HomeMy WebLinkAboutTIMBERLUX #2 BLK H LT 7Timb
rlux
Block H
Lot 7
#018-271-48
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2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
PV - PUMP VAULT
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
PERMIT # OSP241239 PID # 018-271-48
1"=30'
TIMBERLUX #2, BLOCK H LOT 7
FEET
0 30 60Benjamin Schiller
CE 12592
R
E
GISTEREDPROFE S S I O N A L E N G INEER
9/6/24
PLAN AS-BUILT
EXISTING WELL
w/ 50' RADIUS
1500-GAL
ADVANTEX TANK
w/ AX20 POD
TH#1
L
O
N
G
B
O
W
D
R
I
V
E
4-BDRM HOME
10'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
ABANDONED TRENCH
(2) CAT III 30' LONG x 5' WIDE, 0.5' EFFECTIVE
DEPTH ABSORPTION TRENCHES
LINE INSULATED
UNDER DRIVEWAY
w/ 4" OF 60-PSI
FOAM BOARD
405
400
395
390
385
380
A B
MH 31.0
POD 34.3
PV 33.1
A
B
MT1 59.0
MT2 56.9
MT3 68.9
MT4 68.5
12.3
15.6
19.1
63.7
71.9
74.2
83.0
MT1MT3
MT2
MT4
MHPV
POD
PROFILE AS-BUILT
(NO SCALE)
94.9
89.8
95.8
98.5
FC
O
MH
PO
D
PERMIT # OSP241239 PID # 018-271-48
TIMBERLUX #2, BLOCK H LOT 7
98.7 FINISH GRADE
30'
MT
1
TH
#
1
GROUNDWATER @ 87.8 7/31/24
94.3
94.8
94.3
94.8
94.8 ORIGINAL GRADE
MT
2
LS
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFE S S I O N A L E N GINEER
1500 GAL ADVANTEX
FAP 2.0 TANK
AX-20
FILTER
POD
9/6/24
6" INSULATION
EAST TRENCH
97.2 FINISH GRADE
30'
MT
3
TH
#
1
GROUNDWATER @ 86.8 7/31/24
93.3
93.8
93.3
93.8
93.8 ORIGINAL GRADE
MT
4
6" INSULATION
WEST TRENCH
82.3
81.3
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
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241239
Work Type: Septic Upgrade
Tax Code Number: 01827148000
Site Legal Address: TIMBERLUX #2 BLK H LT 7 G:3136
Site Mailing Address: 15001 LONGBOW DR, Anchorage
Owner: MATTHEWS MATT K & CAROL L
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
8/23/2024
8/23/2025
28397
2 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: "% cl? Date:
Issued By: Date: ez-'-o'
4
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. 018-271-48
Property owner(s) Matt & Carol Matthews Day phone
Mailing address 15001 Longbow Drive, Anchorage, AK 99516
Site address 15001 Longbow Drive, Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Timberlux #2 Block H lot 7
Legal description (Township, Range & Section)
Lot Size 28,397 _Sq. Ft. Number of Bedrooms Four(4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
FX-1
Initial ❑
Single Family (SF) RX
(w/wo ADU)
Septic Tank
RX
Upgrade RX
Duplex (D) ❑
Holding Tank
R
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE I 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: Waiver Fees:
Date of Payment: 2 ?—D 2-,/ Date of Payment:
Receipt Number: Receipt Number:
Permit No. U3 Z 12 1 Waiver No.
Permit App_'-'- : - :-'.,:c -,
August 23, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Timberlux #2 Block H Lot 7 – 15001 Longbow Dr
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot has a 4-bedroom system that has reached end of life. The attached site
plan identifies the location of the home as well as the new septic location. Due to separation to
wells the new system will need to be advanced treatment. No conflicts exist between this proposed
system and any other well or septic system, whether on this lot or adjacent lots.
The ground surface on the lot is generally mild, sloping towards the street. There is a flat grassy
area just before the street, it is in this area that the new septic system is located. There is a short
section of slope exceeding 25% within about 15 feet downslope of proposed design, but it is only
5’ high and the attached slopes analysis shows that it will not cause daylighting. Contours are
shown on the site plan showing the grade and direction of flow. Stormwater drainage will not
impact this septic system. The new trench will be constructed parallel to the slope as much as
possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all
wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached
test hole logs, plan and profile pages 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
OSP241239, Curtis Townsend, 08/23/24
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FD - FLOW DIVERTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
1"=30'
TIMBERLUX #2, BLOCK H LOT 7
FEET
0 30 60Benjamin Schiller
CE 12592REGISTEREDPROFESSIONA L E N GINEER
7/31/24
SEPTIC PLAN
EXISTING WELL
W/ 50' RADIUS
1500-GAL
ADVANTEX TANK
w/ AX20 POD
TH#1
L
O
N
G
B
O
W
D
R
I
V
E
4-BDRM HOME
10'
UTILIT
Y
E
A
S
E
M
EN
T
MT
MT
MT
MT
PUMP VAULT
EXISTING TRENCH TO BE
ABANDONED IN PLACE DECOMMISSION EXISTING
1250-GAL STEEL SEPTIC TANK
(2) NEW CAT III 30' LONG x 5' WIDE, 0.5'
EFFECTIVE DEPTH ABSORPTION TRENCHES
INCOMING PRESSURE LINE MUST ENTER
TRENCH CENTER
D
R
I
V
E
W
A
Y
INSULATE UNDER
DRIVEWAY
405
400
395
390
385
380
≥6'≥10'
A
A
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241239, Curtis Townsend, 08/23/24
TIMBERLUX #2, BLOCK H LOT 7
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF 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
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 40 MIN/IN
APPLICATION RATE: 2 GPD/SF
5-WIDE TRENCH SYSTEM
ADVANTEX FAP 2.0 TANK W/ AX-20
BOTTOM OF TRENCH: 0.5' BELOW GRADE
FLOW LINE ELEVATION: 0.0' FROM GRADE
600 GPD / 2 GPD/SF (/ 5' WIDE * 1.0 RED FACTOR [0.5 DEEP]) = 60 LF TRENCH REQUIRED
(2x 30 LF SPECIFIED)
7/31/24
DRAINFIELD ROCK
2'
6"
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
5'
6"
GEOTEXTILE FABRIC &
2" FOAM INSULATION
1 1
4" PVC w/ 20 - 1
8"
ORIFICES EVENLY
SPACED @ 3' OC
3:1 SLOPES W/ JUTE
MESH AND SEEDING
NOTE: THIS SYSTEM MUST BE PRESSURIZED FOR THE
REDUCED SEPARATION TO IMPERMEABLE SOILS
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241239, Curtis Townsend, 08/23/24
1"=10'
SLOPE CROSS SECTION A-A
SEPTIC TRENCH
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
46%
AN
GL
E OF EF
F
L
U
EN
T
INF
LU
E
N
C
E
2:1 MAX SLOPES
STABILIZE WITH JUTE MATTING AND HYDROSEED
FEET
0 10 20
8/22/23
TIMBERLUX #2, BLOCK H LOT 7
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241239, Curtis Townsend, 08/23/24
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
40
7/18/24 1
2
3
GM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
YES
Timberlux #2 Block H Lot 7
7/18/24 018-271-48
Matt Matthews
4:15 1 0
16
4:46
5:16
6" OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: M. Jakubisin
2 4
16
12.0
7.0
7/31/24
COMMENTS:
SITE PLAN
1 4
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
7/31/24
OB/FILL
GC (CLAYEY GRAVEL)
**IMPERMEABLE**
1 0
1630 1 11
16 0 11
16
1 0
1630 1 12
16 0 12
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241239, Curtis Townsend, 08/23/24
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this -9 Day of Ay G of 20 P, V , by and between
// /X R S rA. I-' Ar , 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 /2 Q /1 ' j G S A S
located at (legal description)
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).
