HomeMy WebLinkAboutTHUNDERBRUSH LT 6Onsite File
Th nd rbr sh
Lot 6
#015-142-65
Dec_02.2022 10:10 AM Anchorage Well & Pump Service Inc 9072430742 #3926 P 1/ 1
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7991
Pump Installation Log
Well Drilling Permit Number:
Parcel Identification Number: 015_142 _65
Date of Issue: - -
Legal Description Block Lot Property Owner Name & Address:
HOLCK DETER S
THUNDERBRUSH 6 1801 NORWOfO1D AVE
BOULDER, CO 80304
Pump Installation Date: 11 - 30 - 2022
Pump Intake Depth Below Top of Well Casing: 165 feet
Pump Manufacturer's Name: FE'S
Pump Model: —_-... . 7FR07PR-3W30
Pump Size: .75 hp
Pitless Adapter Burial Depth: 12 feet
Pitless Adapter Manufacturer's Name: MARTIN ON
Pitless Adapter Installer:
Well Disinfected Upon Completion? X Yes ❑ No
Method of Disinfection: PELLETS
Comments:
Pump Installer Name: i
ANCHORAGE WELL & PUMP SERVICE
Company: 7640 KING STREET
ANCHORAGE, AIC 99518
Mailing Address: 907-243-0740
City: State: Zip:
,Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
kNev un/uzri a/
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE
WASTEWATER INSPECTION REPORT
Permit Number: OSP201313
PID Number: 015-142-65
Dwelling: ❑ Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
Peter Holck
ABSORPTION FIELD
El Deep Trench OR Wide Trench ❑Bed El Mound
Site Address
11401 Thunderbrush Circle
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
(512)788-5393
Four (4)
1.5 GPD/SF
4.7 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.7 Ft.
Gravel depth beneath pipe
2.0 Ft.
Subdivision
Block Lot
Thunderbrush
6
Fill added above original grade
0 Ft.
Gravel length
70 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
1
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
I Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
500 Ft'
1
Ft.
Well
>50'
>50'
>50'
N/A
'>25
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding X Other
Manufacturer
F.A.P/Advantex
Capacity
1500 Gal.
Surface Water
>50'
>50'
>50'
N/A
Material
Number of compartments
Lot Line
>5'
>10'
>5'
N/A
NA
Fiberglass
2
Foundation
>1 O'
>10'
I >10'
N/A
LIFT STATION
Manufacturer
Capacity
Remarks
Orenco Pump Vault
100 Gal.
Alarm location
On Advantex Panel
Electrical installed by
Power Lighting & Control LLC
PIPE MATERIAL House to tank D3034 Tank to
drainfield D3034
Installer
Northern Excavation
Drainfield D3034 CO/MT D3034
Inspector Jake Mlllete
BENCH MARK (Assumed elevation) 100 ft
Inspection 1st 10/27/20
11/10/20
Location and description
2�d
Bottom of siding
3rtl
4`h
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Conditional Approval:
Date
4.-
Benjarr A chiller
Septic System
Q�F�
•. CE 12592 .•��`���
Approved
��,eU' Date 7/ ,2ii Oa
•7/20/2
�pROFESSIO�P
Note: this approval does not include well permit requireme ts.
kNev un/uzri a/
x x x x x x x x
EXISTING WELLS
1"=50'
70' LONG x 5' WIDE x 2' EFFECTIVE
DEPTH ABSORPTION TRENCH.
4-BDRM DUPLEX
1,500-GAL ADVANTEX TANK w/
AX20 POD & PUMP VAULT PUMP
VAULT & TANK ANCHORED
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
PV - PUMP VAULT
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
PERMIT # OSP201313 PID # 015-142-65
THUNDERBRUSH SUB, LOT 6
A B
2CO 23.9
MH1 28.0
MH2 35.5
A
B C
C
MT1 27.45
MT2 46.5
28.3
PV
38.5
41.15
51.35
49.35
THUNDERBRUSH
FEET
0 50 100
CIRCLE
SHED
10' UTILITY EASEMENT
EXISTING 4,000 GALLON
HOLDING TANK
DECOMMISSIONED PER UPC
MT1
MH1
TH1
EXISTING WELL
EXISTING WELL
620
615610605
MT2MH2
PLAN AS-BUILT
2CO
PV
38.7 93.7
Benjamin Schiller
CE 12592R
E
GISTEREDPROFE S S I O N A LENGINEERJuly 20, 2021
PROFILE AS-BUILT
(NO SCALE)
93.9
89.1
98.7
PERMIT # OSP201313 PID # 015-142-65
THUNDERBRUSH SUB, LOT 6
AX-20 POD AND
MANHOLES
100.3 ORIGINAL/FINAL GRADE
70'MTTH#1NO GROUNDWATER 11/3/20
95.6
87.3
95.6MT2' INSULATION & GEOTEXTILE FABRIC
DRAINFIELD ROCK
1500 GALLON
F.A.P TANK2COMH MHPV97.697.6
Benjamin Schiller
CE 12592R
E
GISTEREDPROFE S S I O N A LENGINEERJuly 20, 2021
Municipality of Anchorage
On -Site Water and Wastewater Program
P.O. Box 196550 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
Review Comments
Engineer: FORGE ENGINEERING
Legal Description: THUNDERBRUSH LT 6
Parcel ID:
01514265000
Permit:
OSP201313 Septic
Report Type:
As Built Review
o�'-�XCnr
06-4 f
L)epai-tment
6/8/2021
Completed By: R.Carroll
The application has been reviewed and the following comments have been generated. These are to be satisfactorily
addressed prior to MOA approval:
1. Please provide a current as -built survey.
2. Please fix the soil rating on the inspection report form.
3. Please account for the 2 ft effective depth in the Total Absorption Area on the inspection report form.
4. Please enter the pump vault alarm location on the inspection report form (on AdvanTex panel?)
5. On the site plan, it appears the trench is within the 50 ft radius of the well on the lot. Please address.
6. Please correct the well to field distance on the inspection report form.
7. Please show the test hole, bottom of test hole relative elevation, groundwater level and date of groundwater monitoring
on the profile drawing.
8. The field profile drawing indicates that original grade was the same along the entire length of the field. According to the
permit drawings, there was a 2 ft difference in original grade along the length of the field. Please address.
9. Please provide pipe invert elevation on both ends of the field on the profile drawing.
1) Survey attached
2) Soil rating corrected
3) Absorption area corrected
4) Alarm location added
5) Plan corrected to match surveyed well locatrion
6) Distances on IR form corrected
7) Test hole added to profile drawing
8) The original design was accounting for lidar contouring
nearly the identical from one side to the other.
9) Pipe invert elevation provided for both sides of field.
Upon field inspection, OG was
10' UTILITY
EASEMENTS ....
TREATMENT
Lot 40C
CHAIN—LINK FENCE
Lot 7
CHAIN—LINK
SP
PIPES
I
\2? N
2 STORY DUPLEX
50'
CANT
ECTIVE RADIUS I
Lot 6 —WELL I
11,060 S.F. /
't
THUNDERBRUSH
CIRCLE
`CHAIN—LINK FENCE /
P
�ryry /
Lot 5
PLOT PLAN --- AS BUILT _X— SCALE _1=__30__ GRID _ SW 2637Project No. ____20=704181----
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, inc. (907) 522-6476 Phone 000000p0
(907) 522-4625 Fax o F q X04
Professional Land Surve ors kenOiangsurvey.com
Y jonothan*langsurvey.com SOP '......
I hereby certify that I have surveyed the following described property: ���'
LOT 6, THUNDERBRUSH SUBDIVISION (PLAT No. 70-304) o * 49TH
Anchorage Recording District, Alaska, and that the improvements situated thereon are P,•i��rKEN
"
within the property lines and do not encroach onto the property adjacent thereto, thatno im rovements on the roe I in ad acent thereto encroach on the surve edP P P rtY Y 9 j Y ETH . LANG
premises and that there are no roadways, transmission lines or other visible O (^c ( o�
easements on said property except as indicated hereon. Q s . J%(l �
p 'k�
LS -5202.."'.
Dated this the i'a _ Day of mow- _��� _, at Anchorage, Alaska p4 Faa N� o
Q��_ fS510NA1- o
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201313
Work Type: Septic Upgrade
Tax Code Number: 01514265000
Site Legal Address: THUNDERBRUSH LT 6 G:2637
Site Mailing Address: 11401 THUNDERBRUSH CIR, APT A, Anchorage
Owner: HOLCK PETERS
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
,, ent
Department
8/27/2020
8/27/2021
11060
Q Disposal Field 171 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
�D
Sperm ial Provisions:
J A test hole shall be provided prior to construction to verify separations to seasonal high groundwater, as well as
confirm percolation rate across entire length of drainfield. Construction may proceed at your own risk prior to 7 -
day groundwater reading. If results require a design change, construction shall stop pending Onsite review and
approval of a change order. Please submit results with the inspection report (or change order, if required).
SI �s
-See Roo- V aO k.VP_ for LN?[ .t a ior\ q Se" a (o` 4, +es+ We,
Zn 0.8d lion, poi- holes ova a.djcacevJ 1o+S SLyrn{- 6o4vm
of 4 -Tench Ca 5 _ e II/y/20Zo
Received By: Date:
Issued By: Y 7YI&OA Date:02 �a G
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-142-65
Property owner(s) Peter Holck
Mailing address 1801 Norwood Avenue Boulder, CO 80304
Site address 11401 Thunderbrush Circle Anchorage, AK
Day phone (512)788-5393
Legal description (Sub'd., Block & Lot) Thunderbrush, Lot 6
Legal description (Township, Range & Section)
Lot Size 11,060 Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF)
(wlwo ADU)
Septic Tank
Upgrade 0Duplex
❑
(D)
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE ! WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct, I further certify that this is in accordance with
applicable Municipal Codes.
-P�' a Q"-�
(Signature of property owner or authorized agent)
Permit/Rush Fees:q 6, -5 Couj_0
Date of Payment: -a1f1112 D 2-0
Receipt Number: 0 559 7D
Permit No. 0SP�0131zj
Permit App_-'- : :L. r
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Co -;w 1
E
5*,
EEEING
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
November 4, 2020
MOA Development Services
Department of On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Thunderbrush, Lot 6 —11401 Thunderbrush Circle
Septic System Design
Dear On -Site Services Engineer:
The holding tank on the subject lot is nearing the end of its useful life and must be replaced. We
are submitting this permit application for the construction of a new septic system. The existing
holding tank will be decommissioned in accordance with the Uniform Plumbing Code. The
attached site plan identifies the location of the home and the existing well and septic system along
with the proposed location for the new system. No conflicts exist between this proposed system
and any other well or septic system on this lot or adjacent lots.
The ground surface on the lot is flat in the area of the proposed trench. There are no slopes greater
than 25% within 50 feet down slope of the trenches. Ground surface contours are shown on the
site plan indicating the grade and direction of flow. Storm water drainage will not impact this
septic system. The new trench cannot be constructed parallel to the slope and will have a 2'
difference in elevation from the south to the north end. The trench is designed so the effective
absorption area is entirely in the receiving soils.
The percolation test completed on subsurface soils in 1983 indicated an absorption rate of 24
minutes per inch. A new test hole was recently placed and indicated similar soils, but with a slower
percolation rate of 60 minutes per inch. The absorption trench has been designed for the slower
percolation rate, but with a conservative application rate of 1.5 gpd/sf. Seeps were encountered in
the test hole at a depth of 6'. No accumulation of water was noted in the test hole during the
monitoring period and the seeps are probably surface water from recent rainfall filtering through
the area.
The proposed absorption trench has been moved out of the area of the old absorption pit. If the pit
is encountered during construction it will be removed as noted on the Site Plan.
The new system will be a minimum of 50' from all wells and surface water, 10' fiom any water
service and more than 5' away from the septic tank.
Please refer to the attached test hole log and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, PE
• 49th 's
....... .............. ..................... in -
MICHAEL E. ANDERSON
+
Na. CE -4381 ZN
•♦+44 pRQFESSI•���� r
THUNDERERUSH, LOT 6 C,O 1
I �
� I
EXISTING WELL
`}� lj i i\
T 12 J i t � 22 L40B41
T12N R3W SEC 22 L f _
70' LONG x 5' WIDE x Z EFFECTIVE
jDEPTH ABSORPTfON TRENCH.
/ C,._,.—.___MT 1Q' UTILITY E�SE�vtEI T � � � f
_ -szo' ® — EXISTING WELL �v
PVA _ �TH1 MT /
MH. —r ®.�
L FCO 1
-1,500AL ADVANTEX TANK W AX20 POD
& PUMP VAULT. GROUNDWATER MAY BE
IENCOUNTERE,D�z~ANCHOR TANK AND
PUMP VAULT'IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
TO PREVENT FLOTATION.
DECOM SSION EXISTING')
I DUPLEXES` i4 000 LLON HOLDING/'f �t
STAN ER U.B.C.
--LOT--5-
LOT 1 f
LOT
- THUNDERSRUSH
CIRCLE
EXISTING WELL
NOTE:
AN ABSORPTION RIB AND DRENCH WERE PLACED IN THE AREA OF /!
