/a~,~'~,
~ ¢ _ ~X v 343-4744
~ ¢ Legal Description: ~ ~Z~¢ ~ %~j~, ~
A. WELL DATA
Well Classification ~ /~/~ If A, B. C, D.E.C. Approved (Y/N) ~/~
Total Depth /Z Cased to /~¢:2 Depth of Grouting ~"~/,/~
Static Water Level ~/ / Pump Set At
Yield
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Sanitary Seal on Casing (Y/N) ,~
Depression Around Wellhead (Y/N) ~
SEPARATION DISTANCES FROM WELL:
/
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line /¢"J/,'Z:IL
To Nearest Sewer Service Line on Lot
Water Sample Collected by /~/'"L2C,.6
; On Adjoining Lots
/f'-)//¢~' :;~' ;On Adjoining Lots
To Nearest Public Sewer Cleanout/Manhole
Water Sample Test Results
Comments ~ /-~::9~'~/~'
/
Date Installed 2~./~./¢g/;~.)Size .~oo,~,-~,~/'_g',¥,~No. of Compartments /
Standpipes (Y/N) ~/ Air-tight Caps (Y/N) Z// Foundation Cleanout (Y/N)
Depression over Tank (Y/N) /L'/ Date Last Pumped
Pumping/Maintenance Contact on File (Y/N) '~'/,//'~ ; for
Holding Tank High-Water Alarm (Y/N) Y/~/~/¢'/~/~¢ Temporary Holding Tank Permit (Y/N)
/
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water-Supply Well ~ / '7 ~) To Building Foundation
To Property Line '~' ¢:'./'/_2 To Disposal Field
To Water Main/Service Line -~/~ /
To Stream, Pond, Lake or Major Drainage Course
Comments
72-026 (Rev 7/88) Front Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field
Square Feet of Absortion Area
Depression over Field (Y/N)
Results of Last Adequacy Test
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply Well
To Building Foundation
Lot
To Water Main/Service Line
To Stream, Pond, Lake, or Major Drainage £
To Driveway, Parking Area, or Vehicl6
Comments
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Statndpipes Present
To Pre Line
Test
; On Adjoi Lots
To Existing or Abandoned System on
To Cutback (if present)
D, LIFT STATION
Date installed
Size in Gallons
"Pump On" Level at __
High Water Alarm Leve
Tested for
Meets MOA Elect Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test,
**Check Permitt~_ Bedroom R.~g Against HAA Request**
I certify that I//h/a~/~/ )eck/ed/ve.9~ied, or conformed to all MOA and
inspection./////~/
Signed / /////~-~
MOA No.
Receipt No.
Date of Payment
Amount: $
72-028 (Rev 7/88) Back
Receipt No.
Waiver Fee: $
Date of Payment
Page 2 of 2
in effect on the date of this
Engineer's Seal
CHEMICAL & GEOLOGIC LABORATORIES OF ALASKA, INC.
FEDERAL TAX ID # 92-0040440
ANALYSIS REPORT BY SANPLR for Work Order ~ 20756
Date Repozt Pzinted: APR 3 90 @ 09:03
Client Sample ID:GOVT. LOT 223B 15445 KREITRL
PWSID :UA
Collected APR 2 90 @ 13=00 h=s.
Received APR 2 90 @ 13:20 h~s.
P~eserv~d wzth :AS REQUIRED
Client Name : CORWIN R ASSOC
Client Acct : CORWINP
P.O.~ NONE RECEIVED
geq ~
O~de~ed By : BRUCE CORWIN
Analysis Co)~leted :APE 2 90 Send Reports to:
Laboratory Superf½s~,/STE?EN C. EDE 1)CORWIN & ASSOC
Released By : ~~. ~_~ 2)
Special
Instzuct;
Chemlab ge£ ~: 900701 Lab Smpl ID: I Matzix: WATER
Allowable
Pararnete~ Tested Result Units Method Limits
NITRATE-N ND(O.IO) mR/1 EPA 353.2 lO
Sample ROUTINE 3AWPLE
Remarks: SAI4PLE COLLECTED BY BJC.