,A;`� 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 AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
i�� 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
OWNER:
By: % � � (signature) Date: % y
Ito /IVA° `' �� d'!% �C�' (print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoin nstrument was acknowledged before me this ,42 day of 4 `
2(}, by . ,
RY P
Mrr UB IC FO'R� ASKA
y Conssion ex. p 2y ? � J: ' ••�"17
NOTARY
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OF AV
MUNICIPALITY: i/iryrr��ptt�1
By: (signature) Date: 2 'G
1� (print name) Title: C. (u c- C C (,,,4-,r
(rev. 05/18/2018) Page 3 of 3
Lot 7, Block H,
Timberlux Addn. No. 2 Subdivision
As-Built
Land Surveying
Land Development Consultant
Subdivision Specialists
Construction Surveying
AEC# 173042
S4
Group
124 E 7th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
8/23/2024
P.O. Box 196650 a 4700 Elmore Road
Anchorage Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997
http://www.muni.org/Onsite
Development Serices Department
On -Site Water and Wastewater Section
cnr S
a.
Department
Xxx7'CXTJ
Waiver#: OSV211068 COSA#: Permit#:830404
PID#: 018-271-48
Legal Description: Timberlux #2 Block H Lot 7
Engineer: Forge Engineering
Applicant: Matt Matthews
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field and septic tank on Lot 7 to the private well on Timberlux #2 Block H Lot 6 has
been approved. The approved separation distance is 85.0 feet. See engineer's waiver request for
justifications.
This waiver approval applies to the existing absorption field and septic tank only. Any future
upgrade to the on-site wastewater disposal system will require all separation distances be met or
another approval from this department.
9 a s a a v a a a a 9 a a a a a a v a a a Is a a a a a a a a a a a a a a v a a a a 9 a a a a a a a a a a IN v a a a a a a a a a a a a a a a 6 C a a a a a a 1
Waiver is Granted: X
Waiver is not Granted:
Date: 10 902 ( Approved by: alq_� C�_Mz
Name of Reviewer
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September 10, 2021
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
9/7/21
Subject: Timberlux Subdivision #2, Block H Lot 7 – 15001 Longbow Drive
Neighboring Well to Septic System Waiver
Dear On-Site Services Engineer:
The existing absorption tank on Lot 7, Timberlux Subdivision #2 is located 93’ from the existing
well on Lot 6 at its closest point. Additionally, the center of the existing absorption trench may be
as close as 85’, although there are no standpipes to mark the trench’s exact location. The septic
system on Lot 7 was originally constructed in 1983 and has been in constant operation since that
time. However, the well on Lot 6 was placed two years earlier, in 1981. A waiver is therefore
required to allow the absorption trench on Lot 7 to remain in its constructed location less than 100’
from the well.
The trench is downslope from the well with drainage to the southwest toward Longbow Drive.
Septic effluent that might surface from the trench would flow away from the well at a surface grade
of more than 10%. The well log indicates a depth of 137’ deep and the static water level of 38.5’
below the surface, and clayey gravel from 0’ to 134’. The well log for Lot 7 shows similar material.
This material is typically impermeable. We are confident based on the aforementioned
characteristics of the lot surface along with the well construction through clayey material that the
reduction in the protective radius of the well to 85’ will not impact the quality of water from the
water system.
Additionally, a water sample taken from the well on Lot 6 in 1999 records a nitrate content of 0.24
milligrams per liter, which would indicate that even after 16 years the well is not influenced or
contaminated by the tank or absorption trench on Lot 7. We therefore request a waiver to reduce
the separation distance from the well on Lot 6 to 85’.
Sincerely,
Benjamin Schiller, P.E.
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www.ci.anchors~ge.ak.us
343~4744
March 12, 1999
Maurice K. & Carol A. Matthews
Property Owner's of Lot 7 Block H Timberlux #2
3340 Arctic Boulevard #106
Anchorage, Alaska 99503-4550
Re: Separation Encroachment, Lot 7 Block H Timberlux #2, P.I.N. 018-271-48
Dear Mr. & Mrs. Matthews:
During a recent evaluation of the wastewater system and water well on Lot 6 Block H
Timberlux #2 Subdivision, the engineer performing the evaluation discovered that the
well serving the home on this property is being encroached upon by the wastewater
system serving the home on lot 7. According to our records you are the owner of lot 7.
The separation distance is 95 feet. The required separation distance is a minimum of
100 feet for a private well to a wastewater system. This is in violation of Chapter 15.65,
The Municipality of Anchorage On-Site Wastewater Disposal Ordinance.
