HomeMy WebLinkAboutTALUS WEST #2 BLK 4 LT 10Talus W st
Block 4
Lot
10
#015-202-56
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: OSP241272
Work Type: SepticTank Upgrade
Tax Code Number: 01520256000
Site Legal Address: TALUS WEST#2 BLK 4 LT 10 G:2736
Site Mailing Address: 11630 FIRNLINE DR, Anchorage
Owner: HAMILTON KENT R & MARISOL D
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
9/6/2024
9/6/2025
44730
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: �- % r—o i Cis Date:
Issued By: Date: '9 61 ob l
4
MUNICIPALITY OF
Community Development Department . . . . . . . . . .
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWERAtVELL PERMIT APPLICATION
Parcel I. D. 0 15-202-56
Property owner(s) Kent Hamilton Day phone 907-952-5147
Mailing address 11630 Firnline Drive, Anchorage, AK 99516
Site address 11630 Firnline Drive, Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Talus West #2 Block 4 Lot 10
Legal description (Township, Range & Section)
Lot Size 44,730 _Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(Z all that apply)
Absorption Field ❑ Initial ❑ Single Family (SF) R
(w/wo AD U)
Septic Tank R Upgrade RX
Duplex (D) ❑
Holding Tank R 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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: A225 �
Date of Payment: 3/
Receipt Number:
Permit No. 05 PZ_ 4 a7 2-
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_'-'- '. :'_.,:c ;
August 19, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Talus West #2, Block 4 Lot 10 – 11630 Firnline Drive
Septic Tank Replacement
Dear On-Site Services Engineer:
The owner of the above lot has a concrete plastic hybrid lift station that has reached its end of
useful life, so we are submitting this permit application for its replacement. The concrete septic
tank on the property appears to be functioning fine. The attached site plan identifies the location
of the home as well as the wells and septic location. No conflicts exist between this proposed
system and any other wells or septic system, whether on this lot or adjacent lots. We are replacing
the lift station with another.
The new septic tank will be a minimum of 100’ from all we lls and surface water. Please refer to
the attached plan for the septic design. If this design is followed, there will be no adverse impacts
to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241272, Curtis Townsend, 09/06/24
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Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
BV - BALL VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
BV - BALL VALVE
LEGEND
TALUS WEST #2, BLOCK 4 LOT 10
FEET
0 50 100
FIRN
L
I
N
E
D
R
I
V
E
4-BDRM HOME
SEPTIC PLAN
8/19/24
SHED
10' UTILITY EASEMENT
P
A
S
S
A
G
E
W
A
Y
UNDERGROUND
UTILITY
EXISTING CURTAIN
DRAIN
APPROX LOCATIONS OF
EXISTING SEPTIC BEDS TO
REMAIN IN SERVICE
FIND AND REPLACE/REPAIR
MISSING MT PIPES
MT MT
JET AERATION TANK TO
REMAIN IN SERVICE
REPLACE EXISTING
LIFT STATION
ENSURE SEPARATION
FROM NEW LIFT
STATION TO EXISTING
BED (AS MUCH AS
POSSIBLE)
BV
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241272, Curtis Townsend, 09/06/24
PLOT PLAN _ AS BUILT _X_ SCALE _ 1= 30' GRID SW 2736
— — Project No J24-1671A1
P.O. Box 210005
La n g & Associates, inc. Anchorage, Alaska 99521-0005 000Op
(907) 522-6476
Professional Land Surveyors jonathanOlangsurvey.com o� OF A 4p
ken®langsurvey.com O'� •. ' '9�1�0
I hereby certify that I have surveyed the following described property:
LOT 10, BLOCK 4, TALUS WEST ADD. No. 2 (Plat No. 80-39)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
=3
Dated this the Day of _ A- 06 v 51_�__, at Anchorage, Alaska
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.
.. .... ...
1 A C. LAN�GQ o
S-994 '5
4p�� �FfSS10NM- o
State of Alaska AECC963
· Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anch-.~,'age, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~t3'~ c/~::~D~,7~/ PID Number:
Name:
~ ~l ~LL , ~I(_NA E L Wastewater System: O New ~ Upgrade
Address:
~0. ~ ~17.. ~ ABSORPTION FIELD
Phone: J No. of ~rooms: D Deep Trench ~ Shallow Trench ~Bed ~ Mound D Other
LEGAL DESCRIPTION so~, Rating: Total Depth from original grade:
~ ~ GPD/Sq. Ft.
Lot: Block: Subdiv~on: Depth to pipe bottom from original grade: Gravel depth beneath pipe
Township: ~ Range: ~ Section: Fill added above original grade: Gravel length:
/ ~ ~.
WELL: D New ~ Upgrade Gravel width: Number of lines: ~Dislancebetweenlines
Classification (Private. A,B,C): Total Depth: Cased TO: To/al absorption area: Pipe material:
Driller: ~%~ t · Date Drilled: Static Water Level: Installer:
~ ~. ~. TANK
SEPARATION DISTANCES ~ Septic ~ Holdin~
Well- ~ ~ ~ JO~ I ~ ~ ) ~ Material: Number of Compartments:
Surface
w~t~ ~ * N F" LIFT STATION
D rain 70 ~ 0 ~ 0 ~
Remarks: BENCH MARK
ENGINEER'S SEAL
Inspections performed by: J ~ Dates' 1st
Department of Health and Hu~a~ ~ervices approval '-
Reviewed and approved by: Date' ~ ?~' - · , ~ ·
P/IDTH 20 FT
l-{/4~ PIPE WITH 1/8" HOLES
TOP ROCK
BO[. BOCK
BOT.
1-~/4"
$ Ft. of Cover
Topsoil
99~
~40N/FOR
ACBEAOE SYBTEk~ 1250 go/ tank
500 AGL LI£T STATION
JET AERATION
E OTIS ORAVEL
TOEBEN SPURKLA~
203 kY 15TH.