('1 r I nT Q \ j' THE NEW ADVAN�EX AND
IN 1971 THE EXACT LOCATION IS
_ UN
OL
ccr
EN
,r
KNOWN. ThE NEW TRENCH MUST BE A MINIMUM OF 16' FROM T . E
D CRIB AND TRENCH. THE OLD CRIB MUST BE PUMPED,
�MPONEN/TS REMOVED QND DISPOSED PER U.P.C. WITH THE
SUING EXCAVATED AREA BACKFILLED WITH SAND.
i
NOTE:A ,
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE LEGEND
PROPOSED SEPTIC SYSTEM
CO - CLEANOUT
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO - DOUBLE CLEANOUT
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT
SYSTEMS. PV - PUMP VAULT
0 50 100 MH - MANHOLE
FEET MT - MONITORING TUBE
SV - SEPTIC VENT
1 "=50' TH - TEST HOLE
DESIGN FACTORS:
600 GPD PEAK FLOW
PERK RATE: 60 MIN/IN
APPLICATION RATE: 1.5 GPD/SF
600 GPD / 1.5 GPD/SF /5' WIDE / 2' DEEP -.7 (RED
BOTTOM OF TRENCH: 3' TO 5' BELOW GRADE
FLOW LINE ELEVATION: V TO 3' BELOW GRADE
TOP OF TRENCH: 0.5' TO 1.5' ABOVE GRADE
115,
2" INSULATION
& GEOTEXTILE FABRIC
SYSTEM REQUIREMENTS:
S WIDE TRENCH SYSTEM
1,500 GALLON ADVANTEX FAP TANK
AX -20 POD
CC4 �
FACTOR) = 56 LF TRENCH REQ. (70 LF SPECIFIED)
2
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
5
NORTH END OF TRENCH
r- 5'
LATION
'EXTILE FABRIC
=ORATED PVC (HOLES
IELD ROCK
SOUTH END OF TRENCH
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE SOF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
i
E N G I N E E R I N G�
C0 # 1
SOILS LOG AND PERCOLATION TEST
" E N G I N E E R I N G
LEGAL DESCRIPTION: THUNDERBRUSH, LOT 6
PERFORMED FOR: PETER HOLCK
DATE: 10/28/20 PROJECT No.:
PARCELID#: 015-14-265 TECHNICIAN: J. MILLETTE
DEPTH TEST HOLE 1
(feet)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
1
1
SLOPE
> •`
SILT w/COBBLES
WAS GROUND WATER ENCOUNTERED?
ML
DEPTH To
WATER
(INCHES)
WATER SEEPS AT 6'
. q4. .
NO ACCUMULATION
SLOPE
> •`
READING
WAS GROUND WATER ENCOUNTERED?
YES
DEPTH To
WATER
(INCHES)
'
11/3
IF YES @ WHAT DEPTH?
6
L
10:50
5-4/16
DEPTH TO WATER AFTER MONITORING:
NONE
0
11:30
30
5-12/16
DATE OF MONITORING:
11/3/20
P
11:21
a
5-4/16
4
11:51
30
5-12/16
8/16
5
11:52
5-4/16
6
COMMENTS:
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
(INCHES)
NET DROP
(INCHES)
11/3
TEST HOLE PRESOAKED 4 HOURS PRIOR TO TEST
1
10:50
5-4/16
2
11:30
30
5-12/16
8/16
3
11:21
5-4/16
4
11:51
30
5-12/16
8/16
5
11:52
5-4/16
6
12:22
30
5-12/16
8/16
PERCOLATION RATE: 60 (MIN/INCH) PERC. HOLE DIA..6INCHES)
TEST RUN BETWEEN: 3 FT. and 4 FT.
7 � G
NRI"NICIPALFT'Y OFAVNCHORi , E
ADVAN*C1--J)
k 'TrINANCE AND REPAIR AGREEMENT
IN,
THIS �Mi,' INTFNANCL� AND REPAIR A(iRtill-',NMLXE hereirl made and
�jf -? (1, b�, and benveen
�4
herein flic "O,VNFR.- and the
Ancllora!-,:. lierc-in the -�M l.'N J(APA 1_1 I-)". iti-accordance %vitll Code
(.A\4C) 1,7.63.36-5. hi con.,4derzition, Of0ieniulual ec,%,e milt." ills LnowiirwJ- hcrcln. the partic-sionlis
At-IlMnentaa_rcicaftflkovs
Ndvaii? stclvaO�r Trearnient.ivstems. Tiw� Municipa-lity grants 1--eii-ji-zissic 1 ILI I e
u(I YN".1 i - - it ti --
(-),o, iter to ud' E Ize and operatean Adv�ijjc�(i IA"astew-aer Ti umnetit System (AWN�I'S),
Advantex Waste Water Treatment.Svstem
located at (]C4 -,al description)
Thunderbrush, Lot 6
2 'M
Rvvairs and Alterations.
Mslier is rtcliIiiet; Iv understand and inilia", cacli �,cctkfrl)
9 Tllrounhoutlh(1(:nu ofthis Agreeinerti. die Owner stiall enter into aser vict: aorceill !It
a c
vvilh mn A'VVVTS scnv-ice arid rn 11i nz�nzulx'o provider approved by the IMunicipality or lhu�
conkntion capahie- Gil' F, crforming as ajul pruducing tneatedseptheffluent in
'Lliccordance wic1`! TIQ qjuipment's ap!,-wovul 17017 OPCI-ilti,01-1 311 t1IL �Nllfl1il43jmlily,
PJ- it shall 111111� .lit rcsponsibil iw, of lhOwner during 01c lem-, 0 C this Agrecirient to pay for o I I
rcpw6r(s`). TCOlaCeMC11A Wild 1,11SP, ctiotl c.134T3, fllis
Includes am an-nual maimenaiwe fee 5400 to 5600),
Own --r a-r,2es tma; Only niaintcnanL, avid repiiir persi-.)nncl apprzwt�,J b,,Y Ube Nclijilicipalitj
or the mari id`a�i representati-ve ivij I ilispecl and make ilii
repairs or permitted aherations lloflw sysztem_
dint regular mairitcnant�e of an AV,"WTS reduces Efic rA)tcn-,iaj
Inctude
1-e I' I NU Q I 'xl C ;I I .
(Wer ackn(mledges that Ae NhmkQmHry mav 'cqt cst rocords of mairienance and
re -pairs Cromhu mprennu-ti've or maimcna ance pt-w0der.
L thal the line IN ndking to nmii-utzLin an- J rcp.,Iirar" AVVAV-F'S Imly he
assesstxl in nceordancQ wiui AM(' 1160MO
O"vnct, az, �fccs Io zp--int the Munijaky reasonable access zo test and Aspect be
AWNVIS. M khmicilmHy wHI gixe at im 24hour noW.
O'.vner agrees, that auiySill4 is [ransl7cr of title cAfthe property Will 110t �ICCM Wit]IOLZZ --h 21CW
Cen-fificate of On- =tits. Sysionis Apprcwal.
ONVIllet a,(.4rees th.--,u the AWW" S instafflation and maintenance req uih-2,mems a,,& provide, d
by the vendorinstafler and -jppvoIrcd bov flit Mmnicipalqy are% th;� g
overning
godeli1x's for tlw miziijimiance amlrej-,idr of -Th,' Owncr's AWYM.
i.
01 t I i t� a s i i i r Cd b y I h e
(�r AlliCr �'�-T-.-NS to Ili,- ain reinotu moniuwi,
1 Term. Ini'.; tcrni offliis Aprcernent shall begin on the date of appr,.7�Val by the
X-Iunicipalft-y to CTMWC we mg. -flied syst mn7 or L,,poji mansfer, of title. and shz-ffl oonthm,�
while Ehe AWkV'.FS is op,mationai or until title is transre-FTed,
4. NanwaWen The
Agivernent shall in no �vay constitutc, a waim of the pmvision& nor in any way afict
ihe Wdly af ke Agmemmu or any pan Smak ordw Hght foci Mc Mmkilkily
thmnow, to Mxce every 1}J 'ti hurmcE
I Aawndmerq, A', reenticiit shall only be amended by authorized. Yepreseniviv-es of
thk4 ov,,11,Y'r and IML-nicipality, Any atlempt to amen' this agreement Iry eimeran
imairtlumized representativecw arrauthorixed 313 aii,3 sbaJI lhc void.
6. Jurisdiction. Choict of Law. -Any en,i] action ori -sin,--, rrom this Agm,"ement sh4l be
brou,4r,Ju in the Sup-,rior (-*i.-)Liz-t for dit Jbkd Judichl lOU of the Smm of AM% at
Anchorage. The la,,vs of tho St of AM shall govern the AgMs mW ohlipdom of we
ixirt"es mider this Agmemem,
jmk%ion AM nm KNOW Q re-mnjnim�, provi-sions of lie Ap-cement.
OW
(sipal.iirc) Dale.
C-71--
S]'ATE OF ALASKA
TMRD JUDICIAL DISTRICT
I'lie forephipt ins
if -
I Notary Public
N 61'. - �1 Z Y i " 1-13 1, 1 C T —
-0- AF
R- ,
� SIC.. RICK CHARLES PILAPIL
NII. i"Z�eLvlo 81alm o,Alnka
MY Commis -m E%p1ras Sopt. 24, 2020 Q
INJ 17
Bv � NZICIPA IT avug ('sigmthire'.)
.. Rti-16 Ccr, arro U _(prinE name)
DaLe' /10 2c)
Thle:
Pnkra3 nf-1
MUNICIPALITY OF ANCHORAGE
n �
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 015-142-65
Legal description THUNDERBRUSH LT 6
Site address 11401 THUNDERBRUSH CIR
Current property owner(s) KODIAK MOUNTAIN LLC
X The On-site system(s) is/are approved for 4
Conditional approval for
Comments or advisories:
Expiration Date:
bedrooms
2/20/2025
bedrooms, with the following stipulations:
By: 7 QOriginal Certificate Date: 4/3/2024
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval—June 2022
MUNICIPALITY OF
Development Services Department7
On -Site Water & Wastewater Section
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 015-142-65
Complete legal description Thunderbrush Lot 6
Location (site address) 11401 Thunderbrush Circle, Anchorage, AK 99516
Current property owner(s) Kodiak Mountain LLC Day phone 512-788-5393
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: Q Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: X Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel ❑ Plastic ❑ Concrete ❑E Fiberglass
Age 3 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench 0 Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $--95-0 / J Waiver Fee $
Date of Payment �( / 2 QZy Date of Payment
COSA # (- 5C 2, y105� Waiver #
COSA Application—June 2022
6.19
3/26/24*
A+Home Services
N/A N/A
N/A
Benjamin Schiller, P.E.
(907) 522-7773
MUNICIPALITY OF ANCHORAPE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Cn " Day of Qjpf L1a4�,f__ of 20A% by and between
herein the "OWNER," and the" Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
'1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex
located at (legal description)
Thunderbrush Lot 6
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600). "
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement. .
(rev. 05/18/2018) Page 1 of 3
_ Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider,
Owner acknowledges that the fine for failing to maintain and repair an A W W'fS may be
assessed in accordance with AMC 14.60.030.
0�Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
_,Owner agrees that any sale or transfer of title of the property will not occur without a new.
Certificate of On -Site Systems Approval.
_.,Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
—Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNE
By:
(� (signature)
� t" S (print name)
STATE OF ALASKA )
THIRD JUDICIAL DISTRICT ss.
)
Date: r7 C,, 'a
The foregoing instrument was acknowledged before me this G day of MarClj
20 9.4, by
515o v�
D �8/'q
NO Y
LIC FOR ALASKA
`�� �P,.........,•.•
My Co
sion expires: I Oq 'Zo- -
�oT'�9� moo?
�No BL\
PIRFS
OF
MUNICIPALITY:
By:
. _(signature)
b'n )
.
Date:/S z �(
(print name)
Title:
(rev. 05/18/2018) Page 3 of 3
453 595
■■■■ ■ ■■s■■■■■■■ ■■■■ ■■■ on ■■ ■ lily s
■■■ ■ ■■o■ ■ ■ on ■ ■ ON
I� ■ ■■ ■ ■ ■ ■ on ■ ■ ■■■ ■■■ o
AcivanTex® Field Maintenance Report
RnchorageTank
Annual Inspection 907-272-354.1
Property Ownerfrracldng #
pH (6-9)
Operator
Peter Holck
Inspect
Laterals/Orifices `]
A+ Home Services Tech
Site Address
Pod Bottom]
Contact Phone
11401 Thunderbrush Circle, Anchorage AK 99516
2nd Compartment
(907) 555-5555
AX Site ID #
County ID #
Pod #
RTU #NL #
Date of Last Inspection
AX -151959
OSP201313
Floats 4]
RTU141726
06/24/2022
Retrieve O&M Info
Daily flow
Recirc ratio _
Timer settings:
Perform Field Sampling/Observations.
NTU (15* NTUs)
pH (6-9)
DO (2-6)
Odor Normal ❑ Pungent
Inspect
Laterals/Orifices `]
Clean
❑
Odor of sample
Typical X.Musty ❑ Earthy ❑ Moldy
Non -typical ❑ Sulfide []Cabbage ❑ Decay
Oily film in PVU ❑ Yes NNO
Foam in tank ❑ Yes tgNo
Check Control Panel
Recirc Amps Discharge Amps
Audible and visual alarms MOK
Dial tone (telemetry only) ❑ Yes ❑ No
Inspect/Clean Pump System
Inspect
Riser/Lid ..................... X(
Splice Box ....................
Float Cords ...................
Floats ........................
Pump.....................
Biotube® Filter.................
Biotube Pump Vault ............
Recirculating Splitter Valve.......
Clean
Measure Sludge/Scum
Sludoe Cclu..