Tests Performed ' See Special Instructions Above UA=Unavailable
None Detected "See Sample Remarks Above
}lot Analyzed LT=Less Than, GT=Greater Than
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562-2343 5633 a Street
Anchorage, Alaska 99518
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY WATER SUPPLIER
D PUBLIC WATER SYSTEM I.D.#
[[]"/PRIVATE WATER SYSTEM
Phone No. /
Mailing Address
city
SAMPLE DATE:
Mo. Day Year
Zip Code
RoLE TYPE:
urine
[] Chock Sample (for routine
with lab ref. no.
[] Special Purpose
sample
Treated Water
Untreated Water
SAMPLE
NO,
1
LOCATION
Time Collected
Collected By
'.
I
I
TO BE COMPLETED BY LABORATORY
x~sYSiS shows this Water SAMPLE to be:
atisfactory
[] Unsatisfactory
[] Sample too long in transit; sample should
not be over 30 hours old at examination
to indicate reliable results. Please send
~luw [~ampl,~ vie, .pecial delivery mall.
Oa,o.eceived _
Time Received I ~ %~
Analytical Method: Membrane Filter
* No. of colonies/100 mi.
PO,O?oI ~ Result* Analyst
READ INSTRUCTIONS
BEFORE
COLLECTING SAMPLF
BACTERIOLOGICAL WATER ANALYSIS RECORD
Membrane Filter: Direct Count
Verttlcatlon: LTB
Final Membrane Filter Results
Reported ByL,~.~ ~
TNTC = Too Numberous To Count
OB = Other Bacteria
BGB
Collforrn/lOOml
PART ONE OF TWO
REMAINDER TO FOLLOW
'b
O'
I h~reb~ ced/fy that an accurate mue. v o! th,
follow/n~ descrlbod prop~ty-
was ~ad~ on /2/~/~ and that/he
Impmwm~nts situated thereon am w#hln /ha
prop~y Iin~s and do not o~rlap or ~oroaoh
on l~ prop~r/y /~n~ adj'ac~t theme, t~t no
Im~owm~n~ ~ pmp~y lying adjacent ~r~to
~ncmaoh on th~ premiss In ~#1o~ and thai
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL ~ ~'"'~-
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date /~
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, secuon, township, range)
Lo~ation (add~'es's~or,directions)
~rr , (b)', Applic,ant Name
;, A.p. plican, t Address
Telephone: Home ..~'/5"- 5~ 7~' Business
(c~:~ &pplidafit i~.(check on~)j,~nding Institution ~; Owner/builder~: Buyer ~; Other ~ (explain};
(d) Lendingln'stitutio0';~ ~ ~~ Teleph0ne
r
(e)AddressReal Estate Company and Agent ~
~ Tolephone
(f)
Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family.~ Multi-Family []
Number of Bedrooms ~'
Other
WATER SUPPLY
Individual Well~f. Community [] Public []
Note; If community well system, must have written confirmation from the State Department of Environ mental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite'~l~ Public [] Community [] Holding Tank []
Ngte: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status,
Page 1 of 2 72-025 (tl/84)
'NJOM S,Je@U!6U8 IBUO!SSeJOJd
eql u! suoJssFuo JO sJoJ~e JOJ elq!suodsaJ )ou s! e§~Joqouv Jo Xl!lBd!o!un~ eq..L 'penss! s! @leoU.!Pao ~ eJo~eq elBp eZ~leUe
Jo suo!loedsu[ lonpuoo ~,ou op cl'qHO ~.o seeXoldm~ 'S:lUeLUeJ!nbeJ e)~:lS guB IB.lepeJ U!B:H9O .~JS!.l~S o], JepJo u! suo!1n:Hlsu!
6u!puel J!eql pub se~uou Jo sJeseqoJnd o~: ~se:Hnoo e se s!ql saop cF:U-IQ eqJ.
i~uo!ssDjoJd lUgDugdgpuj u~ ~a 9AOql~ ~ qdeJ§eJed u! ue^~6 suo!i~iuasgJdgJ eql uodn ~l~lOS p@sBq 9aJ8o!J!]Jgo IB^oJddv
~l!Joq)nv qll~eH senss! {cl'qHQ} uo!loelOJcl ,m. ueuJuoJ!^u~ oue q:~l~eFI jo lueu~:p~dea e6BJoqouv ~.o Xl!led!oun~l
NOIlr~'O
.g
f .,.~UNIClPALITY OF ANCHORAGE (MOA)
~,~ F¢.C'?~ ~'i i~,I~.EAETH AUTHORITY APPROVAL (HAA)
,.~\vh~\~' ~ ;~',~-~ CHECKLIST- FEBRUARY 1984
~,¢~ ~ ~' ~ 264-4720
.,~ , ~ Legal Descnpbon.