TALUS
BENCH IffARK: DOOR ~llL
ASSUIdED ELEVAT~ON:Z I00.00 FT
WEST LOT 10
! 1630 F/RNL/NE
kHKE DRIS£OLL
BLOCK 4
/SYsrE~-~S £u/z r
8, 1998
GRID: 2?56
PERtdlT
TAWO41OS. DWG
N
49±h
No.
100
~-----.[
SWING TIES:
AC 85 FT
CURTAIN
DS~NDARD BED;
WIDTH 20 FT
TOTAL D~TH 5 FT
FILTER SAND 2 FT
SEWER ROCK .5 FT
P.E.
205 W ISTH. AVENUE
ANCH. AK. 99501
279-5916
TALUS WEST LT 10 BLI( 4
11630 FIRNL/NE
MIKE DRISCO~L
SYSTEtd AS BUILT
OCT. $, 1995
2/$ GRID.. 2736
PERNIT # £1v'980379 PIB # 015-£07-5~ ?AP/O410£,D~/G
MUNICIPALITY OF ANCHORAGE
Deparfment of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Sep 22, 1996
Expiration Date: Sep 22, 1999
Permit Number: SW980379
Legal Description: TALUS WEST#2 BLK 4 LT 10
Design Engineer: 0007 Tobben Spurkland, P.E.
Owner Name: MIKE DRISCOLL
Owner Address: BOX 2517
KENAI , AK 99611-2517
Parcel ID: 015-202-56
Site Address: 011630 FIRNLINE DR
Lot Size: 44730 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[~ Disposal Field [] SepticTank [~ Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Per'nit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
AT THE TIME OF CONSTRUCTION ENGINEER SHALL INVESTIGATE THE WATER TIGHT INTEGRITY OF THE
ACREAGE SYSTEMS LIFT STATION
Date: ?- ,,2,2 - ?~
ToSPSI TEAN PoE
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 10 BLOCK 4 TALUS WEST
MIKE DRISCOLL
Municipality of Anchorage
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
We are submitting an application for the upgrade of a septic system for this lot. The submittal
consists of three (3) drawings showing the present improvements on the lot and the adjoining
properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is
subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil
logs and percolation tests of applicable testholes are also enclosed. The septic system design is
based on the following:
No Ground Water or Impervious Layer to 8 ft.
Use Standard Bed
Soil Rating. From Testholes August 31, 1998
<5 min/in = 0.8 gal per sq.fl/day
No. of Bedrooms 4
Required Area per Bedroom: 150/0.8 = 187.5 sq.ft.
Total area required: 187.5 x 4 = 749 sqft
Use 20 x 40 Bed
Use 2 ft of filter sand
Total Depth 5 ff
SYSTEM CONFIGURATION
STANDARD BED
TOTAL LENGTH 40 FT
TOTAL WIDTH 20 FT
TOTAL DEPTH 5 FT
FILTER SAND 2 FT
ROCK DEPTH 0.5 FT
COVER 3 FT
SEPTIC TANK EXISTING CHECK INTEGRITY
The installation of this septic system will not prevent wells from being installed on the adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff
will not result from this installation.
PERFORMED FOR:__.
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:~),(~ %'~-~.U-,t~___~,.~ownship, Range, SectioR:
(~ ~. ~_~/_~ ,kl/./(.~ SLOPI
DATE PERFORMED:~
3
4'
5
6
7
8
9.
10
11
12,--
13
14
15'
16
17,
18'
19-
20-
WAS GROUND WATER
ENCOUNTERED? ...~,~ ~
IF YES, AT WHAT I
Depth to Water Alter , ~./.,~., '
M°nil°riflD? ~ Date. / T~. ~/~
~eading ~l~t e~./~· ~'os$ Net De th
~me Time P to Net
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ ~TAND -- ~----FT
COMMENTS _
~- CERTIFY THAT THIS TEST WAS PERFORMED IN
72-008 (Rev. 4185)
LUT ~
/ /
F]I?NLJN£ ~?£]VE
205 W 157H. AVENUE
ANCH. AK. 99501
'-5916
TAZU,~ ~£ST LT LO B£K 4
11650 FIRNIINE
MIKE DR/SCOI. L
S)'STEId DES/ON
AUGUST 11, 1998
· 1/5 OR/D: 2756
PEP, N/f # 2V98XXXX P/D # ~5-~-56
25 0 ~5 50
EXIS~
E~yr.
,~ERIFY t
~0.5_.W 157H.AVENUE II ~z~o WEST LT 10 B£K 4
AyCk~. AK. 9950~ Il ~6Jo FIRNLINE
~ MIKE DRISCO
SYSTEM DESIQN
AUGUST 11, 1995
· 2/5' GRID.. 2736
PERNI[ # £~/98XXXX PID #015-202
4O
1-~/,/" PV£ WITH ~/8" HOLES
F~CE HOLES~
~ 4-INCH IdONITOR
STANDARD BED
20 FT X 40 FF
~" Sewer
! - 1/4" D/sHbut/on
SILT £ARRIEfi
2 FT FILTERSAND
3 Ft. of Cover
Topsoil
MON/?OR
1250 ,ga/ Jonk
TO££EN SPURKLAND P.E.
205 W 15TH. AVENUE ~T~-~-~S ~FES~' LOT !0 ELOCK 4 ~SYSTEN DESIGN
I 4~C~. AK. 99501 I I I16~0 FIRNLINE J J DATE: UARCH 13, 1997
~~ ~ ~IKE DRISCOLL SHEE~' 5 ~ GRID 2756
~SW98XXXX o,~ . ,., -- ~
r~u ~ TAWO41OS. DWC
Name
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division 0 / ~ -- 2
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Phone(s)
LEGAL DESCRIPTION
~ SEPTIC
] Subdivisi°n 'T-A L:~'[ 5 [-~
TANKS k/6~. LSf,.~ ~.~
[] HOLDING
Manufacturer Capaci[y in gallons
.