1stCompartment
Current
Previous
Odor Normal ❑ Pungent
Inspect
Laterals/Orifices `]
Clean
❑
gib -
Pod Bottom]
Cu
1-71
Previous
2nd Compartment
Current
Previous
Current
Previous
Inspect
Inspect
Clean
Riser/Lid
Floats 4]
Inspect/Clean AdvanTex Filter
Odor Normal ❑ Pungent
Inspect
Laterals/Orifices `]
Clean
❑
Biomat: Normal ❑ Excessive
Pod Bottom]
❑
BridginglPonding: one/Minor ❑ Excessive
Intake Vent
❑
Inspect/Clean Discharge Pump System
Inspect
Inspect
Clean
Riser/Lid
Floats 4]
Splice Box
Pump
Float cords
Inspect/Service Other System Components
Inspect Clean
Inspect
Clean
Disinfection Equipment ❑ ❑ Dispersal LateraWOrifices ❑
❑
Observations
Additional Services Rendered
❑ Cleaned textile sheets? ❑
Replaced UV items?
❑ Replaced/Used other items?
Parts Used: W = Warranty, B = Billable (✓ appropriate selection)
W B Item Number Description
Final/Safety Inspection
KRSV reinstalled( Lids bolted on
�gmanifold reconnected; flush valves closed DaCont.1 panel reactivated
Summary/Recommendations
❑ System performing; no further action needed xjank needs pumping
❑ Call for service ❑ Other?
Comments 1GUiIh ill 2��"� P�✓h , z`^-}= F;.401�Qt
T �`r�� '-t
Signature /\� f / \,.Q �..� Date Zy
Fax completed form to 1-866-384-7404
Municipality of Anchorage
u 64 @
• Development Services Department
Building Safety Division R
On -Site Water and Wastewater Program
4700 South Bragaw St. 5A
P.O. Box 196650 Anchorage; AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-142-65 HAA #__W J
Expiration Date: t C — —
1. GENERAL INFORMATION
Complete legal description Thunderbrush S/D Lot 6
Location (site address or directions) 11401 Thunderbrush Circle
Current Property owner(s) Walter & Margie Thomas Day phone 346-1153
Mailing address
Lending agency
Mailing address
Real Estate Agent
11401 Thunderbrush Circle, Anchorage, AK 99516
Day phone
Beth Simpson / Dynamic Properties Day phone 727-2384
Mailing Address 3111 C Street, Suite 100, Anchorage, AK 99503
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
❑r
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
❑
Individual Holding tank
(]
Community On-site
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water systema The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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,
based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is(are) 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(are) in compliance with all applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation.
Watkins Engineering, Inc. Phone 349-1851
Name of Firm g g•
Address P.O. Box 110443, Anchorage, AK 99511-0443
Engineer's Printed Name Cindy W. Ellis Date 8/16/04
5. DSD SIGNATURE
Approved for _ bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following
4RTH
Cind W. Ellis
CE -1057
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By: --
Original Certificate Date: —.2 �~
(Rev. 01102)
Muni
Develops
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enorage
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"� �� `�
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in
�ogram
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VA�%IC`I �I IY%M1I/� STV^"'•
•• -
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ion rating (g.p,tt./tt- or tr/bdrm) system type`
Width it. 'GrMl befow'pipe— "ff
. a so7p ion area ft� Monitoring`fube _ Depress`iori o3erfield`—
esus ass For — bedrooms
m ie a ore es n a er a ed New depth in.
n.' ina w ep rr; sorpfon ra > g.p.d.
'NA
~
records that the above systems are in
Ci dy W. Ellis
fOA HAA guidelines in effect on this data �i d
-AUG-10-2004 TUE 03;21 PM DYNAMIC PROPERTIES FAX NO. 1 907 261 7670 P. 02
as/MR
s/0/0 00414:7S F 07 281 75 M- SCROW IST FLOOR OG
WOW
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•LOT SLr'RVEY CERTI FtrjT V rsu= CA. MOOVOINT
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4h'CF;0R'AGE RECORDING [NSTRICT
taut►� sr: OQWLINO •6 'A830CIGTE9 h v,a �' Uatb nT
p{04 EAST 101h Ave. 9011e 2 Aasi Jeucv
HCHORAGE, ALASKA 99601
tWCirA �1Arr 14AI w nn - ��a3.i' ,1: 0. F•8• Pp10:
r1TAPV 9fi�7
7e- 3DB
1
• MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services y
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
f
Parcel I.D. #�i— /��� HAA #
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Des tion (include lot, block, subdivision, section, township, range)
�;> G�3coEa �I� utilus�/ Til �3�J s Z -2 -
Location (address or directions)
�Tr t.J1E),6Ae0S// C%,t°
(b) Property owner Telephone : (home) Business
Mailing Address
(c) Lending Institution
Telephone
Mailing Address
(d) Real Estate Company and Agent kOh-%d- 1r>RoP&_Te-5 A+4 7-1
Address
Telephone SG3'3333
(e) Mail the HAA to the following address: (or check here'P!rif hold for pick up.)
List contact person and day phone number below:
S !.J/LL P/fid al
2. TYPE OF RESIDENCE
Single -Family Number of bedrooms y�g
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 th legality and status.
4. SEWAGE DISPOSAL
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 legailty and status.
72-025 (Rev. 7/88) Page 1 of 2
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, vATA 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 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 j ArC'S Telephone 7i-Sss3
Address 1y4Z bj _3_34- 177JCol, yyS3
Date
6. DHHS APPROVA _� � ,{/� L7
Approved for bedrooms by a''�_I �te ��% —��
Approved X Disapproved Conditional
Terms of Conditional Approval
CAUTION
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
cerificated based only upon the representations given in paragraph 5 above byan 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 omissions
in the professional engineer's work.
72-025 (Rev. 7/88) Back Page 2 of 2
MUNICIPALITY OF ANCHORAGE (MOA)
�IPALITY OHI �''I ��hoT - y Approval FEBRUARY 11984) ]
NMENTAL SE, VIfS%3.4744
iYU 2 7 19`88 Legal Description: Co! � S� t1A T�'teJ�X'd�EUVI
A. WELL DATA RECEIVED
Well Classification 1Z11 1 If A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Y6)—Date Completed X97/ Yield g F'PM
Total Depth /99r Cased to {/ 19 "Depth of Grouting ���
V
Static Water Level & ij, 7 Pump Set At
Casing Height Above Ground 'f Sanitary Seal on Casing(YN)
Electrical Wiring in Condui ON)
SEPARATION DISTANCES FROM WELL:
To Septic Holding Tank on Lot
l>�
Depression Around Wellhead (Y&I
On Adjoining Lots %7
� �L0
r
To Nearest Edge of Absorption Field on Lot W I ; On Adjoining Lots 113
To Nearest Public Sewer Line A41/� To Nearest Public Sewer Cleanout/Manhole �,4
i
To Nearest Sewer Service Line on Lots
�Q.G ie� ;
Water Sample Collected by —, Date
Water Sample Test Results Zcf ' Ar&4e
Comments& lrt,i i /ci� 7�3T 6•-9 5rr.
B. SEPTIC/HOLDING TANK DATA
f
Date Installed -�Size ovD No. of Compartments
Standpipes ON)
Depression over Tank (YA
Air -tight Caps&Y;N)
Foundation Cleanout(9N)
Date Last Pumped 7'-Z6 ._ors' 15~5
Pumping/Maintenance Contact on File (Y/N)for
Holding Tank,'High-Water.Alafm &/N) Temporary Holding Tank Permit (Y®
SEPARATION DISTANCES,FROM SEPTIC/HOLDING TANK:
To Water-Supply_Well To Building Foundation
To Property Line: To Disposal Field NJ /Y
�,
To Water Mam/Service Line a` �O 'r
To Stream, Pond, Lake dr, Major Drainage Course
Comments 1010" J / i c lvvv�S fh�t5� 7tJOz�i Uat1E� 7 tit�D
,Jai ot-JaEk i
72-028 (Rev. 7/88) Front Page 1 of 2
�.rr 77kidicRllv)ii/
C. ABSORPTION FIELD DATA
Rating in Absorption Strata
gstalled
Width of
Square Feet of Absorb rea
Depression over Field (Y/N)
Results of Last Adequacy Test —
SEPARATION DISTANCE FROM
To Water -Supply Well
To Building Foundation
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Statndpipes Present(Y/N)
Date of Last Adequacy Test
FIELD:
To Property Line
t To Existing or Abandoned System on
Lot ; On Adjoini
To Water Main/Service Line To
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATION
"Date-lustalled .
Size in Gallons ---�C
"Pump On" Level at
High Water Alarm Level at
Tested for
Meets MOA Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
_'Pump Off' Level at
Vent(Y/N)
"Check Permitted Bedroom Rating Against HAA Request"
I certify that I have checked, verified, or conformed to all MOA and HAA
inspection. �Q
Signed
Company
Date
MOA No
Receipt No. (�7�� ? %t Receipt No.
Date of Payment /D ' Z-% Waiver Fee: $ —
Amount: $ ���� OCA Date of Payment
72-026 (Rev. 7/88) Back Page 2 of 2
Pumping Cycles during Adequacy Test.
0
the date of this
•o,
0000o Doo ooa�0o0 o•°o6
lDROY C. REID, !R. o 8
•. CE - 2251 ca�f
�fP •••000eo o°O°•``�qc�A'
Seal
Compliance Inspection Report 0 U.S. Department of Housing
and Urban Development
NOTE: Reports of Final and Repair Compliance Office of Housing
Inspections left at site always require reviewer's signature Federal Housing Commissioner
to be Official. Consult mortgagee -for official reports. - - OMB No. 2502-0189 (Exp. 4/30/861
BUILDER - - FHA CASE NO.
- a. ❑ Report not left at site.
0 , % b. Highest moisture content of lumber:
- c. sport not official without reviewer's sig.
- MORTGAGEE'S NAME AND ADDRESS - PROPERTY ADDRESS
NO'
Explanation of
statements checked:
Othe!Init(��1`a{$
RET. AS
UNACCEP.
final
Uate Ol rrUp�uVn
I -= INSPECTION OF ON-SITE IMPROVEMENTS REVEALS.
1. Conditions at site indicate that construction ❑ was, ❑was not begun prior
8. ❑ Correction essential as explained below:
to date of approval for mortgage: insurance shown on commitment. (Applies
a. ❑will examine at next inspection.
' / report on new construction)
to initla P
b. ❑ Do. not conceal until reinspected.
-
- 2. ❑ Builder other than named in application.
9. ❑ No noncompliance observed.
3. ❑ Unable to make inspection.
10 El Acceptableribed below.
❑Cannot locate property; ❑House locked;❑ Admittance refused.
11. El Extensive noncompliance:
lianceapprovedeexh
❑House furnished Mortgagor or his representative riot present. -
a from bi(See lV below:)
III
4. ❑ FHA approved exhibits not available at site. -
b. ❑ Unacceptable construction. (See IV below.)
5. ❑ Individual Water supply system; El Individual Sewage disposal system.
12. ❑On-site improvcr.ants acceptably completed subject to receipt of certift-
❑No noncom _ - _ -.
noncompliance.
- cation that mortgagee's inspection reveals satisfactory completion of
❑Needs Health Department approval for acceptance. (See l// below.)
all items listed below.
❑Correction essential as explained below..
13. ❑On-site improvements acceptably completed except items listed below.
is delayed by conditions beyond control. (Scall/below)
6. ❑ Correction required by report no. not acceptably completed.
ompletion of which
7. ❑ Repairs required by commitment not acceptably completed.
14. Onsite improvements acceptably completed.
II — INSPECTION OF OFF-SITE
IM R • VEMENTS REVEALS, (❑ Completion assured by escrow agreement.
15. ❑-Correction essential as explained below.
17. Off site improvementsSli) ❑ Completion assured by governing authority.
f6 f-1 rn,nnior nn u,emial as explained below. -
`. ❑ Acceptably completed.
NO'
Explanation of
statements checked:
NOT RE
CEIVED
RET. AS
UNACCEP.
ACCEPT -
ABLE
18. ❑ Correction Essential as noted.
Prefabricator's certificate required by related
��\ ✓L,"�'�: ,l lt�t `�- S (.��
,�
-�-.�vtJ>JL� 1� -CI +l .. AC. _
Form ❑ Ind. water Ind. sewage
2573 Supply system disposal system
-
20. ❑ Acceptable Compliance with all specific cc difio�ns
- not requiring field inspection. f i"�
/
Termite soil treatment guarantee.
None
❑ �,l _ i, _.
CERTIFICATION: - Icertify that nave carefully mspecre i ms PruperrY u,1 o1s mar=• ^^•o •.. r...•...•-•• ••^ -.-- — ----
applicant, or proceeds of the mortgage. To the best ofmy knowledge I have reported all - -
noncompliance, work requiring correction, and unacceptable work. - - (Signed) Inspector
w.n, ocnnr OlalC cict n Ihm Pr(MON
-
-
TYPE OF STATEMENT REQUIRED
NOT RE
CEIVED
RET. AS
UNACCEP.
ACCEPT -
ABLE
18. ❑ Correction Essential as noted.
Prefabricator's certificate required by related
19. ❑ Incomplete items as noted. -
Engineering Bulletin.
Form ❑ Ind. water Ind. sewage
2573 Supply system disposal system
-
20. ❑ Acceptable Compliance with all specific cc difio�ns
- not requiring field inspection. f i"�
/
Termite soil treatment guarantee.