WELL DATA ~ ~ ~_..~.. ' ~
Well Classification ~/V~%E If A, B, C, D,E,C, Approved (Y/N)
Well Log Present,N) Date Completed ~O-~ Yield
Total Depth /,¢O Cased to
Static Water Level I~1 ~'~,,, ! ·
Casing Height Above Ground
Electrical Wiring in Conduit ~)N)
Separation Distances from Well:
~o Septic/Holding Tank on Lot /~.d
Depth of Grouting
Pump Set At
Sanitary Seal on Casing~N)
Depression Around Wellhead (YI~
; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot ,/¢~/ · ; On Adjoining Lots
To Nearest Public Sewer Line W'/~ To Nearest Public Sewer
Cleanout/Manhole ,,*~/~ To Nearest Sewer Service Line on Lot
Water Sample Collected by ~41&~*'-~'~ ~'¢' /~/~"~ ; Date
Water Sample Test Results
Comments II~ ~J~. ~'~o~,~
B. SEPTIC/HOLDING TANK DATA
Date Installed ~ - ~'"¢ ~'¢ Size
Standpipes ~)N) Air-tight Caps
Depression over Tank (Y~
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course
No. of Compartments
Foundation Cleanout~N)
Date Last Pumped
;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 o! 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field /
/cb
Square Feet of Absorption Area
Depression over Field (Y/(~
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well /0'¢4 ·
·
To Building Foundation
Lot ~' ~ ·
TO Water Main/Service Line /O
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present CN)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots ,/¢ ~'
To Cutbank (if present) ~J/,~
Comments
D. LIFT STATION
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
~'~'~ __ Vent (Y/N)
P~"~u m '.~Adeq uacy Test. Meets M CA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I ha?~hec~ed, vej'ified, or conlormed to all MOA and HAA guidelines in effect on the date of this inspection,
Signed ~/$'/P'//ll-, ~j/.~_~ Date /~ ~/'~
Company ~fi MOA No.
Receipt No. ~') ~' ~)~ ~ ~?'
Amount: $ (~, ~O
Page 2 of 2
72-026(11/84)
A. WELL DATA
MUNZCIPALITY OF ~NC~ORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
MUNICIPALLY/ OF /, C ORACF
Legal Description:
Well Classification
Well Log P~esent ~/N)
Total Depth. /OO' Cased to
Static Water Level ~ ' PureD Set At
Casing Height Above Ground
Electrical Wiring in Conduit ~/N)
Separation Distances ~om Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absor~ption Field on
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected By
Ware= Sample Test Results
Date C~gleted
If A, B, c~ C, D.E.C. App=oved(Y/N)
Depth of G~outing.
Sanitary Seal on Casing
Depression A~ound Wellhead (Y/~
; On A~joining Lots ~rlOo
; On Adjoining Lots (~rloo ~
To Nearest Public Sewer
To ~est ~ ~vi~ Li~ on ~t ~1oo ~
B. SEPTIC/HOLDING TANK DATA
Date Installed g ~ ~% Size /OOO ~/~C No. of Ccmpa~ta~nts
Stan~i~s ~) ~ e~ Ai~-tight Caps ~) ~e5 Foun~tion Cleanout
~p~ession o~ Ta~ (Y~ ~O ~te ~st P~d
P~ing~intenan~ ~n~a~ ~ File (Y~) ~ ; fo~
Holding Ta~ High-Wate~ ~a~ (Y~) ~% ~ Holdi~ Tank ~t (Y~)
~p~ation Distan~s ~ ~ptic~olding Tank:
To Water-Supply ~11 ~ ~lq I To ~ilding Foundation 7'
To ~o~ty Li~ ~ 3 ~ ' To Dis~sal Field
To ~ter ~inJ~vi~ Li~ ~ too' To S~e~, ~nd, ~e, ~ ~jo~ ~aina~
Receipt 9
Date Paid:
Amount:
[Pa~e 1 of 2] 2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date .Installed ~ Ju~
Width of Field
Square Feet of Absorption A~ea
Depression over Field (Y~>
Results of Last Adequacy Test
Separation Distance from1 Absorption Field:
To T~ate~-Supl~lY Well ~/~ ~q' To P~operty Line
;~9~~- Type of System Design
Length of Field ~ q I
Depth of Field ~ '
Gravel Bed Thickr~ss ~
~5-~~ Standpipes P~esent
Date of Last Adequacy Test
To Building Foundation 'Y i ~, q '
Lot A~A ; On Adjoining Lots ~-? ZOo
To Water Main/Service Line To Cutbank(if present)
To Stream/Pond/Lake/or Majo= D~ainage Course. ~% ! C;O '
To D~iveway, Parkinc3 Area, or Vehicle Stora~ Area
To Existing or' Abandoned System on
D. '~I~FT STATION
Date
Si?~ in Gallons~
"Pump On" Level at
Dimensions
Manhole/Access (Y/N)
~-.~....~ "Pump Off" Level at
High Water Alarm Level at , ,A Vent (Y/N)
Tested for Pumping~e~+s ~ing Adequacy
Electrical Codes(Y/N) ~
Con~nents
Test. M~ets MOA .