The existing well on lot 6 was constructed in October 28, 1981 and the wastewater
system on lot 7 was constructed in December 7, 1983. Because the well on lot 6 was
place at the time the wastewater system on lot 7 was constructed, makes the
responsibility of resolving this encroachment matter the property owner of lot 7.
in
Be advised that Lot 7 Block H Timberlux #2 Subdivision iR not eligible for Health
Authority Approval from this office at this time. The result will be the inability of the
owner to transfer title of the property at the time of sale until the separation
encroachment matter is resolved.
If you have questions of the above, please contact me at 343-4761.
Sincerely,
Daniel J. Roth
Civil Engineer
On-Site Services Program
') .~j MUNICIPALITY OF ANCHORAGE '~,~
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
~~S , BUILDER 276-7496 ~]UPGRADE
MAI LING ADDRESS
2609 BARROW STREET$;ANCHORAGE,~ AK, 99502
LEGALOESCR~TION~ov 7 ~ B~Oc~ H ~ TIHBERLUX
LOCATION ~ ~ILE NO, OF RABBIT CREEK ROAD; lAST SIDE OF LONGBC NO. OFBEDROOM8 4
Well + ~ Absorption area Dwelling PERMIT NO.
DISTANCE TO: i O01 830404
~ ~ Manufacturer Material No. of compartments
~ ANCHORAGE TANK STEEL TWO
Liq. c pa ' 'n ~alions Inside length Width Liquid depth
O ~ ~ Manufacturer Material Liquid capacity in 9allons
-- No. of lines ~ Lenoth of each line Total lenoth of lines~ ~ ~ Trench widtt~o~ inches Distance between lines
N
Top of tile to finish 9rede
Material beneath the Total effective absorption area
Length Width Depth .' PERMIT NO,
~ ~ Type of crib Crib dlamete~ Crib depth Total effective absorption area
~ Well Buildin~ foundation Nearest lot line
~ DISTANCE TO:
~ ~lass Depth Driller Distance to lot line PERMIT NO.
~ Buildin9 foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
PIPE
DIA~ ~dHITE, PLASTIC
G~ (8~ PER ~ P~R~IT) ~
I N STAE L E R ~
DIAHOND COaSTRUCTION Co.
REMARKS INSULATION a0ARO(HI-40 D0~
STYROFOAH) PLAC[O 2" 0V~R TOP OF ~"L~N
LOT 0WNE~ ~ATTHE~S ~ CONTRACTOR STAT
ED] SUFFICIENT FILL- FROH HO, E~CA VATION
~2-013 (Rev: SA 81 /
November 22, 1983
Leo 'I'hompson
Anchorage, AK 99b
Subject: Lot 7~ ;~lock ~, Ti~d3erlux ~2 As-built
Dear ~4r.
This Get~art,.~]ent is unable to accept the on-site as-built for
this lot until the l~ollowing areas o~ concern have been
addressed° In reviewing this as-built fnrt*~er information
must be provided to insure that the installation meets
P~unicipal Codes:
1. The soils test showed water at 6 ~eet, w~J. ch means tho
total depth of the installation can De no deeper than 2 ~/~6
feet below grade. [{owever, adding together your 2 feet
from top of tile to grade with your 18 inches (min.) ~.~I~
below tile gives a total de~}~h o}~ 3.5 feet or only 2.5
feet above t~e docu~ented water table~ If this is tho
case then this on-site system canr~ot be used.
installed in the area of the test hole? ~C
2.
'~as
the
system
This department received a call that the system was
/
being installed 1UU ~e_.t ~rom the original test hole
I~ this is tr~e do you ~ave a new soils 'log ~or the
installation slue? /j~ A0~ U~ U~
~Olt ratin~ on the as-built states "Sb (per sewer 6}(
permit)," did you verity that the soil t~at the systen~
was placed in is 8b rated soil?
T~anK you ~or your assistance in a:'~swerin~ t~lese questions.
Pl(~ase contact this office with this aGditionat information.
sincereiy,
CC ~ ~¼~,
2609 Barrow Street
Anc~orage, AK 99502
Cory Wil li~
Acting Sewer & Nater
Program Manager
MUN,C,PAL,TY OF ANC.ORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
~.I~-S I~'.E--~,. ----- S~I~/~.G E DISPOSAL~SYSTEM AND/OR WELL INSPECTION
REPORT
-~AT~TTHEWS ~~ ~76-7496 ~ UPGRADE
MAILING ADDRESS
2609 BARRO~ ST* ANCHORAG~ ALASKA~ 99502
LEGAL DESCRIPTION LOT 7 BLOCK H ~ TIHBERLUX ~ 2 SUBDIVISION
SECTION ~t T 12~ , R D W , S.H.,
LOCATION ~ HILL NO.OF RABBIT CR~K ROAO~ O~ LONGBO~ RD, NO. OFBEDROOMS
lAST SIDE OF LONGBOW.
DISTANCE TO: ]Well qO0I + [Abs°rpti°narea Dwelling PERMITNO. 8~O~O~
~ Z Manufacturer Materials T ~ E L No. of compartments
~ ~NCHORAGE TANK
~ P Liq, ca~in gallons IF HOME.DE: Inside length Width Liquid depth
, ~ Well Dwelling PERMIT NO.
O ~ ~ Manufacturer Material Liquid capscity in gallons
Q WeS Foundation Nearest IotHne ~0 ~+ PER~ITNO. 8~0~0~
m Well Building foundation Nearest lot line
~ DISTANCE TO:
~ ~lass Depth Driller Distance to lot llne PERMIT NO.
~ Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
4'l OIA. ~HITE PLASTIc
INSTALLER ~ ~
DIAHOND CONSTRUCTION CO~ ~ 4 ~X/
0F ~I, LINZ. MATERIAL IS HI-40 ~
DOW STYROFOAH. BACKFILL OVER INSUL ~ ~/
013 ~
i'.'B L~P-4 I ,---: I 't':--R L I T'.-r"
[:,EPRRTMENT '% ..:. HERLTH RN[:, ENV IRONMENTRL%,,.,.~OTECTI BN
~, ..... "'L'" STREET., HNL. HURHUE., ~:2.
f 264-47:2E~
~~ =. o ~,~ ' -I. ' ~'~'~'-'~ '~='
RF'F'L Z CRNT ~, ,.=~N ...........