None
❑ �,l _ i, _.
j. APPROVED
j ❑Asmodified l�'(D �)'�" ` (Signed) T"""" Chief Architect E�.Deputy
1+ by
IV - TO MORTGAGEE: When signed below refer to statement on reverse side corresponding to designation checked
�❑ A. NONCOMPLIANCE - ❑ B. COitiMPLIANCE F-1 C. COMPLIANCE Incompleted items. "Mortgagee's ❑ D. FINAL ACCEPT--
i ❑ (a) Variations from exhibits Chad?,, commitment subject 'Assurance of Completion" may be submitted. ANCE
❑ (b) Unacceptable construction to inspection before issuance of - for completion - Closing papers may
'- ❑ (c) Premature construction Firm Commitment. $ not later than be submitted.
i
D / / fvi ned) i -- �/ 1 Housin Division ❑ Deput
INSPECTION NO. ❑ FINAL INSPECTION - ❑REPAIR -INSPECTION
uv Ands f wiiriA2051 (3-79)
w -o 19omonH
-SJDCrV'd f 11SOID Ip IM Jl0U1Lagn5 all Anon 'jocuo Ll aacj Dill UO pal MIrUl SP. UOn
Compliance Inspection Report • �I U.S. Depallnlenl of Housing
-',-7 and Urban Development
Office of Housing I r
Workmanship Rating Federal Housing Commissioner [j
BUILDER
a. ❑ Report not left at site. FHA CASE NO.
b. Highest moisture content of lumber: %
c. Q -Report not official without reviewer's sig.
MORTGAGEE'S NAME AND ADDRESS PROPERTY ADDRESS
Other Inijials' Final Date of Inspection.
HUD -92051 (3-79)
'UJOLUDWUIOD 6111 ilUM DDUPIld010DU011 Ul f0acJaSLll
013urn JOUJ Joj IeAOAddn jo olup of mpni U116011 SOM 11011DIMSUOD lmll slcaAD.I Ilolpad5Ul - uoponJ15110'J aArj QLa .ill (a)
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LHOdHH iVOI.LOHdSN1'l3NV1-1dVJO') —� -- -- ---
". S E OF QL S Na
DEPT. OF E %'IBONMENTAlL CONSE)l ATION
ANCHORAGE/WESTERN DISTRICT OFFICE
3601 C STREET, SUITE 1334
ANCHORAGE, ALASKA 99503
August 31, 1988
Alaska Environmental Control
Services
ATTN: Alan Wien
1412 West 33rd Avenue
Anchorage, AK 99503
STEVE COWPER, GOVERNOR
563-6775
SUBJECT: Horizontal Separation Waiver Between Well & Septic
System, LOT 6, THUNDERBRUSH SUBDIVISION, Anchorage
8921—WA-004 & 8921—FA-018
Dear Mr. Wien:
The Department has reviewed the subject waiver request and cannot
approve the waiver. The report did not show that the separation
required by 18 AAC 72.021 was clearly not necessary in this
situation. Due to the close proximity of the septic system to
the Class C Well, a potential for contamination exists.
Sincerely,
'---Steven W5 ng, PE
Distri n9ineer
SWE:pkk
Marston Properties
20
September ]-2', 1988
D/HUD
605 4th Avenue Suite 081
Anchorage, AK 99501
RE: 11401 Thunderbrush Circle
Lot 6 Thunderbrush SID
Anchorage, AK 99516
111-019738-203
Dear Ranae;
Enclosed are correspondences and documentation pertaining to
getting a DEC approval for the above mentioned property. We
have a problem because the neighbor has built his septic
system too close to the community well.
The attached information explains some options (not many) that
HUD must consider. Alaska Environmental Control Services
cannot do any further work until a decision has been made and
persued by HUD.
Since we are being transferred to another area this will be
the end of my work on attempting to get this DEC approval. I
have spent over four months just getting this far with the
state and municipality. Talk about dragging their feet.
Sincerely,
MUNICIPALITY OFANCHORAGE
HC/ DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
Marston Properties
Ed Tolley OCT 2 1988
D/HUD Properties RECEIVED
4105 TURNAGAIN BLVD. ANCHORAGE, ALASKA 99517 (907) 248-1717
PROPERTY MANAGEMENT * LEASING * SALES 0]
_._ REALTOR
A \
`C ALASKA RICO MMAL COUROL SkINS, InC.
5
a Cngineerinq & Enuironmental Studies
September 12. 1983
Marston Property Management
_ i 03 Turnagain 3. va
Anchorage, AR. 9907
Attn: Ed Tolley
Re: Lot 6, Thunderbrush Subdivision
Dear Ed:
Attached .is a copy of the submittal to Alaska Department of Environmental
Conservation (ADEC) requesting approval of the subject lots Class "C" well which
includes a waiver request for the distance from the well to a neighbors sewer
system. Also attached is ADEC's denial of the waiver request. This means no
approvals will be given for the well. The waiver request. letter (Attachment '.1
of 10) explains the situation of the neighbors sewer system being installed too
close to the subject well. This makes the neighbor in violation of maintaining
required separation distances. The installation of this system was inspected
and approved by a Municipality of Anchorage inspector.
I discussed this with an engineer at ADEC and asked what suggestions they might
have to remedy the situation. They have no suggestions and indicated that they
will not make any due to not having the time to consider it. I explained what
the MOA does in a situation like this, of not penalizing the owner of b"
subject lot, but approaching the neighbor in violation and forcing them to solve
the problem they have created. ADEC's response was that they don't .have time to
do things like that, and also, because this neighbor is a single family house,
ADEC has no jurisdiction over private systems.
They say any solution must be presented by the engineer for review and approval.
I then discussed this problem with the }ICA, Department of Health & Human
.Services. They said if an offical compliant is filed with them against the
neighboring lot explaining that the violation of separation distances will not
allow for the necessary approval to sell the subject property, they will attempt
to force this neighbor to bring their sewer system into compliance,. This could
be a very time consuming process.
One possible solution would be to convert the duplex to a single family house.
The only other solution I can think of would be to drill a second well on the
subject lot, making two private wells, each serving one of the two units of the
duplex. Either of these would reduce the required separation distances to 100
feet and the existing well would need a waiver to the neighbor's septic tank.
This waiver would be requested through the MOA, and I believe the chances are
excellent.
1200 West 33rd Auenue, Suite 6 9 Anchoraqe. Alaska 99503 9 (907) 561-5040
Tor 7ay NO to n0cars Sis with M to see Out they wann to Q. V you
any questions. please cnii.
Alan C. Shen
Engineering Technician
Approved by:
r or Re N jr.,PhD PE
Presid
b
STATE OF ALASKA
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
APPLICATION FOR ON-SITE WATER AND SEWER
SYSTEM APPROVAL
I. GENERAL INFORMATION
Type of Water Supply System
Legal Description of the Loc a))tion
tA,
Source of
10 1 Well (Drilled or Driven) ❑Surface (identify)
��pp
A®10-`r�cf/Vot=/cf-us� U
KNone
vkj S,G d -L
-
❑Roof Catchment - -Public
Applicant Name � e�.,� rye(
UD /d'7� //�/S/� / /C /
Ap licant is (Check one)
Bank ❑Certified Installer No. -
Owner/Builtler
No. of Bedrooms
Andress lStreex or P. O. Boxl
/ e /d. p� yD
Type of Resitlence Total
❑Single FemilY RK MultiFamily
U
'r/O/ G
7 �jW1i�T/
City, State and Zip Code
,4KPud. All 99s/
Telephone -
/_7/y -
Send Approval to: jrd3
E] Applicant Other. )Give Name & Addles,)
7� it1 cJ 9953
IL WATER SUPPLY SYSTEM
Water and Containment (Check all that Apply)
Type of Water Supply System
Treatment Of Water (Check all that Apply)
Source of
10 1 Well (Drilled or Driven) ❑Surface (identify)
❑Private
KNone
- -
[]Chlorinationrination
-
❑Roof Catchment - -Public
- o -
Serves more than one
❑Filtration
❑Mineral Removal -
- -
❑ Other (Identify) _
family) - - -
❑Other:
-' -
❑ Mottling Tank
tl
Asa G "
Well Data -
- Is the Height of the Well Casing more than 12" above the Ground?
19 Yes ❑ No -
-
IS a sanitary seal installed On the Well Casing? - -
yes ❑ No
Is drainage directed away from Or shall nd the casing within a radio, Of tO rest Of the W°II Casing? � Yes ❑ No -
le)
Date Drilled Depth of Well (F� t) Static Water Level (Feet) Yield (if Available)
Pump Rate (If Available)
Gal/Min
/% 11 / /� ��'
Gal/Min
Separation Distances from the Well Casing to each or the Following Sources of Contamination:
Absorption Area on of
Septic/Holding Tank on Lot Sewer Lines On Lot 1
/ 73r ¢Closest
/��
Closest Septic/Holding T/nk on Adjacent Lot Closest Sewer Lines j ent Lot
Edge of an AbsorptiomArea on Adjacent Lot
11
If tonic materials are stored on the property, including fuel tanks, paints, lubricants and other petroleum
indicate distance from contaminants to well casing:
On Adjacent ALot
On Lot �/� A11,4based
materials, pesticides, fungicides or herbicides,
Sampler Is:
Water Sample Taken by: Name
❑ Buyer K Engineer
004"
AddressD
e¢6 9�3 �
�i��.,6er, ❑ Government Official
fl
/7-00ul 33 /f✓r
Water Sample Results:
� �/� $'8' ❑ Uniatisfactor
Satisfactory - Date: f-
• •a•
Attach Copy
((qq
•�*
Commentsi Recommendations: ae i /P
e
�.
e
I certify that the above information is correct: •a•• o._ • see as•1 ate
° •O•
I'
yP etl/Printed Name Tit e
Signature � 01111, pe 2
2
51
••salsassss°° Q%
NOTE: Must be signed by aCerriFed Instiller, GroL ss•onal Engineer, Department o/ En4.$ "-Rfl)p+rc?'¢o or he Owner/Builder
III. WASTEWATER DISPOSAL
❑ Septic Tank/Absorption
�•i
Package Treatment:
❑ (Specify Brand Name or Process)
mss( Mottling Tank
Capacity of Tank
Where Waste is Disposed
Frequency of Pumping
Specify:
A/.
�T�
Soil Type or Rating
Type Soil Absorption System
Septic Tank Outfall
-13Discharged
Other ISpe city):
❑
To:
[Outhouse, Incinerator, am.)
Name of Installer
Date Installed
❑ Certified Installer ❑ Other:
Typo/Manufecturer
0 Owner/Builder
-
No.
9���OT
Septic Tank Si. (Gallons) Number of Compartments
Soil Type or Rating
Type Soil Absorption System
Dimeneions/Six a Soil Absorption System
Type/Quant] Backfill Material used for Soil
-
Absorption System
Percolation Test Results
Percolation Test by: (Name) -
Minimum Ground Cover over Absorp
Minimum Ground Cover over Septic
Cleanout Isrs/Cap, Installed on
Septic Tan
Ianout Pip `s/Caps Installed on
Absorption System
tion area
Tank
Yes No
Yes ❑ No
Feat
feet
❑ ❑
❑
Water Supply Source on Lot
Nearest Water Supply Source on Adjacent
Nearest 8tly of were;
Water Table/BadrOck
lot Line
Separation
- AJ 14
Lot
lSeptic nTannk
/RNs' 8p I%h/Y—/
Minimum Ground Cove over Absorp.
Distance to:
Feet
Feet
Feet
Feai
Feet
Comments/Recommendations
,s/A
Yes ❑ No I 4
a,
Icertify that the above information is correct:
Signature
Typod/Printed Name
Title, Reg. /Cert. No., Inst No.
Date
Water Table/Bedrock
Lot Line
Separation
NOTE: Must be signed by a certified installer, professional engineer or DEC Staff. -
15i1T Fvistinn Suefam .-
® i•is
i� `➢A a� {
aaaeaa OgCM06�1 i s�
se
is Ar
t t
®e0 .a• •11
9
J4
f o - ' r
•10red Prolessron R
*3iai/aaae P
F
Name of Installer - - -
-
Date Imtalled �•d/
-
9���OT
❑Certified Installer E] Other:
Owner/Builder
Type/Manufacturer
-❑
—172-E�
Septic Tank Size (Gallons) Number of Compartmams
Soil Type or Rating �I
fr
Type Soil Absorption S stem
D imensions/Size Soil Absorption
System
Type/Quantity Backfill Material used for Soil
-
-
Absorption Syztam 1
Adequacy Test Results:
AdequacyTesi Perfo-1rmezd8
y:(Attach Copyoffteport)
Date Pumped(/AFttacct, Copy of Receipt)
��`` �L
11 Pass El Fell - N//T -
- AJ 14
lSeptic nTannk
/RNs' 8p I%h/Y—/
Minimum Ground Cove over Absorp.
Minimum Ground Cover over 5e tic
Cleanout Pipes/Capz Installed on
Septic Tank
C leanout Pip.VCaps Installed On
Absorption System
tion Area ,t
/J R Feet
Tank
- - Feet
yes No
,s/A
Yes ❑ No I 4
a,
Water Supply Source on Lot
Nearest Water Supply Source
on Adjacent
Nearest Body of Waxer
Water Table/Bedrock
Lot Line
Separation
Lot -
-/
Distance to:
117- Feet
Feet
(Feat
/'/ /% Feat
Feet
Con-mentjs/Recommendations _
_ /t`6fA/q//—...
'-
1 certify that the above information is correct:
w.EaL
.a•-
Signature
Typed/Printed Name
Title, Reg./Cert, No., Inst No.[S' tA a
®�®
east
NOTE: Musr be signed by a professional engineer.