** Check Permitted Bedroc]n Rating Ac3ainst HAA Pequest
certify that I have checked, ~.rified, o~' c~nfomr~d to all MOA HAA Guidelinss in effect
on the date__ .~ s~k~ns~Pe, cn~of this '.~nspecticn.
Signed ~~~ ~ _ Date
Company ~fCc; MOA No.
[Pa~ 2 of 2]
2-15-84
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SiTE SEWER AND WATER FACILITY
264-4720
Application Date
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
T12N R3W Section 33 Lot 223B
Location (address or directions)
Kreitel off Dora Avenue and LocLoman
(b) Applicant Name A~.mond, Inc. Telephone: Home 345-3821 Business 345-7742
Applicant Address PO Box 112247 Anchorage~ Alaska 99511
(c) Applicant is (check one): Lending Institution []; Owner/builder []; Buyer []; Other [] (explain);
(d) Lending Institution Telephone
Address
(e) Real Estate Company and Agent
Address
Telephone
(f) Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family [~x Multi-Family []
Number of Bedrooms three(3)
Other
WATER SUPPLY
individual Well~ Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status,
4. SEWAGE DISPOSAL
Onsite~l~x Public [] Community [] Holding Tank []
Note: if community well system, must have written confirmation from the State Department of,Environmental Conservation
attesting to the legality and status,
Page 1 of 2 72-025 (1~/84}
ENGINEERING FIRM PROVID ~ INSPECTIONS, TESTS, FILE SEARCH, E s. AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval shows that the on-site water supply end/or wastewater disposal system is safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm Telephone
Address
Date
Engineer's Seal
DHEP APPROVAL
Approved for
Approved
bedrooms by
Disapproved * XXXXXXXXXXXXYConditional
Date April 9, 1986
Terms of Conditional Approval
*Disapproved due to failure to comply with conditions set forth March 6, 1985.
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
72-o2s m/84)
ALASKA iiUIRoi m I TAL COI TROL SeRulC $, IRC,
~nqJn¢¢rJnq 6 ~nuJronrnc,~lol
June 7, 1985
Department of Health and Human Services
825 L Street
4th Floor
Anchorage, Alaska 99501
Attn: Susan Oswald
Subject: T12N R3W Section 33 Lot 2~3B
On May 23, 1985, two water monitor tubes were installed, each
to a depth of 15 feet, on the subject property. This was in
agreement with the "conditionals" on the Health Authority
approval of March 16, 1985. The monitor tubes were installed
as stated; that is, one on the "upstream" and one on the
"downstream" side of the curtain drain.
At the time of installation, water was not present in either
location. On May 29, 1985, the monitor tubes were rechecked
and found to contain no water.
If this office can be of further assistance~ please contact us
at 561-5040.
Sincerely,
P r e ~s~iz~n t
1200 UJcsl 33r~ Aucnu¢, Suite [~ ,,, Anchorage, Alaska 99503 ,(907) 561-5040
ALASKA H,IUIRO~P~e~TAL CONTROL Se,,JICeS, I~C.