Materml NO. of Compartments
TYPE OF SYSTEM
[] TRENCH ~, BED
Depth to pipe bottom from
Fill added above original grade
Gravel length
FT
Number o] aries Soil rating
[] W. DRAIN [] OTHER
Total depth from original grade
Gravel depth beneath pipe
Gravel width
Distance between lines
Pipe material
WELLS
~ PRIVATE [] OTHER (Identify)
Classification IA,B.C) Tolal Depth
FT
I~staller Date Installed:
DISTANCES
SEPTIC ABSORPTION
TANK FIELD WELL
WELL ( ( ~ ( (.~
LOT LINE ~ dF" L 0 /C'~
FOUNOATION
As-aUILT DIAGRAM Show ioca o~ of we~l septic system, properiy lines, loundation,
water bodies, etc.)
REMARKS:
[=t ~ Sca~e:
Inspections Pedormed by:
Health Oepa.ment Approval: ~~
KNIEFEL ENGINEERING
8441 Miles Ct., Anchorage AK. 99504
(907) 337-1121 · Fax (907) 338-1874
Date: 11/15/90 Time:
................ Cover Sheet plus 1 pages
To: '
Name: Dan Roth
Company: MOA DHHS
FAX Number:
From: ~ Name: Bob Kniefel
Company: Kniefel EngineerJng
FAX Number: 338-1874 Problems?? call 337-1121
Subgect: Lot 10, Block 4, Talus West
Comments: Attached is the receipt from the Electric Doctor for
the work done to install the lift station at the above location.
As the receipt notes, the wiring for the lift station was already
in place since we were replacing a Jet Aeration Unit with this
new lift station. The wiring was re-connected to the new lift
station by the approved electrical contractor with no additional
work required, The lift station was already on its own separate
circuit so no change was necessary for that.
Based upon this receipt the work to as-built the above system
should be completed, Please let me know as soon as possible when
the permit is finalized by your office.
Submitted by:
Nov- 1 ~-9o THU 12 : 06 AOREAGE SYSTEM8
"---'- ELECTRIC DOgTOR, INC..
"We Make" H~'u~e"CallS,, .'~
1207 W. 47th Ave: ' '
ANCHORAGE, AK '99503-6917
(907) 561-2225 *' F~ 561.5802
Alaska LI;. ~9148 ,
JOEl INVOICE
":.?'' ', ", 7370
d~
~ ~ .... '~ : .....
I hereby a~knowledge the satlsfacto~ J ~_ . . ~ ,
comp[etlon of the above described wo~' ~ TOTAL ~eO~ ~ T~
/
/
f
0
·
CD
....... I., tg¢i~Y
KNIEFEL ENGINEERING
8441 Miles Ct., Anchorage AK. 99504
(907) 337-1121 · Fax (907) 338-1874
September 16, 1990
Hr. John Smith, Hanager
On-Site Services Program
Department of Health and Human Services
Hunicipality of Anchorage
825 "L" Street
Anchorage, Alaska 99501
SUBJECT:LOT 10, BLOCK 4, TALUS WEST SYSTEH UPGRADE
Dear Hr. Smith:
The purpose of this letter is to request approval for the
attached design of the upgrade of the septic system located at
Lot 10, Block 4, Talus West. Attached are the system design
drawings and soils logs.
System Background: The original system provided septic disposal
for a four (4) bedroom home, The permit file shows a system
design constructed in approximately 1977, The system consisted
of a "Jet Aeration" three (3) compartment concrete tank attached
to 65' of absorption trench. The trench system, as noted by AEOS
in 1984, shows it was placed at a depth which is now below the
water table for the lot,
High ground water concerns were noted in 1984 in relation to the
septic system on Lot 11. A study was conducted by AECS and
determined the problem was one shared by both Lots 10 and 11.
Water table depths were noted as high as the 2' level on Lot 10.
To resolve the problems associated with the effect of high ground
water on both lots, a curtain drain system was installed along
the easterly and northerly portions of Lot 10 during the fall of
1984. The ground water readings immediately after the
installation of the curtain drain and confirmed the water table
has dropped to at least the 8' level on lot 10. The water
monitoring during our effort showed the water table from 11' to 8
feet in depth.
System Design: Beyond the two test ho]es completed by AEC8 in
1984, we completed an additional two test holes for the design of
this system. The soils are similar for a11 the holes showing an
overburden layer underlain by HL soils to the depth of the water
table. The soil percolation tests showed a rate of 312 sf/bed.
For our work we are using a design value of 325 square feet per
bedroom.
Lot 10, Block
September 16,
page two
4, Talus West System Upgrade
1990
For a four (4) bedroom house this results in 4 beds x 325 sf/bed,
x 1.5 (bed cot.) = 1,950 sf of bed area for the new system. Due
to the varying water table depth, the relatively poor accepting
soils and the past experience with the systems on this lot, the
system upgrade design has set the bed design at the upper most
level of the soil column and used a pressurized bed approach to
provide maximum dispersion of the system effluent. The system
does encroach over the existing bed, but with the vertical
separation of ten feet over the existing system we feel we meet
the separation criteria.
As you can see, we have gone to an extensive effort to design and
submit a system that has the best chance of working in this area.
As we all know, Talus West Subdivision has a troubled past track
record which includes high water tables, swamp areas, and poor
receiving soil conditions. The design as attached requires that
the curtain drain system be kept in good working order at all
times to insure the ground water levels do not intrude into the
drainfield receiving soils area.
We would appreciate your considered review and approval of the
attached system design for this lot. We are more than ready to
answer any questions you may have regarding the design or other
aspects of this project. Please feel free to contact us at your
convenience.
Respectfully Submitted,
Kniefel Engineering/~
Robert Kniefel, P.E.
Well
SEPTIC SYSTEM DESIGN
Lot 10,.Block 4, Talus.West
DATE
SCALE
9/13/90
1" = 30'
PREPARED FOR:
Aemeage Systems
PREPARED BY:
Kniefel Engineering
MOA CE 90-030
/
/
IZ ou. eb') +
0
I-t4 -
OF
'KE KNIEFEL ENGINEERING
8441 Miles Ct., Anchorage AK. 99504
(907) 337-1121 · Fax (907) 338-1874
1. Construction -- All construction materials, construction
methods, and inspections will follow MOA rules and regulations.