® i•is
i� `➢A a� {
aaaeaa OgCM06�1 i s�
se
is Ar
t t
®e0 .a• •11
9
J4
f o - ' r
•10red Prolessron R
*3iai/aaae P
F
A
`C, ALASKA CIIUIROflmMAL COnTROL SCRUICCS, IN.
o Enginctrinq 6 Enuironmcntal Swdits
July 19, 1988
Alaska Department of Environmental Conservation
3601 C Street
Anchorage, AK. 99501
Re: Lot 6, Thunderbrush Subdivision
The subject lot contains a 4 bedroom duplex served with a Class "C" well and a
4,000 gallon holding tank. The well was drilled in 1971 and is 199 feet deep
with a static level of 134.7 feet. In this particular area there is no known
bedrock at 199 foot depth, therefore, the well would be cased to the bottom.
A 4 hour well flow test was performed on 6/9/88. See attached data sheet: 5.3
GPM ws maintained with a total drawdown of 5.2 feet.
Storage Calculations:
Instantaneous Demand 8 x 2 x 20 = 320 gal.
Pump Yield 5.3 x 20 = 106 gal.
Storage Required 320 - 106 = 214 gal.
Existing Storage Tank- 40 + casing 82 = 122 gal.
Additional Storage Needed 214 - 122 = 92 gal.
With a total drawdown of 5.2 feet, the well is capable of producing a higher
instantaneous demand. The system has been working adequately since 1971,
therefore, we request you approve the existing storage until such time that
demand exceeds production.
From the attached site plan diagram, we find the separation distance from the
subject well to lot .6 septic tank cleanout pipe is 97 feet and to absorption
field standpipe is 113 feet. This system was installed on 9/15/80, after the
subject well was operating as a Class "C". To the north, lot 40B septic tank
cleanout pipe is 141 fee from the well. It ws installed 11/7/74, also after the
subject well was operating as a Class "C". At that time the required distance
was still 80 feet to the septic tank. We are requesting a waiver of the
separation distance to the lot.$ system. There is no well log for the subject
Drell. Neighboring well logs show various areas of hardpan, silt and clay from
the surface to 180 feet depth.
Water samples taken 6/9/88 show no sign of contamination. There are no other
sources of contamination within 100 feet of the well.
We request that you issue a Certificate to Operate for the subject well. If you
have any questions, please call.
Sincerely,
Alan C. Wien
Engineering Techncian
�1
i J
�G �,��a,PuS�►%
4/5/84
Lee Reid
AECS, Inc.
1200 W. 33rd Ave; Ste. B.
Anchorage, AK 99503
Dear Lee
On this date I called Mr. Kendall Muckey to find out
the depth of my well and the approximate date it was
put in. Mr. Muckey advised it was 199' deep and was
put in in the year of 1971 (approximately).
If you should need any further information, do not
hesitate to contact me.
T nk you,
Joan Gustason
CHEMICAL & GEOLOGICAL LABORATORIES OF rALASK47 INC.
5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343
FEDERAL TAX ID N 92-0040440
ILe ORPiORtS
ANALISIS REPORT BI SAMPLE fox Work Order 1 7173
Data Report Printed: JUN 17 88 4 15:18
Client Semple ID:L6, THUNDERBRUSH client pane : AECS _
PWSID :UA - Client Acct : AEECSRP
Collected JUN 9 88 4 16:25 his. 1.0.1 NONE REC D
Received JUN 9 88 4 17:00 hr e. Req i
Pleaexved with :4 DEG. C/ACID Ordered by : A. WIEN
Analysis Completed :JUN 15 B8 Send Reports to:
Laboratory Supervise :STEPHEN C.�L-'D_E / 1)AECS
Released By G • �`" " 2) "
.....................................................................................
Special - "-
Instruct:
Chemlab Ref I: 1358 "... Lab Snpl ID:
1 Norris: Water
.."
Allowable
::Parameter Tested
Result/units
------'
<:Hetbod
Limits
INORGANIC CHEMICALS/TITLE 18
-------
n/a n/a
ARSENIC
0.0038 eg/1
ASTH D2972
0.05 maxima --
WD(0.05) 29/1
EPA 208.2
1.0 maximum
BARIUM
WD(0.002) mg/1
NPA 213.2
0.010 maxim
CADMIUM
".-CHROMIUM
1D(0.01) mg/1 -
1ZPk 218.2 "
9.05 maxim - --
0.21 mg/l
SM14 414C
2.4 maximum
YLUORIDE
9D(0.01) ng/l
EPA 239.2
0.05 maxim
LEAD
mg/l
-SN14 3010I
0.002 maxim
MERCURY - -"
"NITRATE
;I3D(0.0002)
- "VD(0.10) mgll
SPA 353.2
10
-N
-WD(0.001) 09/1
fiSTN D3859
0.01 maxim .
SELENIUM
"
-10 0.01) mg/l
- ;Vk 272.2 .:..9.05
maxima - .
SILVER
SIL
-
0.31 WTO
EPA 180.1
1.0 maximum
EDITI
Sample ROUTINE SAMPLE
Remarks: SAMPLE COLLECTED BY A. WI EN.
...........................................
- --1•-•-•---•e-•-t
12 TestsPerforned
-See Special Instructions Above
•• 1UA-Unavailable
ND- None Detected
" See Semple Remarks Above
NA- Not Analyzed
LT -Less Than, GT -Greater Than
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite 8
ANCHORA0GE7) , ALASK040 A 99503
(9561-5
JOB
SHEET NO..Of
CALCULATED BY lj/g-./ DATE�
CHECKED BYDATE�
SCALE- vo
3
_
+
r,tw ruwirtwb it.)i
DATA SHEET
PROJECT: /'BUD
DATE
OF TEST: G-9 8S
LOCATION OF WELL (Legal Description):
G6
-��b
r
WELL DEPTH: /%9 FT.
CASING: FT
�
SCR:c'1: 1
DATE DRILLING COMPLETED:
1971 DRILLER:
STATTIIC WATER LEVEL (Top of
Casing): 1.31-7 FT
I
JETapsea Time ince
Clock
Pumping Started/ Depth
to - Drawdown/ Punping
Remarks. f
Tine
Stopped, Min. -Water,
ft. Recovery Rate, GPM
1
7-x-!5'0
",
/3t 7
s w 1 0 0
Start vGt �Q
30
5
0
z
2-0 /
7�I vu /37,7 L_ $;Z (Irl X4 + - 9j% /57
_ // L , 120 (2 hours) I —T �3 ctn9G as c >-3
"•• rani s.z 3.3 is5 /57 JS2
iSz � So � nouns � S3• / /s9 9y/
g—� 210 /19.9 Ss�_ S.3 473 �S9 //nn
RECOVERY re—<5114,j
u
Race.. ed
STATE OF ALASKA
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
APPLICATION FOR ON-SITE WATER AND SEWER
SYSTEM APPROVAL
I. GENERAL INFORMATION
es_•,P:,nnn•:L0T-
SID
6
OGI; 7N"'DL413R05)i
❑ Well (Drilled or Driven) ❑ Surface (Identify)
is: (Check one)
ApPma�"`• Name
Bank ❑Certified Installer No.
Bank
Z Q G U5 I -1 C �/
-mer
Owner Bat
Type of Residence Tota' No. of Sed'ooms
.
Address 'Street or v, pEoxl
Multi Family (•y
Single Fam ''y �1
O 10AIEPGa'Is
❑ Holding Tank
City. State and Zip Code
Telephone
G
Wall DataC] No
Is the Height of the Well Casing more than 12" above the Grou ntl? ❑ Yes
Send Appr� to:
�C Sr tA�L
C) _
C Applicant Oaer. (Give Name & Atltl•ess)
o
L,,,•� _ K JJ -
11. WATER SUPPLY SYSTEM
Source of Water and Containment (Chock au that Apply)
Type of waxer Supply System
Treatment of Waxer (Check all that Apply)
❑ Well (Drilled or Driven) ❑ Surface (Identify)
❑Private
❑NOne ❑Chlorination
❑ Roof Catchment
❑ Public (Serves more than one
E] Filtration ❑Mineral Removal
' ❑ Oiher (Identify)
family)
❑Other:
❑ Holding Tank
Wall DataC] No
Is the Height of the Well Casing more than 12" above the Grou ntl? ❑ Yes
❑ Yes ❑ No
Is a sanitary seal installed on the wall casing?
Is drainage directed away from or around the casing within a radius of 10 feet of the wall casing? ❑ Yes ❑ No
Data Drilled
Depth of Well tFeet)
Static Waxer Level (Feet)
Vieltl Ili Available)
Pump Pete Uf Av,liable)
Gal/Min
Gel; Min
Saparatwn Distances from the Well Casing to each of the
Following Sources of Contamination:
Septic. -Holding Tank on Lot
Sewer Lines on Lot
Absorption Area on Lot
Closest Septic/Holding Tank on Adjacent Lot
Closest Sewer Lines on Adjacent Lot
Clmest Edge of an Absorption Area on AClacent Lot
If toxic materiels are stored on the property, including fuel tanks, Paints, lubricants and other petroleum
On Loi
On Adjacent LOt
based materials, pesticides, fungicides or herbicides, indicate distance from contaminants to well casing:
Sarnpler 1s:
Water Sample Taken by: Name
'
❑ Buyer ❑ Engineer
❑ Banker ❑ Government Official
Address
Water Sample Results:
❑ ❑ Unutisfactory -Dan:
Satisfactory Data:
Attach Copy
Comments/ Recommendations:
1 certify that the above information is correct: Dat.
Siynatu a TVPed/vrintad aha
Title
Il' oN U LU. �+A'tES ENr r t er I u -TEc / r'r 2
NOTE: MsW bf **ffld by aC*-dr1ed lnttafler, Profrstionsl Enyinefr, Department o/ Emironnannl Conmrntion or tlra Ownar/BuRlier
I11. VVMJ I "— -.. - -
L
Package Treatment
❑ ($peaty B and Name or Processl
❑ Septic Tank: Absorption System
No (d
i�4�-�-
Frequency of Pump; 22g
WAsCr� AL1t6M
Tank -
{t
Capacity OE Tank
4 CA'
Where /W'aste is Disposed � /� Tsr9r1
I �•4 -4--
A specify:
T•
/TlJ
O[Fa tSpeci(yl
1 1
Septic Tank Outfall t V`4
❑ IOuthouie, Intinera[Or, etc.l
❑ Discharged To:
New System
Date Instated
Name of Installer
C Other:
Type r Manufacturer
❑ Certified Installer
❑ Owner Builder No.----��
Tank Size (Gallons Number of Compartments
Sal Type or Rating VIA
-1
lType Quantity Backfin Material used for Soil
Dimensions/SPze Soil l Absorption System Absorption System
Type .,,'Absorption System N 14 II
N
Percolation Tes[ by (Namel
Percolation
Percolation Test Results
if
Ground Cover over
Caps installed 0°
Cleano rss; CapsOsNlole on P1Pesvs[em
' bsorPt-on
Ses
Minimum Ground Cover over AbsorP
area
Tank minimum
� yySepc
-r. Feet
Septic Tan ❑ YNo
V ❑
Yk k
tion
Feet
Source
on Atljace nt
Nearest eotly of Rater Water Table. Bedrock
Lot .....
Water Supply So.," on Lot
Nearest Water BUPDIy
Fee[
Feet
Separation
IZv
Lot r
�Utat Feet
N y4 Feet
Distance to:
Comments/ Recommence
I Feet
tions
11.tlf4M
Q ffT� �.� it.,
)k517ECrEO
ItSTt1LCNTiC/+
lt,1l— 'If 4114C�sdi
Reg. /Cart. NO.. Inst. No. I Date
NOTE: Must be signed by a cum tied installer, professional engineer or DEC Staff.
Existing System
Type: Manufacturer
❑❑ Certified Installer Other:
❑ Owneri Builder No.
Septic Tank Size (Gallons)
Number of Compartments Soil Type or Rating
D;meneionEi Size SOii Absorption System
Type Quantity Bat kill Material used for BOII
Type Soil Absorption System
AhzOrD bO^ System
Adequacy Test Results:
Adequacy Test Performed BY (Attach COPYOf Report) Da to Septic Tank Ft,mped (Attach Copy of RE
❑ Pass ❑ Fail
Septic Tank Absorption SYstem ❑
Minimum Grountl Cover over Absorp Tankmum Grountl Cover over Septic Cleanout Pipes❑'Caps Installed on Cle l oYtos'Pa "am Ins Noe on
tion Area Feet ❑ Yes No
Feet
W a[er BVPpIy Sou tie on Loi lot rest Water Supply Sour<e on Atll acont Nearest Body pt 1\'ate"ILV Ater Table Bedr Feet ock ock LOt L�pf
Separation Feet Feet
Distance to: Feet
Comma n¢Recommendations
/0// A-V
I certify that the above information is correct: a .F tutee Nam¢ rtle. Reg.. cert. Vo.. `= dY - e•
N07"E: Must be signed by a
Jr.
i$10N�`+v
Feet i
i
a e b) All Structures c) Septic Tank d) Soil Absorption System
el Surface Water f) Sources of Contamination g) Property Line (Include Dimensions)
;I h) Closest well on an adjacent property i) Closest septic tank on an adjacent property
j. j) Closest edge of an absorption field on an adjacent property
.i,,. 2. Show distances between the well and each of the other items listed in 1.