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MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information
(a) Legal Description (include lot, bloek, subdivision, section, township, range)
(e) Real Estate Co. & Agent
Address
Telephone
Location (address'or directions) ,
{~R¢~T~L oF~_Qo~ ~1)~ ~ doc I-.OW3AjxI
(b) Applicants Name ~L~o~D ~C /~ <~Zelephone - ~ome /Business
Applicants ~dres~_ ~0 ~0~ I I,%~7 ~CHOa~= ~K 9q ~11
(c) Appliaa. t is (check one) Lending Institution ~ ; ~ner/builder ~;
(f)
Mail the HAA to the following address:
2. _Type of Residence
Single-Family ~ Multi-Family
Number of Bedrooms 3
Other (describe)
3. Water Supply
Individual Well~ Community~ Public~-~
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Onsite ~ Public ~ Community ~--~ Holding Tank ~
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
[Page 1 of 2]
5. Engineering Firm Providing Inspections~ Tests~, File Search~ Data and Information
As certified by my seal affixed hereto and as of the validation date shown below, I
verify that my investigation of this Health Authority Approval shows that the on-site
water supply and/or wastewater disposal system is safes functional and adequate for
the number of bedrooms and type of structure indicated herein. I further verify that,
based on the information obtained from the Municipality of Anchorage' files and from my
investigation and inspection~ the on-site %mter supply and/or wastewater disposal
system is in compliance with all Municipal and State codes~ ordinances, and regula-
tions in effect on the date of this inspection.
Name of Firm
Address ~'LOO~O
Date
Telephone
DHEP Approval
Approved ~ Disa Conditional
Terms ofz Conditional Approva~y /°/I~-~t/~'~ /9~.~', /d~-,ez.g-
RR4/eJ/D18 ~
[Page 2 of 2]
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES BEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY .a2q INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCILRSERS OF HOMES AND
THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A
CERTIFICATE IS ISSUED. T}~ MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK.
ALASKA ENVIRONMENTAL
CONTROL SERVI( ., INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
SHEET NO OF
CHECKED BY DATE
/
SCALE.
/
/
/
/ ~o
ALASKA e dlROIlm IqTAL CO[1TROL SeRulCe$, I[1C.
Enqineefinq ~, ~nuironmentol $1udie$
February 27, 1985
Mr. Robbie Robinson
Department of Health & Environmental Protection
825 L. Street
Anchorage, Ak. 99501
Lot 223B, T12N, R3W, Section 33
Dear Mr.
We are in the process of sorting out the absorption field and
curtain drain on the subject lot. We have exposed the curtain
drain and the absorption field and have found problems with
both. We will address each problem separately and then
provide a set of recommendations to bring the system up to
Municipal and State codes.
Upon exposure of the curtain drain & absorption field (See
Attachment 1) we found:
a) The curtain drain is at 3.5' below ground level
with SB-2 pipe embedded in a foot of gravel.
b) The top of the absorption field is at 4' below
ground level with 24" of gravel under the perforated pipe.
c) The curtain drain and absorption field are
separated by at least 7 feet of undisturbed soils.
A diagram of the curtain drain and absorption field profile
along with flow network are provided (Attachment 2). The flow
network indicates that any cross connection will be from the
curtain drain to the absorption field and not vise versa.
There is only a short length of the curtain drain which is as
close as 7 feet. Most of the curtain drain is from 9-20 feet
away from the absorption field. The curtain drain at the
south end of the trench was severed and plugged.
During the exposure of the absorption field (See Attachment
1), we found the trench to be installed in silty gravel (GM)
material. No sign of fine sand and gravel (SP) or sandy
gravel (GP) was found as indicated on the soil log used to
obtain the permit. (See Attachment 3) However, upon
examination of the original soils test hole location, it was
found to be between the septic tank and the house foundation,
approximately 18 feet from the nearest edge of the absorption
field. (See Attachment 4.)
1200 LUest 33r(~ Auenue, Suil~ [~, Anchoraq~, Alas~o 99503,(907) 561-5040
Based upon our observation of the soils encountered during
exposure of the system, we accomplished a 2 day adequacy test
on 2/25 and 2/26/85. On the first day, we introduced 1179
gallons of water into the system to completely flood it. On
the second day, 24 hours later, we introduced 344 gallons into
the system to fill it up to the same level as the previous
day. Based upon this test, we conclude the system is capable
of absorbing 344 gallons of water per day. This is not
sufficient for a 3 bedroom house. (See Attachment 5, Adequacy
test results).