Contractor is responsible for providing 24 hour inspection
notification to both the Engineer (Kniefel Engineering, 337-1121)
and MOA DHHS On-Site Services (343-4744 day, 343-4681 recorder).
2. System Design -- Four (4) bedrooms at 325 square feet per
bedroom = 1,300 sf of area. For a bed the correction is 1.5 x
area = 1,950 sf of absorption bed. The design is approximately
2,000 sf of bed area.
3. Setback Requirements:
a. Property Line >10 feet
b. Curtain Drain >40 feet
c. Lot 10 and Lot 11 Wells >102 feet
4. Inspection Requirements -- Two inspections are required
during the system installation. The first inspection will occur
after the bed area is excavated and leveled to proper depth, but
prior to any gravel placement. The second inspection occurs
after installation of the system components but prior to
placement of the backfill material.
5. Excavation Depth -7 As noted on the plan sheet, the
contractor is responsible for removing all peat and overburden
material under the bed area. The excavation will be dug to a
minimum of 2.8 feet below the existing ground or more depending
upon the depth of peat and overburden found.
6. Lift Station -- The lift station will be an Acreage Systems
Inc. Lift Station or engineer approved equal.
7. Communications -- The contractor is responsible for
contacting the engineer immediately upon developing a need for
changes or alterations in the installation based upon any found
field conditions.
9/16/90
page 3/3
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:~~ DATE PEF
6
7
8
WAS GROUND WATER ~.~
ENCOUNTERED?
Monitorino? r~ Dale.
PERCOLATION RATE . ~,(~"" (minutes/inch) PERC HOLE DIAMETER __ ~ at
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85i
CERTIFY THAT THIS TEST WAS PERFORMED IN
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
4
5
6
7'
8
9
10
11
14
15,
16-
17
18
19,
20-
COMMENTS ..
DATE PERFOF
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT IS
DEPTH? I ~. S pO
E
Oeplh to Water After
Monitoring? Dele:
SITE PLAN
Reading Date Gross Net Depth to Net ~.~"~
Time Time Water ..-Dro~
PERFORMED BY:
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev, 4/85)
PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER .
TEST RUN BET.WEEN -- FT AND . FT
CERTJFY THAT ~HIS TEST WAS PERFORMED IN
> Municipality of Anchorage . J
DE,~ARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION POUCH 6-650
ANCHOR/~GE, ALASKA 99501
INSPECTION REPORT ON ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL
NAME ~ /~,.~c-~ LOCATION ?773 ?
i PERMIT NUMBER
iNDDRESS ,/~/~-,~_~.~ ~'~'~) LEGAL DESCRIPTION
SEPTIC TANK
MATERIAL
CAPACITY IN GALS.
#OF COMPARTMENTS
INSIDE DIMENSIOm DEPTH
LENGTH WIDTH
SEEPAGE SYSTEM
[] TILE BRAINFIELO
NUMBER OF LINES I LENGTH EACH TOTAL LENGTH
DISTANCE BETWEEN LINES TRENCHWIDTH
DEPTHS: FI LL
TILE TO GRADE BELOW TILE FILL ABOVE TILE
I~SEEPAGETRENCN0fl []PIT
NIDT. ,,~ ~; '/ LENGTH ~'5' DEPTH / 2
I [] LOG CRIB
[] RINGS- DIA.
FILL MATERIAL DEPTH
TOTAL EFFECTIVE ABSORPTION AREA; ~'-)
/~;P ~/~/ WELL
CLAS I~FICATIGN DEPTH PIPE MATERIAL
INSTALLER
R E M A R K S '~'~'~"4~/ ~-.,
FT.
72-012 (9/77)
DISTANCES
SEPTIC SEEPAGE SEWER
TANK SYSTEM LINE CESSPOOL WELL
WELL
LINE ~2.0t
~iOoUNN D A- ~ ! ~
SYSTEM DIAGRAM
BLOCK: SUBDIVISION:
RPF'L I F:RNT CHRRL. E'~ H II, MT ' :
LOCRI'IOH HZLI.~RNES:5 ~ EkN<. to,_,b--L. SRR
LEGRt LT. i~DK. 4 - - I '"" ,'-
- FHI._ _1:, NEST
LOT '-' ' ":' -
' -" -~'- '.= F'EEI'
'F~"PE OF c ..... ,~-
-,UZL. HE--,U~.B~ ]. UN b'¥'~TEI'I Z_ I'REHCH
MR>::/HUM NUf'IBER ~F BE[:,RO01',~S = 4 SI]IL RRTIf~G (SQ Fl,DR ....
THE REr:)t ZRE[' ~" '-,''
.......... Z~.E OF THE SOZL .... ,,:"-,*. ....
HE,..,URF] ZuN SYE;"FEH Z2;: .
THE LENGTH D~MENBION I5] THE LENGTH (IN FEEl':) OF THE TRENF:H OR RH~NFIEL[:,.
THE DEPTH OF' R TRENCH ]'R PIT I=, THE [:'ISI'FINCE E:ETNEEH THE SURFRC:E OF ]'HE
~JEuUNC RNI) THE BOTTOM OF I'HE E;:'~CAVRI'ION (IN
HERE I5 NO .9E]",klIDTH FOR TREME. HE=,.
THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BEIWEEN THE OUTFFiLL. PIPE
RNC, THE BJI FUH OF THE EXF'R~'-
· -. CNIION (IN FEET).
BE INSTRLLED RT THE PERHITTEE'"S OPI'II]N -,U6JEu1 TO THE
FOLLOWING I::ON[)I'I'];CIN5: _ ':' ', ......
E ...... ;' 3R II NSF RF'PROVE[) PLRNT MRY BE INSTFILLE[:,.
-I1HEK R CLRSS I r-'
2. R CONTINUOUS HRIHTENRNCE RISREEMEN-F IS; REQUIRED,. IF R HRINTENRNCE
RGREEMENT IS NOT KEF'T ~'tIRR" ' "F ,.
-,c'-, .......... EN~ m-U HAY BE RESUIREC~ TO ENLRRGE I'HE SOIL
HB..,ORF I IUN c-, ,,:. -,. -
-.,~-,TErl RNP/OR Ynh HRY BE SUBJECT TO '"l'l,- .......