3. Show distances between water bodies and each of the other items listed in 1.
4. In a cross section view of the soil absorption area, identity each component and show the depth (thickness) of the following:
al Soil Cover b) Absorption Material c) Water Table d) Bedrock e) Discharge Pipes
�HON■■■■�■�■■N�■■■■ten ���
ARCTIC ENGINEERS, INf--
I
1506 West 36th Avenue
ANCHORAGE, ALASKA 99503
(907)2 S61-I!,4S
P2 ":� �1_ CT At,4cH
WE ARE SENDING YOU XAftached ❑ Under separate cover via
❑ Shop drawings
❑ Copy of letter
L[EVUrl (11F c 4 S MDUML
following items:
❑ Prints ❑ Plans ❑ Samplesnn ❑ Specifications
❑ Change order �'..p0 R T T 1) 1" 1 2 \A✓l h(A
COPIES DATE
NO. DESCRIPTION
❑
For your use
❑
As requested
70
0. 3 e Alt Z0111t.3
❑
FOR BIDS DUE
0 o a s�
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
For your use
❑
As requested
For review and comment
❑
FOR BIDS DUE
❑ Approved as submitted ❑ Resubmit copies for approval
❑ Approved as noted ❑ Submitcopies for distribution
❑ Returned for corrections ❑ Return corrected prints
XeP.TAIQ IN YOUR FIL_lzS
9 ❑ PRINTS RETURNED AFTER LOAN TO US
• _1 u I C
VT 0
rem
oiffili"t rt• �► . . . • r
QE -C_ 'F012 W f <LE�aAW LE WA I t'Q
COPY TO �—
SIGNED: ;jj7�)
Psouum 240 Dim. mom.,. xzs oun. - If enclosures are not as noted, kindly notify us at once.
� u j !_ i s f J BILL SHEFFIELD, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION i Telephone: (907) 274-2533
Add es:: 437 E. Street
T i Suite 200
�I �e �lDo2_Y 2ceSFl S�� Anchorage, AR
99501
October 5, 1983 MUNICIPALITY OF ANCHORAGE
DEPT. OF H'ALTH 8
ENVIRONMENTAL PROTECTION
Mr. Ted Hawley OCT ti --
Arctic Engineers Inc.
1506 W. 36th Avenue RECEIVE
Anchorage, Alaska 99503
Dear Mr. Hawley:
Subject: Waiver on Class "C" Well, Lot 6, Thunderbrush Sudivision 11
The Department has reviewed the request to waive the
sewer system separation distance to 100 feet on the
cannot grant the waiver for the following reasons:
1. Leachfield upgrade would pass under a
drive way. This would effectively
eliminate that portion of the field
because of the tight soils found on
the Lot.
150 feet well to
subject Lot and /o
2. The Lot is too small for on -lot water and
waste systems wjth only 2765 ft2/bed room
whereas 5000 ft /bed room would be the
minimum amount needed for a waiver.
3. The proposed system upgrade is marginal
at best and is probably under sized.
4
6AJI 'I
J,�
�N
There is no information about the well,
i.e., well logs, depth, casing type
grouting, pump types etc., and no infor-
mation on any proposed hardening of the well.
Since ly,
Bruce E. Erickson
Environmental Engineer
BEE/msm
cc: Robbi Robinson, MOA
i4i i Y_= 1 � i_ I i aa° /� E e—i t -J W=_ H (W F°?F-1
- 9 i C-2-
DEPARTMENT
�
C.�EF'FIRTMEhIT u, °IEHLTFI AND ENVIRONMENTAL F 1TECTIONd
_25 ''L STREET, ANCHORAGE, AK. 9950!
264-4720
PERMIT NO. 830017
APPLICANT JOHN SAVINA =. R. A. E. 1648—B —E. may_—W 7r'a
K CATION THUNDERBRU H to 115TH
,LEGAL LOT E THUNDERBRUSH S/D
LUT _IEE 20060 _i=tUAFiE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER: OF BEDROOMS _ 4 =OIL EATING (SO FTrBR)= 240
THE REQUIRED SIZE OF THE _OIL ABSORPTION iRPTION _•YSTEM IS:
i~• �• W_-8 i. P-$ W� T i—i e_. W_W I.i �_! °^: ° �. G� � �-" i—! = eQ .
THE LENGTH DIMENSION I_ THE LENGTH QNd FEET)OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTAN'dCE 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 MINdIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION ON FEET:.
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURINdG THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER: OF RES•IDENC:E_. THAT THE WELL WILL SERVE.
-_ _. _ —�' i,°l W_I t ly _I T 14 -° K E=1= _T— i Cl rA <3 FA F Z E_ FR E= W_: LJ .1 FT E= E.:°
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INdSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
IINIMUM DISTAN'dCE BETWEEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM I_
LOCI FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
IPON•d THE TYPE OF PUBLIC: WELL.
IINIMUM DISTANCE FROM H PRIVATE WELL TO A PRIVATE SEWER LINdE IS 25 FEET AND
0 A COMMUNdITY =EWER LINE IS 75 FEET.
THER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
VAILABLE TO INSURE PROPER IN•dSTALLATION.
F0°E=fm? Y-0 Y T E: CF=j I F_E_° E> E= CD E= P1 E3 E K TA . A "DE3-
CERTIFY THAT
I AN FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND WELLS AS SET
-ARTH BY THE MUNICIPALITY OF ANdC:HORAGE.
I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
I UNDERSTAND THAT THE ON—SITE SEWER "cYSTEM MAY REQUIRE ENLARGEMENT IF THE
=IDENdCE I_ REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
IGNED
APPLICANT TOHN'd SAVINA _
SSi IED BY "! '_ ,L1eQ -------------- GATE__ l_ G_ -- _— V? 0
iae 4,1
6bd vllvovec✓ okal�l /.,7 up�sa hG1
944, lu/ 4, c/ /s �� q 6G� a�e��✓.
culcryla d S�t9s ✓yslam, we �/wu� ct✓
e-c�
Ile J'.e�JJ04//je. �,0��p/f .EP p46<¢c.,P;
! c 'wo 4
ra
4�/
� y � ,
J �
ENGINEERING INNOVATION W l HE' FAR NORTH
ARCTIC ENGINEERS, INC.
September 13, 1983
John Savina
7200 Dawn Drive
Anchorage, Alaska 99502
ENGINEEMNG STUDIES a DESIGN o CONSTRUCTION MANAGE4EN"I - $URVFYING
AEI# 83-032-01 JSS //
�b7'
Re: Lot 6, Thunderbrush Subdivision -Septic System Evaluation
Dear Mr. Savina:
We have completed an evaluation of the septic system and associated problems on
Lot 6, Thunderbrush Subdivision. The evaluation was undertaken at your request.
The findings of the investigation follow.
on-site sewer upgrade permit 830017, issued 1-06-83 by the Municipality of Anchorage,
specified that 720 square feet of absorption area (60' of 6' deep trenQh)._must..be
added to the existing system. This area requirement was based on a septic system
adequacy test performed by Alaska Environmental Control Services, Inc. on 11-17-82.
That test resulted in a daily absorption capacity of 200 gallons per_day.,_Qr.,400
gallons per day less than Municipality of Anchorage requirements for a 4 -bedroom
dwelling.
The excavator who was hired to install the upgrade recognized that the small lot size
and well locations at the site would make the upgrade very difficult to install
legally. He then contacted Arctic Engineers, Inc. (AEI) to perform -.a soil
analysis to Municipality of Anchorage specifications, with the hope of attaining
a lower soil rating and consequent smaller upgrade. The soil analysis and
pert test performed by AEI resulted in a soil rat;na f.230 squarefeet per
bedroom, in c ose agreement with t e previously established 240 square ft. per
bedroom. Additionally, AEI encountered groundwat 9feet below surface level,
which remained near that level during the observation period, 7/20 - 97_2T9_!_.__
The results of the soils testdidnot yieldany:significant reduction in the
size of the required upgrade.
Subsequent to the soil tests, all available information concerning the existing
property and septic system was assimilated and plotted on the attached site
plan, page Al. That drawing shows the surveyed -in house and lot corners,
septic system standpipes and well, from a 3-20-74 "As -Built." Additionally,
the drawing shows the approximate locations of the underground septic system
components as found in the records at the Municipality of Anchorage, Department
of Health and locations of adjacent wells determined by AEI.
RC` ICNGINEERSINC. 160 VV. 36THAVENUF ANCHGRAcr ALASKA 99,503�Jo//2//8593
5 3909 PAMICIA ANE a ANCHORAGE A4ABKA 99604c 907/3339423(AC000NNNG)
n
AEI was-alsorequested to perform -a septic system adequacy test to clarify the
results of the previous adequacy test. In that test, the surge capacity was
given as 10 allons, and the daily a orltion c 't deter be
gallons per ay. No information was included in that test report which
indicated ow the test was performed or how the results were determined. The
surge capacity was suspected to be innaccurate by AEI because the standpipe
at the crib.had just a very.. small hole into the crib. If water was input at that
point, it would require 10 gallons to fill the pipe- giving misleading surge
capacity data. AEI chiselled out the opening into the crib prior to performing
the test and achieved a substantially different surge capacity of 350 gallons.
The dailv absorption capacitv determined by AEI was 260 qallons per day. The
adequacy test report is included with this report. ��
The attached site plan along with the attached excerpt from the Munici a ity
of Anchorage, Dpeartment of Health and Environmental Protection on-site
wastewater system design manual, page A2, shows that with the existing
requirements for clearances to wells, no upgrade is possible. However, if
variances could be obtained onlv_. on the distance from ,well B, a class C semi-
public well, and distance from a driveway, the cross -hatched "possible upgrade
area" would become usable. Neta: X4t4 Dec // ns-/ pA,*'I yo�ioncc ,n //rc�is�!
The necessary variances would be 100 ft. to well B and the upgrade would need to
go under driveways on the south portions of the property. Those parts of the
system would require insulation.
'• The only other alternative which exists, as defined by Dr. Robert Robinson.of
Municipality of Anchorage, Department of Health and Environmental. Protection,
'would be to abandon the existing absorption system and install a 4000 gallon
holding tank. This would need to be emptied periodically and would/result in /
a very high operation cost. nA1j// ,11e O.S�C o/iw. AV �V 7�on.a- CO I'44 /DO
/D/ ; Pfg
According to the Municipality of Anchorage, Water & Wastewater Utility, there
are -no plans to provide that area with public sewer service.
The possible upgrade area is about 55 feet long, determined graphically from
page Al. From this determination, the calculations on page A3, were computed
to determine the maximum system size which the subject lot could support. Two
types of systems were evaluated, these being drainfield and trench designs, to
meet the Municipality of Anchorage requirements for clearance to ground water
as highlighted on page A2.
The resultwas that a maximum of 3.64 bedrooms could be provided for with a 4 foot!
deep trench upgrade. This system. would require a lift station and insulation
as shown on .page A4. The drain field (shallow trench) design resulted in a
maximum of 3.44 bedrooms, which would be constructed as also shown on page A4.
Both designs would probably require relocation of existing underground utilities
(i.e. natural gas service lines).
It is realized by AEI that the proposed system does not meet the full Municipality( -
of Anchorage standards, and that all figures used assume optimum conditions -
soil ratings and distance requirementsarepushed to the limits. However, when
the proposed system is compared to a holding tank system, it seems justifiable.
A well depth of 199 ft., previous satisfactory fecal coliform analyses, and tYeF�,
soil conditions on the property indicate that the proposed upgrade should hav
no adverse effects on the well serving the property, nor on neighboring wells,
AEI was also requested to make comments on a --letter addressed to Colonial
Mortgage Service Company Associates, Inc., dated August 26, 1983, from John
Gustason, Brian Walimaa and Joanne Walimaa, which is attached to this report.
Referring to item 3, "Raw Sewage is Seeping...", this is unproven - it is our
opinion that that water is scummy surface water, because at the time we examined
the crib the water level in the crib was several feet lower than the water
level on the surface. Proper landscaping so that surface waterwill be diverted
from the crib would eliminate that problem, and may improve performance of the
absorption unit. Item 6 is similarly unproven.
We were also requested to comment on any alleged damage to the absorption unit
caused by Mr. Savina operating a backhoe near the soil absorption system during
the spring of 1983. We could .find no evidence that any damage other than
aesthetic damage to the ground surface occurred.
We hope that this sufficiently answers all of the questions which were asked us.
No perfect solution exists to this problem, but we hope that a compromise solution)
such as we've suggested will be acceptable. If you have any questions, please
don't hesitate to call.
Sincerely,
ARCTI/ICC ENGINE RS,I, INC
Ted Hawley OF A�
..
Environmental n neer _o_(`._e,..•,..._'Q.o:�s
i Q ,
�'WEL(._ R -ISO' RADIUS
DIEL(- A- 100' RAOIUS
WE Ll 13 - 100'
t3
6
A
i
1 20
A_
L
V —
�\ \ \ 4 OEDROOH
EX (STING , DUPLIEX
LEACHING AREA \ �' _ A
POSSISL
POS&IBLE \�
LIP(` STATION J\\
Zxr.� � - 'si
,�s :ate-=
x
f
'e,
r
THUNDERBRUSH
CIRCLE
rt
1
p WELL C
ARCTIC
ENGINEERS
INC.
ANCHORAGE, AK.
O WELL A
�J^
RA DI US
IO' UTI L. ESM T Vl
- WELL SP
-- /
A
PROPERTY
LINE.
W ELL C
-loo ,RADIUS
PROJECT NO.$5-OS2
DESIGNED:
DRAWN: WTH
CHECKED:
DATE: cl- Q- 83
SCALE: I' = SO'
� APPROX,
PROPOSE
WELL
L0 -r6, THUNDERePUSH SJO
SITE PLAN
SHEET'. OF
j' Municipality of Anchorage
Department of Health and Environmental Protection
DESIGN OF ON-SITE
WASTEWATER DISPOSAL SYSTEMS
1. General
The options for a standard on-site wastewater disposal system
include deep trench, drainfield (shallow -wide trench) and
bed. The option selection will be governed by site con-
ditions, available material, and economics. Of these, site
conditions will usually be the most critical, and certain
guidelines and limitations must be standardized and applied
to all designs. These standardizations are defined in the
following paragraphs.