The location of the standpipes/cleanouts on the absorption
system, curtain drain outfalls and curtain drain location
along the south lot line were carefully measured. These were
then plotted on the as-built survey done by Landtech, 7/11/84.
(See Attachment 4). This shows a portion of the curtain drain
along the south lot line to be off the lot. Further, the
south end of the trench is about 4.5 feet from the south lot
line.
We have prepared an absorption field upgrade proposal. The
upgrade is predicated upon what the existing system was
capable of absorbing. Using the equation cited Q = 5/~per
the 1979 Manual of Septic System Practices. We calculated the
soils to be rated at 299 sqft per bedroom uncorrected. Using
a corrected soils rating of 380 sqft/bedroom, the system
requires an additional 655 sqft of absorption area. (See
attachment 6).
Verbal statements were obtained from Dan Morrison, Foreman for
the general contractor and owner of the lot. He stated that:
a) During excavation of the trench, ground w~-~s---~
"observed to be coming into the trench through a thin seam in
the east side 3 feet below the surface
b) The excavator installed the curtain drain at the 3
foot level to cut off the groundwater.
The curtain drain was not designed by an engineer and is
improperly installed. Further, no method of monitoring the
curtain drain effectiveness was provided. The engineer Mr.
Bound Brownfield, PE 3895-E, who inspected the installation of
the absorption field cited persistant standing water in the
north end of the trench as reason for withdrawing his approval
of the septic system. (See attachment 7)
We require your assistance in resolving this matter. Please
evaluate the following recommendation:
1) The curtain drain should be accepted as-built. The
southern leg has been cutoff and plugged as indicated on
Attachment 4. While the curtain drain is close to the
absorption field, it is installed above the field and should
not cross connect.
2) Monitors should be installed upslope from above the
curtain drain and just below the curtain drain to determine
its effectiveness in draining the ground water away from the
system.
3) After breakup, the data should be evaluated and the
curtain drain be improved as necessary to make it effective.
4) A waiver should be granted for the southern end of the
absorption field to lot line separation.
5) ~- A conditional approval of the wastewater disposal system
~.--for a temporary perzod should be granted. This period
should
not be less 90 days from thzs date
6) The water levels in the system should be monitored
regularly until after break up. If the systems begins to fail
the outlet of the septic tank should be plugged and the septic
tank pumped, as needed, until the absorption field is
upgraded.
7) A soils and percolation test should be accomplished.
Absorption ~ield should be added as necessary to bring the
system up to total needed capacity.
If you have any questions, don~t hesitate to contact me at
561-5040.
Sincerely,
Approved by:
Pre~ PhD
PE
Ronald E. Godden
Operation Manager
Environmental Engineer
Attachments: 1. Lee Memo
2. Curtain Drain profile
3. Site plan on Landtech
As-built survey
4. Adequacy test results
5. Absorption field upgrade
6. Brownfield package
ALASKA e,,UIROrlmEDTAL COF1TROL SE?[,tUICe$, IFIC.
~n§ifl~erir~§ 6 ~nUirOnrnenlal $1udies
2/26/27/85
ALMOND INC
P O BOX 112247
ANCHORAGE AK 99511
SELLER - JIM FEJES BUYER -
SUBDIVISION - T12N R3W BLOCK - SEC33
LOT - 223B
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 485 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 344 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 1179 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS NOT. ACCEPTABLE FOR A
HOME OF 3 BEDROOMS.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF~1000?IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
]200 UJ¢$1 33rd Aucntt~, ~tlJl¢ B $ Art~llor~1§8, Al~skQ 995o~o(9o?) 561-5040
.mz
/r~, oo
G
ALASKA ENVIRONI~?- NTAL
CONTROL SERVICE iNC.
12OO West 33rd Avenue Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
SHEET NO, OF.
CALCULATEDSY. ~ G~)~' ~'~
CHECKED BY
SCALE !; ~0
ALASKA ei dlROI1Ffl F1TAL COI1TROL SeRuICeS, IIlC.