LE6RL L7 Bt_3C:K H TZMBERLUX ~2 LOT SZZ~ ~.~9~ %!I.IRRE FEET
TYF'E OF :,LZL HE,=,u[FTIJN _,~_,TEII [S: [:,RRZNFZEL[:'
,- ' '11 ', ' ' ~ =,u[L RRT[NG ,:SQ FT,.-'BR)= 85
UH~',ZII_fl NUI1E, ER OF BEDROONS =
THE REQUZREB' =,Z~E OF THE '~nZL HE,=._RFTZ3N sT_TErl
'
THE LENGTH DIMENSION IS THE LENQTH (IN FEET::, OF THE TRENC:H OR [:,RRtNFI~D.
, P r' IS ,- - - '- ,
THE DEPTH OF R TREN_.H _R F'ZT THE BZ=,THNL. E BET~E_N THE SURFRCE OF THE
GROUNE:, RND THE BOTTOM OF THE E~-OBRVRTZON
THE T~:E~-~E:H [-~ Z E)TH Z S ( 5. ,2~,;~:4 FEET/
THE GRR',,,'EL E:,EF'TH Z5 THE MZNZMUM E:,EF'TH OF GRR',/EL b~INEEN THE OUIPRLL FZFE
RNE:, THE BOTTOM OF THE E;,:;C:RVRTZON (ZN FEET).
PERNZT HFFLZ_.HNT HH-, THE RE=,FuN=,ZE, ZLZTT TO ZNFORM ~HZ_, DEF'RRTMENT DURZNG THE
ZN%TRLLRTZON ZN=,~EL. TZuf4_ OF RN'¢ NELLS RD.~RCENT TO THZS FR_FERT¢ RND TNE
HUMBER OF RE%ZE:,ENCES THRT THE NELL t.4ZLL _,ER,E.
T [.~,'-~ ,:'..=.."-:-' .':" Z P-~_. F EL-T
,- ..... p ,-' ',- · _ _ _ - -, - THIS
E, HL.~...FILLIN-.. OF RN'T' =T--TEtl NITHOUT FINRL tN'-~F'EF:TI¢iN RND MFFF..u,HL B'T'
[:,EF'RRTMENT NILL BE .=,UE,..TEuT TO PR]SE-_TION
MINIMUM [:,ISTRNCE BETNEEN R NELL RN[:' RN'T' ON-SITE SENRGE DtSPOSRL S"r'STEFI IS
i£'~£'i FEET FOR R PRtVRTE NELL OR '15E'~ TO 2E~E~ FEET FROM R PUBLIC NELL DEPENDtHG
UPON THE T","PE OF PUBLIC NELL.
MINIMUM DISTRNCE FROM R PRIVRTE NELL TO R PRI',?RTE SENER LINE IS 25 FEET RND
TO R COP'IMUNIT'¢ SENER LiNE IS 75 FEET.
OTHER REQUIREMENTS I'"lR"r' RPPL¥. SPECIFICRTIONS RND CONSTRUCTION DIRGRRI"I$ PRE
W,,,'RILRBLE TO INSURE PROPER INSTRLLRTION.
F'EF;~-I Z T E,:-=.F :~ F.:E5 DE _-EB-IE. EF-. -=-:1,. i
I CERTIF'T' THRT
i: I RM FRMILIRR 14ITH THE REL."~UIRENENTS FOR ON-SITE SENERS RND NEL. LS RS SET
FORTH B"r' THE MUNICIF'RLITV OF RNCHORRGE.
2: I NILL INSTRLL THE SYSTEM IN RCCORDRNCE NITH THE CODES.
3.: I UNDERSTRND THRT THE ON-SITE SENER S'.r'STEM FIR'?' REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MOF.:E THRN 4 BEDROOMS.
!
GNEE,
HFPLIL. RNT [,~,-..,. ............... ~ ~¢.~ ~. ~
ZSzqUEL~, E,'.'_ ..... M ............. ~::~--~--L ..................... '¢4. 0
ANCHORAGE. A',A [:.",,!~?)502 0650
(907) 264 4i [ i
TONY KNOW !:,
MA Y O R
<Permit 9: 820599
.January 31, 1983
TO: Permit Applicant
Subject: Lot 7 Block H Timberlux subdivision ~2
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation°
If there are any further questions, please call this office
at 264-4720.
Sincerel~
Robert C. Pratt, R.S.
Acting Program .Manager
Sewer and Water Program
RcP/ljw
enc: Copy of Permit
SWP/057
RF'F'L I CFFiT
LCiCRT I Oiq
L. BaRL
BLOCk: P! ...... ?-'-'. 2
LOT '/51 ZE
tH ..i' _,,! !',Kt!',IECE OF E'.EE:,RL](}M:-2; :::: ,:!.
5(]IL RR?'li',i(J (¢;r) F:'T',.."£::F:::,*=
THE F. ZQLIiRE:£) 512E OF TFE SOIL RBS(]RPT!ON E;'?'::~;TEi"1 15:
THE LEt'.E~'Fl-! [X[ItEIt.?;IOi-,I IS 'T'HE LEI".K.YT'H (Ii~.,! FEE'?') OF:' THE 'FFRENOH
THE DEF'T!-4 OF' FI ]'EE!$.':H OF: PIT I'.'E; THE DZS"FRi'qCE BE]"B4EEI'.~ TFE :.'.-',LhqFRCE OF THE:
qiROLIN[:, Ri",![) THE BO]'TOit OF TFIE EXCFt'.',,'RTIOhl 4!i"! FEET).
]'HE: 13F;:Fh'EL Z:;~-_*.FffH "':: --- . ..... . ....
.t_, THE i'"!:[.,*'.,~:£i','it..!f,'l [':,EF'"lh! Ij~ ~ ,~:~FFLL,,F..,-.E~
Rh,!D THE ~.:.',OTTO~4 OF THE EXE:FF,,,'RTZOIq (![4 FEET::,.