2. Location: The configuration of the lot must be such that at
east two replacement systems may be installed. The minimum
distances required from a drainfield are as follows: (a)
individual single family well = 100'; multi -service well -
Class C - under 25 service of less than 15 connects = 1501;
multi -service well - Class A/B - over 25 service or more than
15 connects = 200'; (b) lake, river, stream or major surface
drainage course = 100'; (c) any other existing or anticipated
drainfield = 301; (d) lot or property line = 10'; (e)
building or structure = 10'; (f) driveway or vehicle storage
or parking area = 10'; (g) water main or service line = 101;
($) septic tank = 5'. The drainfield must be installed
within 10' of the soils test site.
3. Slope:� The slope of the area in which a drainfield is
installed may not exceed 25% (14 degrees). Seepage bed
designs must be limited to areas having 2% or less slope.
These slope limitations must also be applied to the areas(s)
set aside for the two replacement systems. Trench or drain -
field systems must be designed and installed so as to conform
to the natural slope or contour of the area, and across
slope. The grade of distribution lines within a trench,
drainfield or bed system must not exceed 6" per 100' of
length. If distribution lines are not used, the same grade
limitation applies to the trench or bed bottom.
4. Ground Water and Bedrock: In all system designs, the minimum
depth from the bottom of the trench or bed to ground water
or seep shall be 41. Should there be seasonal fluctuations in
ground water depth, the shallowest depth to ground water
shall apply. The minimum depth from the bottom of the trench
or bed to bedrock or fractured 'bedrock must be 6'..,,
LOT' 6_. TNUN F( S/Dn
C?/"q/82
ABSoQPTtor( -Aq-A - (-CU(-,A-(IONS
DOTES:
AVA ¢LE G9-OVND SU12fACL A25SD?-P-T(or-I
2�tr `S'x �" 9 std. FT.
SOI L_ 2A T I I-4 Cr F 2 gvvi PEE ICEST CAF -:t
a3T. PC12- IIco2auyll
ChIO i.�S�sTMan? nnP�lEp�
N Cr -A Bso Q P[ t o hl C A Pfl L ICAST, I 9 &s)
a6c) C- 6,-j 0 A
G 2 D w A 7- C�� L E✓ CA ---
a T. EE(- > GNP.
i
ICIIALLO-) T2EtV(C!(
Q EDUC-T�e7N
bus
Fig G T r/�L P
HI
DO
Sv62CAC C
/�
�S0IL 2f^TING EDUCT fCM>(AC-T 0762.
-<7,S'-.c _ � e D t bArwmS
230 Ell/bed .7 U 1.?3
TO T^ t_ #- 1M CO 906M S iPmL t ."R L E = __I,
/\Nf)f\?(LIFr c- TA, 2cQb)
L_ � s �4) D q �4
# R ED 12 _D x L
,o (C- �A'T I N G
TOTAL -4 _R_Cf)VootmS_PosS_i3L_C,_-_ _ � 3•
PAGE A3
TR( --NCH OL.,(N
APP2OXI"A7C DaIVEWAYS
y�4(ASSUMEp)
�Q"H1GH DGNS19Y FOAM INSOL.
2 PERF. DIA -
LIFT STATION
EX(STINC- T -RF -NCH
iJ QA i NEl f.LD-DL_�,! (,P�(
3 �I(Ms UAi 60)
S T.l21130T10N L LNE
SUMP
MOUND DIRT OVE(2 TQC"C.H TO
P120VLDE, (.S' COVC2
'OEEP,C w�DE
EXISTING TRENCH
INSULATION - _=--
3'
I
(A"'PERF. DIST21$UT10N .INE r SIIMP
PROJECT \/,/-fFf
DESIGNED:
LOT6, Tv(vN Lx,, ,(2US14 S%D
w
DRAWN: wiZFf
CHECKED: NOPOSt-3 0MA40 Ul,
DATE: Q- 12-533
SCALE: 1 1 0' L4 SHEET OF
X SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION M PERCOLATION
• +.F TEST
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
PERFORMEDFOR: DAyE ') ueo(GT cog
-� 1oHN �)AVILIA DATE PERRFORMED:— /2 I/Z 3
( f
LEGAL DESCRIPTION: LOT h -f o g -u E29 QLA(4 2>/D'/
EPTH ^ SLOPE SITE PLAN
1 ��EET) WRQ( t QEDDIStf F
(` / SLL?Y L -o^ (
2
FEL
4
5
6
7
8 6
15
16
17
18
19
20
CKH4kL
SILTY GRAVELLY
SRND- rQADIK(-
TD S IL-zY Sj\rtDY
C-QAveu
Sm- G Iii
SOME t'OCKETS-
LhYc2ING,
6.0. N .
WAS GROUND WATERS
ENCOUNTERED?
—E L
O
Gross
Time
P
IF YES, AT WHAT
n E
DEPTH?
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
� t,
rr
PERCOLATION RATE
TEST RUN BETWEEN
PERFORMED BY: l6, I"I aof CEFTIFI ED BY:
72 -008 (6/79)4Q.
CE -
n
ENGINEERING INNOVATION IN _� 1 HE FAN NORTH
ARCTIC ENGINEERS, INC.
September 13, 1983
Mr. John Savina
7200 Dawn Drive
Anchorage, Alaska 99502
ENGINEERING STUDIES � DFSION , CONSTRUCTION MANAGEMENT - SURVEYING
SEPTIC SYSTEM ADEQUACY TEST
LEGAL: Lot 6, Thunderbrush Subdivision
OWNER: John Savina
DWELLING
TYPE: 4 -Bedroom, duplex
WATER: On-site well
SEPTIC
SYSTEM: From MOA records
AEI# 83-013-26 SAT
Tank: 1250 gallon, concrete, single compartment
Absorption Sys.: Log crib seepage pit w/ 40' Trench
Absorption Area: 960 sq. ft.
Soil Rating: 230-240 sq. ft. per bedroom
Approval Date: Original - 10/26/71
Upgrade #1- 6/26/74
TEST DATE: September 7, 1983
PROCEDURE: The occupants were instructed to minimize water use prior to the test.
Testing was begun at 1:00p.m. on 9-7-83. 350 gallons of water was added
to the standpipe at the crib when itbegan backing up into the septic
tank. Water was input in 100 gallon increments, withliquid rise
measured between successive inputs.
When the crib became full, addition of water was halted, and the septic
tank was pumped to isolate the absorption system. Absorption monitoring
was then carried out over a 3 -hour period. Data from monitoring was
plotted on the attached plot of absorption vs. time.
������ENGINEERS,'f��. 1506W.36r AV[NUe ANGHORAGF,AtASKA99503^90t'�fTW)93
3901 PxirR�ciA LANE ANCHORAGC ALASKA 9960h 9071>33 °KiJ (Ac
� ouo�TING)
John Savina
Adequacy Test
83-013-27
_2_
RESULTS: The resultant daily absorption capacity of this system is 260
gallons per day with a surge capacity of 360 gallons. The
Municipality of Anchorage requires a 600 gallon per day absorption"
capacity.
I
• WA 16� AII�O'RBED � gallahs� � 4�
S!
�Ro2JN0 SURd/IGC ,�,. ;;;, --_ j MCTAL LIO w1 2
URETHAN% II,( SAIL
mauNo to E it a Ti9
\! -s 2 V tz 6`[ rr A N C
EcEc72iCAL .2"HW--! DENSI7y /NSUL
POy,� tat !r/
%Ss0Inco 2'1 PErer PIPE
2 GATE VALVE
VAPoQ BA�7r21C2 \ 2 CHOCK VALVE
211cov6RrrNG OF
sEP%rc Qoc Fca�T �( °
u"PC(2 pi PE 0 0 60
T2EA/�l� G
')9ECP,
o' 0 6 ROCK
EXrS7/N<r T2C;/JGH ` I -11(H Ll-IiEL f'&M7
PUMP OA/
Cf., PtRF PIPC
t4-0
60vmp Orr)
� 2� OIAM E762 GO2QUG.
d O 6 R�iNFORCtD
cp 'D O O CONC2E7E CSASE
_��,�
. �, GRE iI, \R ANCHORAGE AREA BORE' 53H" DDepartment of Environmental Quality
r ' '' 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME KEA1AjC7`/f 1 &LI/E MAILING ADDRESS -5'`-94 30X /0450 PHONE 34'(/"" /75'3
LOCATION OGF '/ 13/2gf/ LEGAL DESCRIPTION LOT 6 ,8 ..,- TeeNo�/zfs2etsy S/�
PTIC TANK:
WELL MAN U FACTU R E'I*t�� MATE R I AL N11� SPO MPARTMENTS
INSI ENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS.
TILE DRAIN FIELD:
TOTAL LENGTH
/
DISTANCE FROM WELL / /* FOUNDATION /0 /f NEAREST LOT LINE 24 OF LINES
NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTHS IN. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE /
_ DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE h / MATERIAL BENEATH TILE b / +'R. ABOVE TILE _--k—IN.
WELL
/
TYPE_SfFM/+ PU/3L/d-CONSTRUCTION DEPTH 199 DISTANCE FROM:
BUILDING /O /f NEAREST NEAREST''//D /* SEPTIC / SEEPAGE
FOUNDATION LOT LINE—, SEWER LINE `!` TANK SYSTEM
CESSPOOL , OTHER SOURCES
APPROVED / DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY: C/ -Fu USS
SEWER LINE DEPTH:
PIPE MATERIAL:
LOT SLOPE,
REMARKS
Form EQ -032
" 062A.0 -
DIAGRAM OF SYSTEM
PIS
Gtr
O
� N�1
DATE APPROVED-/2a4H%
G.A.A.B.
I@
NAME OF APPLICANT
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274.4561
/'o
PERMIT NO.
UPGIZA0,'
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
MAILING ADDRESS
8QX /(O -SO 7c4A PHONE 3,1-V- IM
INSTALLATION LOCATION -
LEGAL DESCRIPTION 1-0-7- 6 D�r �' .VDC/L 6,90411 -
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT- , DRAIN FIELD - y —� OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED 4- ^"oe!eiy
FINANCED THROUGH
tj,
TO BE INSTALLED BY
SOIL TEST RESULTS
COMPLETION DATE ANTICIPATED
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE TYPE
SEEPAGE AREA SIZE.
lVc_—v5 fgoz77-1lL
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
✓ FOUNDATION TO SEEPAGE PIT DRAIN FIELD /0 ,
SEPTIC TANK TO SEEPAGE PIT WALL J
{"SEPTIC TANK , SEEPAGE PIT - , DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK -, SEEPAGE PIT —.
DRAIN FIELD / ALSO CONSIDER AREA WELLS.
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD --.
✓SEPTIC TANK. . SEEPAGE PIT , DRAIN FIELD 00 .
TO RIVER. LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
s . ���
G.A.A.B.
OR
LICENSED DESIGNER
TYPE —
3 680`1 ABs02B0704/
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE �� 7`7` APPLICANT'S SIGNATURE
GAA@HDI _ ( ZR ANCHORAGE AREA BOR(
uEPARTMENT OF ENVIRONMENTAL OLIALII..
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING
NAME �/'��� ��- �✓�=��` ADDRESS 19!5�2p U -S._PHONE Z• -L
LOCATION-��/��f'��''=1�=;//� G=G''-!.!� LEGAL DESCRIPTION
SEPTIC TANK:
NUMBER OF S+
DISTANCE FROM WELL —MATERIAL COMPARTMENTS
COMPARTMENTS
9%/T�j/ G?� /�i°f�� LIQUID
LIQUID CAPACITY X=? �j GALLONS. INSIDE LENGTH INSIDE WIDTH �— DEPTH �—
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS OUTSIDE DIAMETER L' OR WIDTH // LENGTH L? DEPTH
LINING MATERIAL G'C ��%✓���1=%- . DISTANCE FROM WELL �`-� BUILDING FOUNDATION ,
F
-NEAREST LOT LINE /� TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) �'f �� $Q. FT.
TILE DRAIN FIELD:
/_-`Il%6D/%1 ytil%��/G �`r.V. Fez% �f%✓G�G��'fr,
TOTAL LENGTH
DISTANCE FROM WELL FOUNDATION , NEAREST LOT UNE , OF LINES_
NUMBER OF LINE✓-' DISTANCE BETWEEN LINESTRENCH WIDTH IN. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE \\
DEPTH: TOP OF TILE TO FINISH/ GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
f3`/'-//✓',fLfs'=ii;-✓°%�/.°J/.✓✓d-�.�0`✓<%7<£l--'7 6i7
WELL: °
l'
DISTANCE FROM / WATER
TYPE DEPTH ��
:�
BUILDING FOUNDATION. '� SAMPLE
NEAREST
NEAREST
,
144v/0
NEAREST e'
LOT LINE ate-- ,SEWER LINE -t/a ,TANK
SEPTIC
° SEEPAGE ✓OTHER
%l%; ,SYSTEM /�-57 , CESSPOOL ✓-�'°�'��,
SOURCES�y�/%
DISTANCES:
9 r
°dGC ✓�; ✓_;-may _r�7r�-✓�< ,�,/v✓�� ��in'vi�'
DIAGRAM OF SYSTEM
j
Cry//!l/G
DATE ��1� a -' �./ �� APPROVED -
G.A.A.B.