TO: RON
SUBJECT: FIELD TRIP TO LOT 223B, T12N, R3W, SECTION 33,
ALMOND INC.'S HOME OFF OF LOC LOMAN
On February 16, 1985 at approximately l:00pm Alan Wien and I
visited the subject lot to inspect the testholes done by Jack
Hill for Almond Inc. Immediately adjacent to the standpipe at
the north end of the system was a testhole which was 12 feet
deep and approximately 18 feet long. Nowhere along that
system did we find evidence of a curtain drain or disturbed
soil except ~he soil immediately adjacent to the system. The
soils appeared to be GM type material down to the full 12 foot
depth. I did not notice any sand or gravels as outlined in
the soils log. Also, the exact location of the soil test
should be determined by field measurements from the telephone
pole referenced in Jim Green's soil test. The hole at the
south end of the curtain drain was right at end of the
standpipe. The curtain drain was approximately 7 feet from
the sewer system. The system was 4 foot from the top of the
ground to the top of the gravel. The curtain drain was 3.5
feet from the top of the ground to the top of the drain.
Therefore, it appears that the curtain drain is very shallow.
It consisted of slightly less of a foot of gravel with SB2
drain pipe imbedded in the gravel and then engineering cloth
on the top. At the south end of the system the curtain drain
appears to be 9 foot to the east of the sewer system. Also,
the soils at the south end of the sewer system did not appear
to be representative of the testhole. Soils were silty,
sandy, gravels to silts. The distance from the standpipe to
what appears to be the south lot line appears to be 10 feet.
The testhole to the south is approximately 9 foot deep. In
neither hole was water noticed. The existing curtain drain
goes right down the lot line. It was severed by the backhoe
immediately south of the sewer system and plugged.
Recommendations:
It is recommended that the exact location of Jim Green's
testhole be obtained by measuring from the referenced
telephone pole and off setting to the south. It would appear
that this testhole would be very close to were the septic tank
is located. I would like this confirmed.
Because of the variation in soils I feel that an adequacy test
should be run on this system. My recommendations are that the
system be filled up with water; preferably warm water because
the frost level appears to be right at the top of the sewer
system.
Since the curtain drain is approximately one half of a foot
above the sewer system I would recommend that you contact the
1200 Lgesl 33r~1 Aucnu¢, Suite ~;. Anchoroq¢, Alosko 99503 ,(907) 561-5040
Municipality to see if they are amenable to allowing the
curtain drain to be within 20 foot of the system.
The next item is if the Municipality will not allow the sewer
system to be within 20 feet of the curtain drain even though
is of higher elevation then the sewer system. I recommend
that Almond get bids and try to set up the changing of the
curtain drain as a conditional of the house sale.
Let us go ahead and get the adequacy test and the health
authority because it appears that the system is approximately
10 foot from the lot line.
Signed by:
-~HEMICAL & GL..LOGICAL LABORATORIES ~F ALASKA, INC.
T.ELEPHONE (907) 562-2343 ANCHORAGE INDUSTRIAL GUNTER
5633 B Street
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY WATER SUPPLIER
WATER SYSTEM:
I.D. NO.
(*) See h on back
city Slate
MO. Day Yesr
Zip Code
SAMPLE TYPE:
...J~'R~utlne
[3 Check Sample (for routine sample
with lab ref. no.
[] Special Purpose
! [3 Treated Water
...E~,-UntreatedWater
SAMPLE
NO. LOCATION
I
I
4 I
Time Collected
Collected By
I
TO BE COMPLETED BY LABORATORY
Analysis shows this Water SAMPLE to be:
Satisfectory
[] Unsatisfactory
[] Sample too long in transit; sample should
not be over 30 hours old at examination to
indicate reliable results, Please send new
sample via special delivery mail.
Time Received
Analytical Method:
[] Fermentation Tube
~ Membrane Filter
Lab Ref. No. Result* Analyst
READ INSTRUCTIONS
BEFORE
COLLECTING SAMPLE
Rev, 1983
BACTERIOLOGICAl. WATER ANALYSIS RECORD
Membrane Filtec Direct Count
Collformll00ml
Verification: LTB
Final Membrane Filter Results
Reported By ~~~'"- '~ /"" Date
· ( Time:
TNTC = Too Numerous To Count
BGB.
Collformll00ml
ALASKA ENVIRONMENTAL
CONTROL SERVICE' 'NC.
1200 west 33rd Avenue ouite B
ANCHORAGE, ALASKA 99503
Phone 561.5040
SHEET NO
C^LCUL^TEODV ~., G~*~eO
CHECKED BY
SC^LE }',J T 5
OF
DATE