.... r F ~.-- :'ECU1 IUN.
E:PIL-KFILLiNI.~ 0F RN'?' '::"": ..... . F~F~'E' '- .... , -. .......
-- -- "'-- FN- E ~.=-- L~
-,t_,lEfl HITHOLtT FINRL INSPECTION RND AF'F'RCi',,¢RL BY 'I'HZS
[)EF'RRI-h~ENi" NILL BE -,UD3EL. F l"O PROSECUTION.
HINiMLI~I DISI"RNCE BEI"HEEN R NELL RND RHY ON-SITE ,: ...... ~-.,: ,-., ....
--,EIJRUE E..I._,Fu~Ni ,:',,,-.--.,.
1~¢ FEEl' FOR R F'RiYRTE WEL. L OR 288 FEEl" FOR R PUBLIC HELL
WELL LOGS REtE REE~UIREC, RND MUST BE RETURNED TO I-HE DEPRRTMENT HI'I'H:[N 2E~ DRYS
OF THE NELL COHPLETION.
OTHER REQLI.IREHENT~ MRY RPF'LY. ~', ...........
~FEu.[FIL. HTIuN~ RN[) CONSTRUCI']'F~N C'ZRGRRHS ERE
R'¢RILRBLE TO INSURE F'ROPER INSTRLLRTION.
~ CERTZF'y THRT'
1: ~ R~'I F~H/LZ~R N:["I"H THE ~E-NLIZ~.EHENTb FOR ON-Sz-I"E
FEIRTH BY THE HLINICIF'RLIT'¢ OF RNCHCiRRI3E. -,'" c ....
.- '-,-,-,-T, RHE, HELL':j H:, -,El
2: I NILL INSTRLL TINE c,,,-.-,
-,,:,~EH IN RCCORDRNCE NITH THE CODEs
~:: I UNDERSTRNI} THRI' THE ON-Z;II'E '-' -~'
........... =,EHER SYSTEM HRY REJI_IZRE
NPPL ZCRNT CHURL. ES HZ'~-~e
M-W DRILLING, INC.
Well Owner
DRILLING LOG
~ ' ~LL ' ....
.... ~Lf~e,6f Well
Location (address of: Township, Range, Section, if known; or distance mmn road
Size of casing Depth of Hole .Ih0 feet Cased to ~L/;.~. ') feet
Static water level "~ ft. ~(abo. va):. (below) land surface. Finish of well (check one) open end ( );
Screen ( ); Perforated ( ).
Describe screen or perforation
Well pumping test at ]~0 gallons per (h~ur) of drawdown from static level.
~I.0 / Y. ( /7'/
Date of completion
].
(minute) for hours with
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
TO
.TO.
TO_
· TO_
TO_
.TO_
"' .TO
TO ' ;0 ..... "' ]
TO.
.TO.To. ~' ~' ~ / / .... w
NWWA Curb,mol Conh'actor
TO_ '"' ~' '~ ~
.TO.
2 ~ STATE
~ of Anchorage
0
: On-Site Water and Wastewater
4700 South Bragaw St,
P.O. Box 196650 Anchorage, AK 99519-6650
www, ci.a~ r~chor, age.a ,k.us
· ¢07)~7~o.4, .;;. ::.?~;: ~?.~,.. ........ .., ..,....i~' :' .':':ii:''~ '-,"?
Parcel
Location (site address or'd rections~
-'Mailing:addros¢. ' '"
Lend~ng agency
Mailing address
Expiration Date:
L., I SA ~,~/~)t2.J¢. ~4/~,1 Da
2. NUMBER OF BEDRO(
~:..'~: .
3. TYPE OF.WATER SUPPLY: ·
Individual We.!l
Individua Water Storage
community class Well
Public Water System
br pickup.
TYPE OF WASTEWATER DISPOSAL:
Individual On-site ~: :..~'
Individual Holding tank []
Community om~ite ~ []
Public Sewer []
The Municipality of Anchorag~:':De~elo'p~ent Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only ulson 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 weti 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 system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
As cert f ed by my sea affixed hereto and as of the validati(~n date shown below I ~,~r fy th;t my im/~stinat ~n
based on procedures outlined in the Heslt.h. Au.tho. r,ty,Approyal..Guld~hnes for .this appl!cation; shows that tl~e Oh-
s!to water st. pply and/or Wastewater dispcsa! systr~m is(are) safe, fdnction~! and adAqu~ite' for ~fi~ n~.i'mb~r cf
bedrooms end type of .,, u,.t,,re I,.d,c-.:d herein. I further verify that based on the information obtained from the
M.n,,. ;,~.lty of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is(are) n compliance with.all 'a'pplicablb. Municipal and State.codes ordinances,.
"and regulations in'eff~t ~{ the time of installat!on. ' ....'" ' ' ....' ::' ' ....
Name of Firnq '~e/~ ¢~C [¢t~,~ ~- ~ Phone r~Tc?-_~?lk,
Address ' '
5.,DSD~
IS
Conditiol for
b~drobms, With the' following s~ p la,ions.
v... '::1; .- .:., ... ;'. ....
Additional Comments ...................
Attachments:
HAA Checklist '" '' '-
Septic Syste~ Advlssry
Well Flow Advisory
'" '"' MamtenanceAgreements ..... '
Sfi~pl~m~htal En'~ih~e~':s'R~port
Other
By:
(Rev~ 01/023
Original Certificate Date:
'.: '~"::~.~.";.::~:.'.?. :~.::"~fii~ ~fe~p~i:~':' :..:.'.'... ?:'.'..: '.. ... ::.:., '"'.'.' ': .':' ' .'~~~
';-: :'...~...'...'.'.:'.: O~::~ite:~amr,:~ ~ei~:,.k~:a~a~.: :,' '.:.;'. :. :. ":':~. . · -...~ '~1~:~
' - -;, .'..;:"-..' ':.':?:::'... ::.,',4zbe. S'6, ~.~B~¢a~.S~.::.'.:;~::5..,:."~..:..,:..~:,:'.. . .. '.,...: ;' . ..... '.'.