F? ~: .~;Tit ,~.j % F:~: E; E::,, "::' '¢::' ~ :" -* ................... --':" F.:" - ....
T i' !qTFil i P']" ): "~.! I I"~SPE(::T I ESE; OF ,: ' IV I.]FI i ':'
~.~ ........ r,IFEP,.. ()F' ............... PP~F,E".4'"'P:._...., TFiRT THE HELL. HILL '~c'-"' '"-
Irlz.:, [:~EF'R,qTPE.~.,!"r .[:<S: ;( ~,!(.~
]"HI:E; F'F~:OF'E¢:;~'.T'?' ai'.4["
MINI!',!LIi! [)ISTFi?.,E:E b%::T!,EEF,! FI .I.,.!ELL FIND FIN? CtN-SI]"E 5Ei,!FEiE [):[SRO%FL E;"r".:~;"['EM i5
!Ot'-'l FEE]" FOR R PRI',/FFTE HELL OR :l. SEi TO 269 FEET FROM ¢:1 PUBLIC kELL
L!F'Oi'4 TI'tE 'iWF'E OF F'UfLIC HELL.
i"ID'tIPlUf'~ [)I:T'FFRNCE FEOI"i Ft PRi',.,'RTE HELL TO Fi F'F'.i~,,'FI-FFE :SEI,.!ER [...iI'E IS 25 FEET FIN[:,
TO i:~ COI'E1U!'4 :[ TV SEi,.IER LIFE IS 75 FEET.
OTHER RE~;:!LI.~FEI¢IEiqTS !tR'f f:!i:::'f:'!...V. %F'EE:iF!CFIT:[ON% FSE:, COt'.4%]~RLIC]-iON [:,IFEiF..'R[,I:.5 FiF::E
R',/FI!LRBLE TO lt',I':.7, URE PROPER
i CER]"ZFY q-FiRT
i: Z !afl FF:!I"!ZL!RR HITH TF!E F:EC;!U:[F;:E'f'IE}dT!:: F'O[~ O~.k-SITE 5ENER5 F~ND HELL:~; Fi:k: 8ET
FORTH Eft THE P!UF~ZCIF'RLZT'¢ OF RF,!CHOEFEE.
2: I HILL ~I',ISTRLL. TF!E 5'./STEF! IF,! FE:COEORfC:E !,.iiTH THE tOE)ES.
5:: ! L[FDEF?.STRP,![:, '?HFff THE ON-SITE SEHEE S'¢STEI't i"IF!'¢ RE(;~!JlP. E ENL/qE~Eb!EfqT if;' -f'H~{
~.E=, i E. ~:.~ ,!...c. 1:5 P.E!'C[F;,EL.E[:, TO I f',E:LLIE:,E I,iOPE *~
RF'PL I CFii"~'F I,F!¢;~FIEF! E',. ELK I i"?.~;
............. 's ..................................... .......... '-""' ............. "*'-
WELL OWNER
LOCATION
WATER WELL LOG
FOSS DRILLING
1336 Ingra Street
Anchorage, Alaska 99501
W'~.,-'w~od ,,SE oF WELL Ha
FEET OF DP~WDOWN.
REMARKS
DATE COMPLETED~PUMP TO BE SET AT~
~ E:,EPI~RIMENT L~ iiEFIL. TH RN[." ENYIRONf'tENTRL .r ',TECTION
; ; 264-4728
PERMIT NO. ,:. ~,-,
RF'PLZCRNT DRVE WFiRWOOD ~O~ 3HLIGRCH 1.4FIY 9~E~ '~'~"*' '-:'?'-'
LOCRTZON LONGBOW DR
LEBAL L7 BLK H T[MBERLUX ~2 ,LOT S~ZE_ 28397 SGYJRRE FEET
TYFE OF SOIL RBSORBTIOf4 SYSTEId ZS: DRRZNFZEL[:
MRXINUM NUMBER OF BEDROOMS = 4 SOIL RATING
THE RE'.UIRED %IZE OF THE SOIL ABSORPTION SYSTEM IS:
....
THE LENGTH DIMENSION IS THE LENGTH (IN FEET> OF THE TRENCH OR DRRINFIEL[.'h
THE DEPTH OF 8 TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFBCE OF' THE
GROUND RND THE BOTTOM OF THE EXCRVFtTION (IN FEET).
THE GRFIVEL DEPTH IS THE MINIMUM DEPTH OF GRFtVEL BETWEEN THE OUTFRLL. P~F'E
RND THE BOTTOM OF THE EXCRVFITION (IN FEET).
PERMIT RPPLICRNT HRS THE RE=,FON_IEILtTT 'FEI INFOF. M THI_, DEPRRTMENT D_RING THE
INSTRLLRTION INSPECTIONS OF FINY WELLS RDJRCENT TO THIS PRCPERTY RND THE
NU~IBER OF RE~IDENC. E_ THRT THE WELL ~IILL SERVE.
T&--~(D ¢-: ;~ > I I',IS--.;F'E(-;.T I ¢-11'4 :_-3. AF~:E F-.'E ~:~.~tU DE F--:E[::
BBCKFILLING OF ANY SYSTEM WITHOUT FINiaL IN=,FE_.TION RND RPFF. u,~BL E,~ TH.L,
[~EPRRTMENT WILL BE SUBJECT TO FRO_,ECUTIO[I.
MINIMUM [:,ISTFINCE BETWEEN R WELL RND 8NY ON-SITE SEWRGE B, ISF'OSRL SYSTEM IS
±00 FEET FOR 8 PRIVRTE WELL~ OR
±50 TO 200 FEET FROM R PUBLIC WELL DEPENDING UPON THE TYPE OF F'UBLIC 1.4ELL.
~4ELL LOGS RRE REQUIRED 8N[~ MUST BE RETURNED TO THE DEPFIR'FMENT WITHIN :~:0 DRY:S;
OF' THE WELL COMPLETION.
OTHER REQUIREMENTS MFtY 8PPL't'. SPECIFICRTIONS RN[:' CONSTRUCTION [:,IFIGRFIMS PRE
I~VRILFtBLE TO INSURE PROPER INSTFILLRTION.