GREATER ANCHORAGE AREA BORU GH
+ DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279-6666
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
NAME OF APPLICANT IN '/
INSTALLATION LOCATION 6"/CA
f
`0 ✓C P/
c MAJL NG ADDRESS F,_ `�
�'" I
//// ./[�
LEGAL DESCRIPTION 44 lr
1.
�F�
(���C��' �zcf
(.
INSTALLATION OF: SEPTIC TANK
,/J`J
t�
/•
SEEPAGE PIT
. DRAIN FIELD
TYPE AND SIZE OF FACILITY TO BE SERVED f - - "
I
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS
J ,r
COMPLETION DATE ANTICIPATED
PERMIT NO.
OTHER
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE / ;7 !S / TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK A� /
m %
FOUNDATION TO SEEPAGE PIT C/
DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
t ! /
SEPTIC TANK SEEPAGE PIT DRAIN FIELD
TO NEAREST LOT LINE. /'}
WELL TO SEPTIC TANK Q'`/ SEEPAGE PIT
DRAIN FIELD 1210,
ALSO CONSIDER AREA WELLS.
r /
WATER MAIN TO. SEPTIC TANK /""o
� SEEPAGE PIT `- y
AREA SIZE TYPE _
DIAGRAM OF SYSTEM
DRAIN FIELD 'z
SEPTIC TANK, '4-
f , SEEPAGE PIT DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH AUTHORITY
OR
LICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE G APPLICANT'S SIGNATURE
GX SER ANCHORAGE AREA BOROUr `"
DEr ENT OF ENVIRONMENTAL QU, 1
A,CASE #
3500 TUDOR ROAD
ANCHORAGE, ALASKA 99502
Performed ForDate Performe
Legal Description: Lot & Block - Subdivision 7 LuNJ. ,b;
This Form Reports Soils--E-og___L_-7 PercolaFio
Depth
Feet
1---
2 —
3 —
4-
5-
6 —
7 ----
8�
9-
10—
i 1 --
10---
it
istics
SAY 54ljr
�.Ar 9MA
G v) - 7-01s.s l
Was Ground Water Encountered? no
If Yes, At What Depth?
C
i
Gross Time Net Time Depth to H2O
-+
-
erco atinn ama_
II
J
Reading Date
Gross Time Net Time Depth to H2O
Net Drop
erco atinn ama_
Proposed Insta atTT ion: Seepage Pit ,Drain Field
Depth Of Inlet 61 s f/ Depth To Bottom Of Pit Or Tre
COMMENTS: /i '//a-�-- -_ ,% ,
Y:
Date:
— APPLIO��JT FILLS
OUT UPPER HAL/�'`,ONLY
ProPe.,, TSwnei.54uI A -fl+
Time
vo
Phone
�¢L
Mailing Address LJ0 cY v
Zip Code
Date
Buyer j j A,\.) GU57A 50/,J
Inspector
Inspector
Address -
Zip Code
Field Notes:DFPT
Lending institution' (C04-07wAL- rXf0)—C7-CAC-F—
Phone
(9r
[ [ �sV 3 1982
��77
.229'
Addressx> C
Zip Code
� y 'CONDITIONS OF APPROVAL
Q1, Ctv— ��G�.-L� 6YG �-R—- y� /1 ,{A, /j
Realty Co. & Agent 15gA 0 jm&-)ej �/I-tr
�L &'�" -J, ✓�+"'��C� �Z,�iCQ/12�.
Phone
i O
Zip'Code
q
Address
Soils Rating
Legal Description L 07 6 TjvuljoaR Car?uSN
sura.
Well To Absorption Area I
Street Location
Septic Tank Size
(per
Well to Tank V
Type of Residence
❑ Single Family
Multiple Family No. of Bedrooms -
-N�Other
Water Supply
>4rIndividual -
ATTACH WELL LOG. A well log is required for all wells drilled
since -June -1975.
❑ Community /99 r
For wells drilled prior to that date, give well depth (attach log
if available).
❑ Public Utility
Sewer Disposal
X Individual
Year Individual Installed:.
❑ Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
vo
Date
Date
Date
Date
1
Inspector
Inspector
Inspector -
Inspector
Pa VA
Field Notes:DFPT
- MUNICIPALITY OF ANCH
ENVIROil1:1=f.:A- (..u, --TION
(9r
[ [ �sV 3 1982
RECEIVED
( ) APPROVED BEDROOMS
( ) DISAPPROVED/1vV�V✓
� y 'CONDITIONS OF APPROVAL
Q1, Ctv— ��G�.-L� 6YG �-R—- y� /1 ,{A, /j
( j,XCONDITIONA(Ld APPROVAL'
DATE � "
�L &'�" -J, ✓�+"'��C� �Z,�iCQ/12�.
BY:
Soils Rating
Date Sewer Installed
Well To Absorption Area I
Well Log Received
Septic Tank Size
(per
Well to Tank V
72023 13 82)
W
November 3, 1532
John Savina
SRA Box 1648 D
Anchorage, AK
Subject: Lot 6 Thunderbrush Sub.
Approval for the individual sewer and water facilities cannot
be granted until the following items have been completed:
The seater analysis report needs to be submitted to this
office from the Chem Lab, 5633 B Street, for our review.
° The septic tank pumped with a receipt submitted to this
department.
° An adequacy test needs to be performed on the existing
leaching area. This test will determine if the system is
adequate according to National Standards. A listing of
private firms performing the test is enclosed. This report
needs to be submitted to this office for our review.
Please notify this Department for a reinspection when the
noted discrepancies have been corrected. If there are any
further questions, please call this office at 264--4720.
Sincerely,
Robert C. Pratt
Associate Environmental Specialist
RP221/p/EIl
Enclosure
ALASKA RUIRMPTAL COnTROL SORUICOS, InC.
Engineering 6 Enuironmental Studies
11/17/82
JOHN SAVINA
7200 DAWN DRIVE
ANCHORAGE AK 99502
SELLER — JOHN SAVINA BUYER—
SUBDIVISION—THUNDERBRUSH BLOCK -0 LOT -6
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A PIT WITH AN AREA OF 960 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 200 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 10 GALLONS.
THE SYSTEM IS UNACCEPTABLE BECAUSE THE SURGE CAPACITY IS LESS THAN
75 GALLONS.
THE SYSTEM IS NOT CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR
THIS 4 BEDROOM HOUSE.
QF
Y
r C. Reid, Jr. e'
t o. 2251 -E.,..-*
1220 West 25th Auenue 9 Anchorage, Alaska 99503 • (907) 276-1361
IN THE SUPERIOR COURT FOR THE STATE OF ALASKA
THIRD JUDICIAL DISTRICT
JOAN GUSTASON, BRIAN C. WALIMAA )
and JOANNE G. WALIMAA, )
Plaintiffs, )
V. )
JOHN SAVINA, CROWN ALASKA INC. )
d/b/a ERA CROWN REALTY, )
MARK GURLEY, AND ROBIN BERNARD, )
Defendants. )
Case No. 3AN-85-852 Civil
NOTICE OF TAKING DEPOSITION
TO: William L. McNall, Esq.
3333 Denali Street, Suite 120
Anchorage, Alaska 99503
Robert A. Hall, Esq.
Kenneth A. Norsworthy & Associates
310 K Street, Suite 405
Anchorage, Alaska 99501
Gemini Reporting Services
943 West Sixth Avenue, Suite 110
Anchorage, Alaska 99501
PLEASE TAKE NOTICE that the deposition of
Municipality of Anchorage, Department of Health & Human
Services., ;will b'e; taken on January 29, 1986, at the hour of...
11:00 o'.,clock, m.." at ,the 'offices of aagans,` Brown &
:.. _:.
Gibbs;, 310 K Street, Suite 704, Anchorage), Alaska 99501,
before a notary public. You are invited to attend and
cross-examine.
A copy of the subpoena directed to the
Municipality of Anchorage, Department of Health & Human
Services, is appended hereto.
DATED at Anchorage, Alaska, this 22nd day of
January, 1986.
HAGANS, BROWN & GIBBS
Attorneys for ow 1 a, Inc.
HAGANS. BROWN
d/b/a ERA C alt , rk
& GIBBS
APAOEESSm.AlCORPURARa4
Gurley an i Ber
ATTORNEYS AT LAW
310 K STREET. SUITE 706
_
BY:
ANCHORAGE. AK 99501
(90 7) 276.529a
-
S
n
IN THE SUPERIOR COURT FOR THE STATE OF ALASKA
THIRD JUDICIAL DISTRICT
JOAN GUSTASON, BRIAN C. WALIMAA
and JOANNE G. WALIMAA,
Plaintiffs
V.
JOHN SAVINA., CROWN ALASKA INC.
d/b/a ERA CROWN REALTY,
MARK GURLEY, AND ROBIN BERNARD,
Defendants.
Case No. 3AN-85-852 Civil
SUBPOENA DUCES TECUM
TO: Municipality of Anchorage, Records Custodian
Department of Health & Human Services
825 L Street, Fourth Floor
Anchorage, Alaska
Pursuant to Alaska Rules of Civil Procedure
30(b)(6) and 45, you are hereby required to designate one or
more officers, directors, or managing agents., or other
persons who consent to testify on your behalf, and to appear
at the law offices of Hagans, Brown & Gibbs, 310 K Street,
Suite 704, Anchorage, Alaska, on January 29, 1986, at 11:00
a.m., and then and there to testify as a witness at the
request of the defendants, Crown Alaska, Inc. d/b/a ERA
Crown Realty, Mark Gurley and Robin Bernard, in the
above -captioned cause.
Furthermore, you are directed pursuant to Alaska
Rule of Civil Procedure 45 to produce all records pertaining
to the investigation of application for a permit for a
septic system and leach field on property more fully
described as:
Lot 6, Thunderbrush Subdivision, Anchorage,
Alaska, Third Judicial District, and which is
HAGANS. BROWN situated at 11401 Thunderbrush Circle., Anchorage,
& GIBBS
T PxoreeslONAL CORPORn,104 Alaska.
ATTORNEYS AT LAW
310 K STREET. SHITE 704
ANCHORAGE. AK 99501
(907)276.5294
HAGANS. BROWN
& GIBBS
A PROFESSIONAL CORPORATION
ATTORNEYS AT LAW
310 K STREET, SUITE 704
ANCHORAGE. AK 99501
(907) 276.5294
HAGANS, BROWN &
Attorneys for C
d/b/a ERA CrIowil
and Robin /e a
GOLDEEN GOODFELLOW
Clerk of the Trial Courts
By:—
Dep Clerk _
DATED • 1 - a 1 - IR
Alaska, Inc.
ty, Mark Gurley
If you have any questions, contact the attorney named above.
I hereby certify that I served the annexed
subpoena on the MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF
HEALTH & HUMAN SERVICES, by delivering a copy thereof to it
and by tendering to it the fee for one day's attendance and
the mileage prescribed by the Rules Governing the
Administration of All Courts.
DATED:
MATTHEW L. ANDERSON
Joan Gustason., et al. v. John Savina, et al.
Case No. 3AN-85-852 Civil
SUBPOENA DUCES TECUM - Page 2
llyo
's nom.((_
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality r
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received c;2-102 0 %
Time of Inspection 9•' 30 a -vi
Date of Inspection ��a %
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
�/%q
1. Approval requested by: o
Mailing Address:
6 IJ7
s.
Phone: 3 eX e/- 7 3 3
2. Property Owner: Phone:
Mailing Address:
3. Legal Description
4. Location: -fAl
-
5. Type of facility to be inspected No, of bedrooms
6. Well Data:
A. Type B. B. Depth
C. Construction G D. Bacterial Analysis
7. Sewage Disposal System.
A. Installed B. Installerz
C. Septic Tank: 1. Size 2. Manufacturer
0
E
Seepage Pit: 1. Absorption Area 5"ri.1 2. Material
Disposal Field: Total length of lines `t
8. Distances:
A. Well to: Septic tank / y 7' , Absorption area 12 % Sewer Lines
Nearest lot line Other contamination
B. Foundation to septic tank , Absorption area
C. Absorption area to nearest lot line
EQ -034 (1/74) Page 1 of two pages
Page 2 of two pages - Request for Approval of Individual Sewer & Water Facilities
ieial Description
Comments
y 7L y
Approve
-'-� ed
a t�ry� Disapproved Date
b
Approval Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
Lrz
71
I certify that the intormation contained in zm s request Tqr apprgva, 6U Vt a 61a= "[I -
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
F m9 1974
Mr. Kundall %mom
S.R.S. COX IN)
:e«rMs Q,aa
00517
gR2 m and viater AaSgm,yw« Lot 6, Thunderbrush mw.
War », +69:
Following receipt 9 yourlfm_t to eco m6; to !fir ¥ reamer
@2m,Ga office d9 grant atemporary approval on the sudect IN -
;««9n e uall aproperly constructed ON the een;«Jn R
satisfactory.
Qn;e99 area nonds to be increased from Gn nrsent «: sero
\<t to %n «sm fact which d ll 6e o & R «e6V« to acre.
«9\Wodrooii %WlcX, K;.iifor zthis , r9n hPOnRee to
«fir 1. !9 &9 b 1974.
new call 9r an 2« 9, of thy ailed «:m«« «iv to backfilling.
SceeC,
sank one «c
9deM«
»xy
Ealm
cce Veteran's Odm4M, tion
February 25, 1974
Seller agrees to put in escrow, funds to be used to
Instsll additional drnin€;e field as required by Greater.
Anchoro ge Borough standards, Work to be accomplished by
July 1, 1974,
e�11 L. PAuc