~--:' . ..?: ..: :...,~'6i':ar ~kO~ag~,a~ms :,,:':..~.:;, ,:.':...'...:.5:,":,:: :' ... , ,;:,, ,',.. ::.,.,:: ',-..5,::.. : ;
"/~-' ' ":':~" '~:':"' ",.. ":"'".;¢0z~ ~4:a~z~0~'-. ,' ~:'.. '.... :..:...;..':.' :'..v:':,...'::'; ......
.: ; .. , · ,, :~....,.-:¢...:~.. -.f? ?~.~:¥,;~ ?? (... ,:..:.. :..~..:,.....; ........
. ~.5-.; .. ...-.. ~:: 7 . .. . · .... .. · ¢' :'.:,"','
,.A.. ':WELL,.~TA'.-.. ~-.,. ...... . :., ..... .,~ '~.:.:.. ~; ' . · : .:..'.- '.." .-. .:' .
· ¢':5'"~::"..:'.:.:..".'::' .: :'..": ..' : : :'.'~:' -: :'' :': '.'' :':N';: '.'.:':,'':':', · ": · ""' ""' '
. ?..
'. To~I ¢~..(~: .~.' 'Oa~d;'t~;.,,O%~..':.:'~. ;.'.'..:..:Casi,~::,~.ei~bt',.('ab0~e':gzau~d):' ::'.:~;.. '{ in.
.... - ~.a=:,~L~:Loe, ' .:.. :' : ':. '. :.~: ..:....,. -... ~:...~ .::..¢~:~...S~c~aN _._
..... ¥'~":'::: :''7 ~''" .... "'.: : ":
,. ~:.;., ..... ;...=~::,...:~'.: :.:..... .
':S~tiowater,ie~el':: ='.b .E' "'""" ':
Well p~duciiO~ '. ¥..D -::,~ ,'.'-;.:' ,g,p;m.:'.: . -:..:. ,/.i:....:~'.':0 'g,ip;m.~'
:WATER:.; 'i': ' ' ~ "/::,.? .':.-..'.;~':: ':::' ' .'" "-
...... ::.:" 7'":' '.'"".:,' ',:.~.':}.',::.:' ::.~:.
...... . :..'~.',:.:.'.':. :.: "?-'.:';..; · :~ ~..:¢:;:5.r~:..;;,:;....... :: ..'.' ' · ;' .; :;~t,:'i?.'5.' '¢;:::.,:.:~¢".7;'~5'i.::. :,::"'." :'( ,:.:' : "': ·" '
C;~:~B~.T!~.N'(.EIE~:~DA~A :. - . ..'~ .:,...:, '......-~.. :.:.:.:......, .:......: -?.:,-.,
' :,': :'::";~/: {?:..::, '.':?:.: :5': ":'.'.:,;?:' ;;~ '.;. .' "..' ":' ';'.:',":::.: .~.'=~ 5 .'.:'.",.~;:. ':,:.": ':. '" ':'. '.' ',' . ·: ." '"" .'
."."g ...... ~ :' :..:.'. ... ..,.- .... ..: ..... V. :.. .... :. :.... .... :: ..:..: ......... . .....
. . :.: .~':':, ,....'.' · ::, 5 .'::.:..,:';:~'~¢'~¢-:':..:'" ':' '.' " " :' '. ........... "~'''; ":' : ' ' ' ....... '
" ':.':i.':. '. '.' . .:'. '" '
. . .,.:.. - ...':.... .~ .' .. · :..:. :..:'..?... . .......- - . '.. . .. .
Size. in gallons
"Pump off' level at ,l:'t~ in:
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ONLQT TO:
'~i Septic'tank/lift s~ati0fi on.lot J L0 "'~'..':
.q:~n.'~djacent
AbSorption field on lot
Public sewer main
Sewer//septic service: line
~ -.~ Holding.tank
Manhole/Access (Y/N) y
High.water alarm eve at: i~
Meets alarm & circuit req~
SEPARATION DISTANCES FROM. SEPTIC/HOLDING TANK-'.QN LO~ TO:
Bbilding foundation I'~ Property line
Water main I~ A Water service line
Wells on adjacent lets "'~'-'~ ~
Absorption field
· Sui-fac'~ ~Ni~te[
'Dr,veway. parking/vehicle storage
G. ENGI'N EER'S 'CERTIFlCAT-ION
f certif~ that/have, determined through field ins~)ections and
review of Municipal records that the above systems are
conformance, with MOA. HAA guidefines in effect on this date.
Engineer's 'Printed Name
Date ....... '. "
HAA.Fee $ ,~,/~/.~. ~t"~'
Date of Payment
Receipt Number
~Vait/er Fee $
Date. of Payment
Receip~ Number
Municipality of Anchorage
Development Services Department
Building Safety Divis!on
On-Site Water and Wastewater Pr.'?am
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 9~c519.-6650
wv~v.cLanchorage.3k.us
(gOD 343-7~04
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
GENERAL JI',IFORMATION
Ccm;,lete legal description
Lccaticn (site address or dj:actions)
Current Property owner(s)
H,~.A ~ /~'/'3. 0 ~ D 5'" 0._._3.
Expiraticn Date:, [ - ~.. ~- 0 '~
Day phone
Ma!ling address
Lending agency
Day phcne
Mailing address
Real Estate Agent
Mailing Address
Unless othem,L~e requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: Lf'
't~.-~/'- Day phone
3. TYPE OF WATER SUPPLY: ·
Individual Well
Individual Water Storage
Community Class ~ Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Ccmmunity 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 Heaith Authcdty ApFroval are required for the transfer cf
title (except between spouses) for properties sewed by a single-family on-site wast.q,:,,ater 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 s private cr Class C well and m-"y be reissued with
new water sample results. (Certificates may be reissued for s pedod of up to one ye3r with valid water
Certificates are valid for one year for prope~es served by Class A or B we!is or a public water eystem. The
Municit:ality of Anchorage is not responsible for errors or cmiss!cns in the prct3ssional engineer'o work.