I CERTIFY THRT
1: I AM FFIMILIFIR NI]'H THE RE6!UIREMENTS FOR ON-SITE SEWERS RND NEId..S AS SET
FORTH BY THE MUNICIPRLITY OF RNCHORROE.
2: I WILL ZNSTRLL THE SYSTEM IN RCCORDRNCE HITH THE C:O[:,ES.
3.: I UNDERSTFIND THAT THE ON-SITE SEWER SYSTEM MRY REO. UIRE ENLRRGEMENT IF' THE
RESIDENCE IS REMOD. ELED TO INCLUDE MORE THRN 4 BEDROOMS.
APPL I CI--]NT [:,FIVE WRR[,.IOOD.
I'=_;SUED BY ........._ ..~ --~'----~-~~//-x ..... ¢_~ ......... [: RTE ................ ~/.~__~_ ~_.. ',,,' .--'.':. 2
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Forge Engineering
8/27/24
N/A N/A
N/A
Benjamin Schiller, P.E.
(907) 522-7773
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Day of 000 -of 20, 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 S stems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex System
located at (legal description)
Timberlux #2, Block H Lot 7
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.
Id 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).
40 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 I of 3
40 Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
16 Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
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. Sevcrahilih% 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
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Lot 7, Block H,
Timberlux Addn. No. 2 Subdivision
As-Built
Land Surveying
Land Development Consultants
Subdivision Specialists
Construction Surveying
AEC# 173042
S4
Group
124 E 7th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
9/5/2024
Di¥ISION O~ ~IRON~I~A%
DEPARTMENT OF HEALTH AND ENVIRONI~ENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL 6~RTIFICATE
1o General Information
Application Date
(a) Legal Description (include loC, block~ subdivision~ section, cownship~ range)
Lot 7 Block H Timberlux Subdivision #2
Location (address or directions)
15001 No Longbow Drive
(b) Applicants Name Matt Mathews
Tele hone Home Business
Applicants Address 2609 Barrow, Anchorages Alaska 99503
(c) Applicant is (check one) Lending Institution
Buyer ~ ~ Other~ (explain)~
(d) Lending Institution
Telephone
Address
(e) Real Estate Co. & Agent
Address
Telephone .....
Mail the F~%A to the following address:
(f)
T_Lpe_o~f_R~esidenc~e
Single-Family,~.
Multi-Family~
Other (describe)~~___
Number of Bedrooms
Individual Well
Communit7 ~
Public~
Note: If community ~11 system, must have ~itten confirmation from the State
Department of Envirommental Co~ervation attesting to the legality am~ statue.
Sew_ ag_3 e
Onsite~ Publico Community~-~ Holding Tank.~
Note: If community well system~ must have %~ttten confirmation from the s~ate
Department of Environmental Conservation at~esti~ to ~he legality a~ status~
[Page 1 of 2]
5~ ~~Providiq~ Inspections Tests_ File Seareh~z Data and Information
As certified by my seal affixed hereto and as of the validation date shown below, I
verify that my investigation of this Health Authority Approval shows that the on-site
water supply and/or wastewater disposal system is safe, functional and adequate for
the number of bedrooms and type of s=ructure indicated herein.- I further verify that,
based on the information obtained from the Municipality of Anchorage files and from my
investigation and inspeetion~ the on-sits water supply amd/or w~stewater disposal
system is in compliance with all Municipal amd State codes~ ordinances, amd regula-
tions in effect on the date of this inspec~iono
Name of Firm ~ ~Telephone __
Address~
Date
Approved for fou____r--
~pproved xx
(ENGINEER SEAL)
bedrooms
Disapproved _
This .Department has received
written documentation from
the engineer and this property
is now fully approved to meet
Municipal Ordinance and
guide line s ~
Coedi~ional
Te'rms of Conditional Approval
CA~TION
TH~ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT~
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER ~GISTERED
IN ~ STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND
THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQULRE-
b~NTS. EMPLOYEES OF DNEP DO NOT CONDUCT INSPECTIONS OR ~MALYZE DATA BEFORE A
CERTIFICATE IS ISSUED° THE MUNIC~PALIT~ OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS IN ~ PROFESSIONAL ENGINEER'S WORK°
(DEEP SEAL)
RR4/eJ/D18
[Page 2 of 2]
7~19-84
January 14,
Engineers ~ Surveyors Planners
5313 Arctic Blvd., ~uite 20~ ~ ;?.0. Box 4-3187
Anchorage Ak. 9950~/~ ;~'A~&:~et Ak. 99509
1985 ~ ~ -- ~.
' Office: (907) 5~1-1044
ADC No. 85004
Mr. M. K. Matthews
2609 Barrow Street
Anchorage, Alaska 99503
Re:
Inspection of On-Site Septic System for
Lot 7, Block H, Timberlux Subdivision
Addition No. 2.
Dear Mr. Matthews:
Pursuant to your request, I have performed a cursory inspection
of the on-site septic system for the above-referenced property.
It is my understanding that the need for this inspection arises
from the fact your lending institution requires a health
authority approval for your new home be current within six
months. Even though the Municipality considers the 'health
authority approval for a new septic system to be valid for two
years, they will not issue a new health authority approval
without a new inspection. It is noted that the Municipality's
current Health Authority Approval for the above-referenced
property was issued July 9, 1984.
On Wednesday January 9, 1985, I accompanied you to the site and
performed an inspection of the septic system. The following
observations are made:
all required standpipes, as shown on the as-built survey,
dated 6-15-84, are in-place, extend 1-foot or more above
ground, and are capped.
visual inspection indicates that standpipe locations (5)
and location of existing well are as shown on the as-built
survey, dated 6-15-84.
- distance between septic tank and end-of-trench standpipes
is approximately 68 feet.
- distance between septic tank standpipe and existing well
is approximately 105 feet.
Mr. M.K. Matthews
January 14, 1985
Page -2-
- as noted on the Health Authority Approval, dated July 9,
1984, the driveway crosses over the drainfield, however,
the driveway appears to be 2 or more feet above the
original ground in this location.
- there is no depression over the septic tank or the
drainfield at the time of this inspection and there is
positive surface drainage away from these components.