4. STATEMENT OF INSPECTION BY ENGINEER
As ce~fied by my seal affixed hereto and as of Ihe w31idaOon date shcv~ below, I verify that my investigatfon,
based on procedures outlined in Ihe Health Authority Approval Guidelines for this application, shows that the
site water supply and/or wastewater disposal system is(~re) safe, functional and adequate for the number et
bedrooms and bJpe 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 ccmp!i~nca wi~ a~l applicable Municipal and State codes, ordinances,
and regulations in effect at the fime of instal!~tien.
Name of Firm I'---~ J'~-~ ¢~
Address ~ ~
Engineer's Printed Name
5. DSD SIGNATURE
~ Approved for
Disapproved.
Conditional approval for
Phone
Date
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
~'~'-" ON SITE '-~
WATERAND ;
~ : WASTEWATER : ::
-~ . FROGRAM .'
Attachments:
HAA Checklist
Septic System Advisory
Well Flew Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Odginal Certificate Date:
O
M!micipality of Anchorage
Development Services Department ~,~-
Building Safety Division
On~lte Water & Wastawater Program
4700 Saul~ 8mgaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anc~orage.ak, us
(g07) 343-7904
Legal Desc~:~on:
A. WELL DATA
HEALTH AUTHORITY APPROVAL CHECKLIST
Total depth I~o ft.
IfA, 8, or C provide PWSID # ',/A
sanRa~/seal (Y/N) '7/
FROM WELL LOG
/
Wall Log (Y/N) ~'/
Wires pmbedy protected (Y/N)
Casing height (above ground)
AT INSPECTION
Static water level ,,'~O ft. ~ :~ lt.
Wall production IO g.p.m. ~. ~ g.p.m.
WATER SAMPLE RESULTS:
Coliform ...~colonies/100 mil
Areenic: / mg./I.
B. SEPTIC/HOLDING TANK DATA
Nitrate ~ ~.L~[_ mg./I.
Data of sampl~ fl.~e ~
Tank size ,~ ~,~ o gal. Number of Comparlmenta ~
Other bacteria ~ colonies/100 mi.
Collectad by: A. ~,p,~ ~ v.(~., /
Data instafled
Cleanouta (Y/N) y
Foundaflon c~eanout (y/N) I..~[~&Oepmssion aver tank (Y/N) ~. High watar alarm (Y/N)
C. ABSORPTION FIELD DATA , ~
Data installed ! I l0 ? I'1'~'~/ Sail rating (g.p.d./ft~ or ~redrm) , ~
Total depth :~ ft. Eff. ahsorl~onama.~.ff2 Monitodngtube %/ Depmssionoverfieid
Data of adequacy tast ~/f.-V/Pl..- Results(Pass/Fall) ~
Fluid depth in absorption field before tast ~,~ in. Water added
Etapsed 'rime: ~ min. Final fluid dep~ ~) in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
Systam b/pe "~
Grevel below pi~
For ~ b~
N~ dep~
~on ~ >= ~ D g,p.d.
If y,, g~e dam
D. LIFT STATION
Date instaUed I
=Pump on'"level at I~ in.
Datum
Size in gallons ~'O~.,~
'Pump off level at J~ in.
Cycles tested ~
Manhole/Access (Y/N) y
High water alarm level at J ~
Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer/septic sen/ice line
On adjacent lots ~'7 I 0'~
On adjacent lots '~/~
Public eewer manhole/cleenout
Holding tank Id//X..
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation I ,~ Property line _J~ Absorption field
Water main I-4/,~ Water service line ~'c~ Surface water
Wells on adjacent lots ~ I ~
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line I~ ~' Building foundation
Water Sewice line ~ 't' Surface water
Curtain drain .,~.~) Welle on adjacent lots
Water main
Driveway, parking/vehicle storage
F. COMMENTS
G. ENGINEER'S CERTIFICATION
HAA Fee $
Date of Payment
Receipt Number
(1~. 12/01)
I ce~¥ that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name J, ~ ~'. ~j=~v V..~* ,~'
Waiver Fee $
Date of Payment
Receipt Number
LOT 1
S g0'00'00" E 75.00'
UTILITY EASEMENT
LOT 11
LOT 10
PLAY HOUSE
CREEN HOUSE
LOT 9
,,.c.o,,,cc. ,,,.,,s.,,, .~o~ (~o?)~-~ LOT 10, BLOCK 4,
~OCT. e, 2002I , .40 /"~_;00
._ -..~.~.-.,-,,,..- TALUS WEST ADD.
2002 L 4858 .,. [ .~o*,~ .~c:"~'"'~-
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage. Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. # O1~- 202~~- ~f~ ',.,
GENERAL INFORMATION
Complete legal description
T,~LdS,
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailin. g address
Agent
Address
Day phone
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: '1' '.
TYPE OF WATER SUPPLY:
Individual well ~
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72025 (Rev, 1/91) Front MOA
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, 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 ~'~ ~o,~vt S ~ u ~-~-~,~ ~'~- Phone
Address ~o~ ~ IS~ ~ ~ '~
Eng neer, s'gnature ~
DHHS SIGNATURE / ~-,
', Approved for -~_,i~. ~-~__ bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
By: /
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DH HS 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.
Municipality of Anchorage D
DEPARTMENT OF HEALTH & HUMAN SERVICE6~ ~.. ~, i v L
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501
Municipality of Anchorage
Health Authority Approval Checklis~ept, Health & Human Services
LegalDescription: LoT Io~ ~'~f.~ T,~I..~j...~ ~0"1:~'~' ParcelI,D.: OI5-
A. WELL DATA
Well type ~
Log present (Y/N)
Total depth
Sanitary seal (Y/N)
Date of test
Static water level
IfA~ B, or C, attach ADEC letter. ADEC water system number
Date completed 1 b/z~,/'7 "7
Cased to
¥
FROM WELL LOG
Casing height (above ground) ~,
Wires properly protected (Y/N) '~/
AT INSPECTION
8~
Well production I ~ g.p,m. ~.~
g.p.m.