During the course of this inspection, I have reviewed the
following documents which you furnished:
- MOA DHEP Health Authority Approval Certificate, dated July
9, 1984.
- MOA DHEP On-site Sewage Disposal System Inspection Report,
dated December 7, 1983.
- MOA DHEP letter, dated November 22, 1983, Subject: Lot 7,
Block H, Timberlux #2 As-built.
- MOA DHEP On-site Sewer Permit #830404, issued 5-18-83, and
revised 9-19-83.
Based on this cursory site inspection and review of these
documents, there appears to be no conflict between the on-site
septic system and the above documents.
It should be noted that no inspection was made of the below
ground conditions, including the septic tank and the drainfield
trench, and no conclusion or certification extends to the
condition, size or integrity of these components of the septic
system. No conclusion extends to any component of the system not
specifically reported above.
I trust that this inspection will be sufficient to your needs.
Should you have any questions, do not hesitate to contact us.
Very truly yours,
ALASKA DEVELOPMENT
Stephen D. Shrader,
Project Manager
CONSULTANTS, INC.
ALASKA DEVELOPMENT ONSULTAN , ]NC i
COLONIAL MORTGAGE SERVICE COMPANY ASSOCIATES, INC.
701 E. TUDOR ROAD, SUITE 107, ANCHORAGE, ALASKA 99503
TELEPHONE: (907) 562-2181
MEMORANDUM
~,!OIL~]IO~Id q¥1N]F~NO~IAN~
TO: Matt Matthews RE: 7/H Timberlux ~2
FROM: vicki Case DATE: Jan. 2, 1985
Hi Matt,
Thanks for providing a copy of the Health Authority approval
certificate for the new ~guse; however we must have one that
is curr~nt withi~_~e p_ asr 6~months, so the approval will
need to be UPdated prior to closing. Please call if you have
any questions regarding this.
MUNICIPkLITY OF ANCHORAGE
DIVISION OF EINqflRONMENTAL HEALTH
DEP.~RTMENT OF H~LTH kND ENVIRON~ENTAL PROTECTION
APPLICATICN FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information
Application Date 6/20/84
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 7, Dl0~k H. Timberlux Number ?. Sectinn 34: Y 17 N: R ~ W. q ~
Location (add,ess or directions) 15001 N. Longb~bi Drive
(b) Applicants Narcs Matt M8t%h~W$
Applicants Address 2609 Barr0w~ Anch0ra9e~ Alaska
(c) Applicant is (check one) Lending Institution
Buyer F--q. ; Other F--!. (explain);
(d) Lending Institution __
Te!ephon~ 263-2416.
99503
F--~; Owner/builder ~ ;
Telephone
Address
(e) Real Estate Co. & Agent
Address
Telephone
Type. of Residence
Single-Family ~ Multi-Family ~---7. Othe~ (describe)
Numbe~ of Bedrccms
3. Wate~ Supply
Individual ~1i ~ Con~r~,,nity ~-~ Public ~--~
Note~ If cu~,~nity v~ll system, must have written confirmation from the State
~ Depa~tn~nt.o~ F~nvironm~ntal Conservation attesting to the legality and status.
~ Is the-~ll'~uate for the number of bedrcora~ specified in this ~q3~A (Y~) Yes
4; Sewa~
Is tbs q,~stewater disposal system adequate for the r~unber of bedrocks
(Y/N) Yes
[Page ! of 2]
2-15-84
5. ' En.gir~ering, Fi~m Providin.g Ins~ctions, Tests, ~ta ~d Infection
I ~tify ~ I have ~cked, verified, ~ ~nfo~d to all ~A ~ ~i~li~s in
effe~ on t~ ~te of ~is ins~cticn.
~~ ~~ Date ~~
si~d/ ~
N~ of Fi~ A. W. Murfitt Company Telepho~ 349-75~1
Add~ess 8010 King Street, Anchorage, Alaska
signed by Jeffrey M. Ayres
Date
( ENGINEER SEAL)
~ne Municipality of Anchorage Depa~tment'cf Health and Envi~o~ntal ~otection dc~s
not ~ua~ant~ ~ continued satisfactory ~fo~T~ance of t~ wate~ supply and/or the
wastewats~ dis~osal system. ~is approval indicates that, as of t_h9 validation date
sho~n at~,~, based on t~ data and information fu~,nished ky an enginser regis~d in
tbs State of Alaska, the ~te~ supply and wastewate~ disposal- system is safe and func-
tional for t~he nu~ of k~drc~ and t~l~e of structure indicated.
( F~EP SF~)
7. Mail t,~. HAA to the following adc~ess:
H0]d for p~ck-up (please ca]]) 276-7496
KB2/d5/s
[PaGe 2 of 2]
2-15-84
~latt Mathews ~ ~-
~Lot 7~, Block H, Timberlux Number~.j Section 34, T 12 N, R 3 W, S.~.J
ae
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Be
S~ingl. e Family
Well Classification Nesloence
Well Log P~esent (Y/N)Yes
Total Depth 82 feet Cased to
Static Water Level 48 feet
Casing Height Above Ground 1.7 feet
Electrical Wi~ing in Conduit (Y/N) Yes
Separation Distances f~om Well:
To Septic/Holding Tank on Lot 103 feet
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line ~/A
If A, B, c~ C, D.E.C. ApproVed(y/N) ,N/Al,
Date Completed 7-25-78 ~ ~ yield~'~~ GPM
82 feet Depth of Grouting.
Pump ~t At 80 feet
Sanit~y ~al on Casing (y~)Yes
~essi~ ~ound ~l~ead (Y~) N0
; On Adjoining Lots 100 feet
107 feet ; On Adjoining Lots 100 feet
To Nearest Public S~we~
cleancut/Manhole N/A To Nearest Sewer Service Line ,on ],LOt
Water Sample Collected By J. Avre$ ; Date 6/20/8~
Water,.,, Sample. ,. Test~ ._.Results Satisfact0r~.~ A-~ ~~
SEPTIC/HOLDING TANK DATA
Date Installed 1984 Size 12~0 qal]0ns No. of Ccmpa~tments 2
Standpipes (Y/N)~Yes Air-tight Caps (Y/N) Yes Foundation Cleanout (Y/N) Yes
Depression over~ Tank (Y/N) N0 Date Last ~umped N/A
Pumping/Maintena~nce Contract on File (Y/N) ~,'/A '~; for N/A
Holding Tank High-Water Alarm (Y/N) N/A Temporary Holding Tank Permit (Y/N) N/A
Separation DistanCes f~on Septic/Holding Tank:
To Water-Supply Well 103 feet T6 B~ilding Foundation 5 ,feet
To ~ y Line 35 feet To Disposal Field 10 feet
!
To ~t'er Mai~/Service Line N/,~.~ To Stream, Pond, Lake~ c~ Major D~ainage
Course N/A
Corm~nts
[Page 1 of 2']
2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption St~.ata
Date Installed 1984
Width of Field 60 inches
85
Square Feet of Absorpticn A~ea 305
Depression over Field (Y/N) No
Results of Last Adequacy Test ~/^
Separation Distance from ~bsorption Field:
To Water-Supply ~11 107 feet To P~o,perty Line 25 feet
Typs of System Design lre~ch
Length of Field_ 61 feet _
L~pth of Field Ap_proximately 3.5 feet
Gravel B~d Thickness 18 inches
Standp. ipes P~esent (Y/N) Yes
Date of Last Ade_~uacy Test_ ~I/A
To Building Foundation 8 feet To Existing or Abandoned System c~ Lot ; On Adjoining Lots 100 feet plus
To Water Main/Service Line N/A To Cutbank(if present)
To St~eam/Pond/Lake/o~ Major Drainage Course--N/A.
To Driveway, Parking Area, or Vehicle Storage A~ea See comments
Co~0ents Driveway apoears to be over the tZC.~]0~c.h, (Engineered by Leo Thompson. P.E. ~)~
D. LIFT STATION
Date Installed N/A
Size in Gallons N/A
"Pump On" Level at N/A
High %~ter Alarm Level at
Tested for N/A
Electrical Codes(Y/N) N/A
N/A
Di~nsions N/A
Manhole/Access (Y/N)
"Pump Off" Level at N/A
Vent (Y/N) N/A
Pumping Cycles du~ing Adequacy Test.
Meets M, OA
Co~r~ents
** Check Permitted Bedroom Rating ~gainst HAA Request
certify that I have checked, verified, o~ conformed to all ,MOA
on the date of this ins~cectic~.
~c~oa y~A. W. Murfitt Company MOA No. ST84-015
KB1/d5/s ,
nes [n eff.,cta'
[Page 2 of 2]
2-15-84
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CALF':
I
l
TYPICAL DRAINFIELD DESIGN CROSS SECTION
backfill
irrier
~material
~creened rock per permit
2" over pipe
min.J extended to edges of trench
4
ft.
dP ~sr[r~l~auti~°dnpip~~ bedrock 6 Ift'"~~water table
Install Drainfield per Permit Specifications
Municipality of Anchorage
Department of Health and Environmental Protection
825 L Street, Anchorage, Alaska 99501
264-4720
[:)RAINFIELD REQUIREMENTS
Install Drainfield Per Permit Specifications
TWO INSPECTIONS REQUIRED:
Firsl: Absorption trench excavated
Second: Septic system ready for backfill
SEPTIC TANK:
Must be insulated with 2" high density burial type
polystyrene or equivalent
Two Comparlmenl, Municipal Approved, Set level
5' Minimum undisturbed earth between tank and trench, and tank
and foundation
3g' Minimum between dralnfleld and draintleld on adjoining lois
Tank and solid pipe laid on well-compacted earlh
Cleanou~ required prior to gO° bends before tank inlet
Creanout required 1' lo 4' from foundagon wall
Inlet and outlet w[~h water-fight mechanical couplings
Two cleanouls on tank wgh air-fight caps
All cleanouts must come to at least ground revel
ASTM D3034 may be used in place of cast iron
DRAINFIELD AND PIPE:
Excavation to lot line minimum 10'
Trench Installed across slope
Smeared sidewalls raked
Perforated pipe set level, holes down
Soltom of Irench level
2" gravel over perforated pipe
Grave[ extends to edges of drainfleld
Minimum 6' between drainfield edges
So[id pipe under driveway, insulated (see insulalion)
100' from tank or dralnfield to river, lake or stream
Barrier material belween gravel and backlill
Cast Iron Standpipes
~NSULATION: ~ ...... ---I~-'~nes (s)~
2" high density budal type polystyrene or equal over lines
and drainfield when earth I~ackllll Is less than 3~ over any I
~lnstall~ed under a driveway and/or parking area; over all septic tanks
DISTANCE REQUIREMENTS OF WELLS FROM TANK AND TRENCH:
Individual, single family - lg0'
Class C - Under 25 sew[ce - 150'
Class A, D - Under 25 service - 200'
Further design and installation information Is available upon request,
solid pipe:
sepgc tank:
Two Compartment, Municipal Approved,
set level, must be insulated
solid pipe
must be level
minimum 6' between dralnfleld edges
pedoraled pipe set level,
down
stand pipe with lop cap
solid pipe above bed and
perforated in bed
72-o2213/83)
PO... p H 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
February 17, 1983
TO: Plumbing Distributors and Suppliers - 1983
Subject: Insulation Requirements for On-site Sewer Systems
This will confirm our recent telephone conversation regarding
the recent revision to our proceedure of on-site wastewater
disposal facilities. In the 1983 revised proceedure, it is
now the policy of the Department of Health and Environmental
Protection to require that all septic tanks be insulated with
a top cover or sheet of insulation prior to the placement of
the final fill. It will also be required that all connecting
lines and disposal trenches/drainfields/beds with less than
three(3) feet of top cover be similarly insulated.
The insulating material must be:
Two(2) inches thick high density burial type styrofoam,
or rigid polystyrene, or equivilant. All insulation
must have a water absorption of not greater than 1% by
volume,, and with a compressive strength of not less than
35 PSI.
This information is being availed so that you may decide whether
or not to have the insulation in stock during this coming
construction season.
If there are any further questions, please call this office
at 264-4720.
S inc erely,
Robert W. Robison
Hillside Project Manager
RWR/ljw