WATER SAMPLE RESULTS:
Coliform ¢
Date of samPle: ' 1:)
Nitrate
Collected by: '~.-~
B. SEPTIC/HOLDING TANK DATA
Date installed i O/~*~/~'7 Tank size
Foundation cleanout (y/N)
Date of Pumping /~/~/~-- ~
C. 'ABSORPTION FIELD DATA
Date installed ~015 c[~
Length ~ 0 Width
Effective absorption area
Date of adequacy test
Fluid depth in absorption field before test (in.);
Fluid depth ~'// (ins) Minutes later:
Number of Compartments ~ Cleanouts (Y/N)
Depression (Y/N) t'4 High water alarm (Y/N)
Pumper /'~LC~. ~--~--~
Soil rating (g.p.d./ff~ ~) , ~ System ~pe
~ Gravel thickness below pipe ~ ~1Total depth
Peroxide treatment (past 12 months) (Y/N)
. Depression over field (Y/N) N
For ~ bedrooms
Monitoring Tube present (Y/N) Y
Results (Pass/Fail) c'~
Immediately after ~-'~gal. water added (in.):
Absorption rate = g.p.d.
If yes, give date
72-026 (Rev. 3/96)*
LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level
Cycles tested
Size in gallons ~' ~'~'--~
"Pump on" level at* / ~ ~ "Pump off" level at*
*Datum_ ]'5 e 'T")"o wf
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
On adjacentlots
On adjacentlots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation I ~ Property line ~..~ Absorption field
Water main/service line ,.~O 'f' .Surface water/drainage. ~.l I c)
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Surface water
Curtain drain
Building foundat on.
Wells on adjacent lots
,P-C) Water main/service line __~O -I.
Driveway, parking/vehicle storage area
Wells on adjacent lots / 0..~
F.
in conformance with MOA HAA guidelines in effect on this date.
ENGINEER'S CERTIFICATION , ': ~ ~,
I certify that I have determined thru field inspections and review of Municipal recOrds'that the ab6ve systems are
Signature
Engineer's Name
DAte
HAA Fee $ ~'~ ' ~
Dateo, Payment/
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
~1: Time
Date
Insp
MUNICIMALIIY OP ANCHORAG'
· DEPARTM~./; OF HEALTH AND ENVlRONME[~,~L PROTECTION
825 L Street, Anchoraae. Alaska 99501
264-4720
#2: Time
Date Received: ~%U~x~
#3: Time
%~-~ C'%'~. Date Date
~. Insp Insp
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
1. Lending Institution Request: ~]~, ~%~a~,:~,LS~
Mailing Address: ~\~ ~6~o~ ~u~t~' ~¢~. Phone:
2. Property Owner: ~m-'t~ l n r~
Mailing Address:
4: Single Family Residence: ~)
Multiple Family Residence: ( )
Number of Bedrooms:
Number of Bedrooms:
Well System:
Permit ~
Construction
Individual Well ( ) Community/Public System ( )
Depth of Well i~]~~ Well Log on File
Bacterial Analysis
Sewage Disposal System:
Permit #
Septic Tank Size
Absorption Area
On-site System ~) Public Utility (
Installed Installe~
Manufacturer
Soils Rate Material
Distances: Well to Septic Tank
to Sewer Line Nearest Lot line
to Nearest Lot Line
to Absorption Area
Absorption Area
P~ge T~o'
Department of Health and Environmental Protection
Request for Approval of Individual Sewer and Water Facilities
Comments:
Affadavit Attached: (~
Approved: ~<~ /~'//
Disapproved:
Letter Attached: ( )
Date:
Date:
Department Worksheet:
¢
(.p!~ ~o ~oS) --O3OlAO~d ]$VB3AO3 ]3NVB~SNI ON 008£ ~*a S~
(a:Sm, sod snld) ~O~--'IIViN 031JlJ.~130 ~0;I J. d1333~l
~ / Department of Health and Environmental ProtectiOn
/f~/ 825 L Street, Anchorage, Alaska 99501
L" ~quest for Approval of Individual Sewer and Water Facilities
1. Property Owner:
Maili"g Address:
Name of Buyer:
Mailing Address: , Phone:
Lending InstitutionallY. ~/~~
Mailing Address: Phone:
o
o
Realtor/Agent:
Mailing Address:
Legal Description:
Street Location:
Phone:
Single Family Residence: (~ Number of Bedrooms: ~
Multiple Family Residence: ( ) Number of Bedrooms:
Water Supply: * Individual Well ~'~Public/Community System ( )
If Individual Well, well depth
If Community System, name of system
-sewage Disposal System:-*~n~site System ~Public System ( )
If On-site System, date of installation: ~
*NOTE: A well log is required on ALL wells drilled since 6/75.
** If on-site sewer system is over two(2) years old, an adequacy
.test is required by this department.
A fee of $25.00 must accompany each request before processing
can be initiated.
3/77
Anchorage
po I~.._./t 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES,
MA YOFf
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
January 14, 1985
Michael S. Driscoll
Star Route A Box 1641-E
Anchorage, Alaska 99507
subject: Lot 10 Block 4 Talus West Subdivision 92
The water monitoring efforts conducted by AECS, Inc., on
December 20th, 1984 and the Department's measurements
taken on January 3, 1985, indicate that the existing system
is discharging un-treated sewage effluent into the water table.
The existing condition is in violation of Municipal Ordinance
15.65.070(B) and must be corrected. The Department hereby
requests that the existing absorption field be brought into
compliance(upgraded) with the Municipal Wastewater Disposal
regulations no later than July 15, 1985.
During this interim period and effective immediately, the
following action must be taken to abate 'the discharge of
sewage into the water table:
(1) Insert an inflatable "test ball" into the cleanout at
the start of the trench.
(2) Pump the septic tank within twenty-four(24 hours upon
receipt of this letter and at a minimum once each week/
thereafter; and submit pumping receipts to this Department
weekly.
Be advised that prior to any upgrade, a permit must be obtained
from this department.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
John.Kennedy
Engineering Technician II
..?