HomeMy WebLinkAboutTALUS WEST #1 BLK 5 LT 2Talus
Block 5
Loi- 2
#015-202-22
Municipality of Anchorage Page 1 of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage. Alaska 99519-6650 Telephone: .343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW000245 PID Number:. 015--202--22
~me~JEFF TAPPE WastewaterSystem: I'1 New · Upgrade
11605 WILDERNESS DR. ANCHORAGE AK 99511~ [~v[sT/ffr.~ ABSORPTION FIELD
P~°n"i907) 7.8~e...6~J6~- ~',~'-.~::),C~ 3 r'lDeep Trench .ShoIIow Trench nBed [:]Mound mother
2 5 TALUS WEST 3.4-4.9/5.5-5.0 ~ 4.15/4.11
WELL: D New D 5/5 ~ 2 15'+
~ DENAU 8/51/2ooo
~ ~ TANK
SEPA~TION DISTANCES .~..c n Ho~;ng
rmm Tank ~eld Station Tank ~ ~ ANCHO~GE TANK 1000
Wetl 100'+ 100'+ -- -- 25'+ STEEL 2
~t
Dmln NONE KNOWN
t
Remarks: ~I~NO SE~C T~K COUP~IELY ~DONED. BENCH MARK
* 1 FOOT LOT UN[ W~R G~D W~ PERUff. G~OE BACK DOOR THRESHOLD.
100.00
Insp~ons ~do~ed by: AWWC, INC. Dates: 1st 8/5~/2ooo ~.~ ........ .~ .~ .......
Depadment of Health and Human Se~ices approval ~ .. , ...
SW000245 ' O15-202-22
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~SI~ ~TERcoNSULTANTS, iNC.& ~STE~TER
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PR~ FOR: PHONE NUMBER: P~E NUMBS:
JEFF TAPPE (907) 786-6966 2
T~LUS ~ST SUaD~WS~O.: ~OT ~. ~LOCX S ~&.~"...~ .... ."
AS-BUILT OF SEPTIC SYSTEM UPGRADE
~ ~; AS BUILT DRAWING
SW000245 - 015-202 -22
fOP Of f, q4( --~ i=
~ST ~CH EAST
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9/27/2000
K.D.W. , ·
~SI~ WATER ~ ~STE~TER ~
JEFF TAPPE (907) 786-6966 3 OF 3~' · ......... : ....
TALUS WEST SUBDIVISION; LOT 2, BLOCK 5 '"'
~E OF WORK:
AS-BUILT PROFILE OF S[PTIC SYSTEM UPGRADE
Municipali of Anchorage _---
Geo cP. Wuerch, I~ r ~r~ o~
~ ~ Public Works
Building Safety D~v~saon
ILO. Box 19Co650 · ~700 S. Bragaw Street
Anchorage, Alas!m 99519-6650 · (907) ~3-8301
6/8/2001
JeffTappe
11805 Wilderness Dr.
Anchorage AK 99516-2235
Subject:
On-Site Water and/or Wastewater Permit.
Permit Number: SW000245
Parcel ID: #015-202-22
Dear Jeff:
An On-Site Water/W'astewater Permit, number SW000245, issued by this office for a single-family
system, will expire on July 18, 2001. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to
this office for review, approval and documentation. This as-built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As-built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit may be issued free of
clmrge for a second year if the application for the renewal is received on or before the date of expiration
of the original permit.
When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Manager
On-Site Water and Wastewater Program
enc: Copy of permit
MUNICIPALITY OF ANCHORAGE
Department 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 WASTE'WATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jul 18, 2000
Expiration Date: Jul 18, 2001
Permit Number: SW000245
Legal Description: TALUS WEST #1 BLK 5 LT 2
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: JeffTappe
Owner Address: 11805 Wilderness Dr.
Anchorage, AK 99516-2235
Parcel ID: 015-202-22
Site Address: 011605 WILDERNESS DR
Lot Size: 17000 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail construction must be in accordance with:
1. The attached approved design.
2. AIl requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of AJaska
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 Permit only ).
4. From October 15 to April 15, a subsurface soll 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.
Received By:~ Date:
Issued By: Date: 7-'
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
July 5, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Upgrade Design for Talus West Subdivision; Lot 2, Block 5.
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The existing septic
system is in a state of failure and needs to be upgraded. One test hole was excavated north of the
existing septic system. The proposed septic system will be designed within the 30 foot radius of
this test hole. We are proposing that a 1000 gallon septic tank and dual five foot wide drainfields
be installed. Comments regarding the proposed design are summarized as follows:
1. SOILS: Attached is a txvo page log which shows the soil classifications, groundwater
monitoring, and the percolation test results. The soils below the organic layer are a SM/ML
material to a depth of 8 feet and then transitions to a GW material to a depth of 9 feet. At 9 feet,
the soils transitions to a ML material to a depth of 15 feet (bottom of test hole). The GW
material was found to be inconsistent with the excavation of the perk bench. The lower perk.
bench was at 8 feet and was in the ML material. No groundwater was encountered during the
excavation ofthe test hole. Two percolation tests were performed in this test hole. The lower test
was run between the depths of 8.0 feet to 8.5 feet which had a percolation rote of 60 minute/inch.
The upper test was run between the depths of 4.0 feet to 4.5 feet which had a percolation rote of
<! minute/inch. It is our opinion that due to the overall appearance of the soils, an application
rate of 0.6 gallons/day/fl2 should be used.
2. TRENCII DESIGN:
a. Percolation Rate: <1 & 60 minutes/inch
b. Allowable Application Rate: 0.6 gallonsMay/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Mimmum Absorption Area: 750 ft
f. Total Depth: 9 feet (max.)
g. Effective Depth: 4 feet
6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 ~ akwwc.com
h. Width: 5 feet
i. Reduction Factor: 0.5
!. Minimum Length: 75 feet long (2~ 34.5 feet long each)
.1 Effective absorption area-- 750 ft2
3. SURFACE WATERS: There are no surface ~vaters within I00 feet of the proposed
upgrade.
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography of this property is a 2 to 5 percent running from approximately southeast to
northwest; in short, there are no slope concerns.
5. LOT LINE WAIVER: We would like to request that your department issue a property line
waiver on the subject property for separation between the drainfield and the north property line at
one (I) foot. There are no xvells, septics, or water lines that have been encroached upon. We do
not anticipate any adverse effects by this waiver.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Presid~nf ~]
NOTE: Attached is a site plan drmving, a design drmving, a topography site plan, a 2 page soil
log, and a 7 page construction specification letter which are all part of the design package for
this septic system.
6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 - Fax: (907)338-3246 - akwwc.com
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PR~ED FOR PHONE NUMBm:
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JEFF TAPPE (907) 786-6966 1 OF 2
T,~us W~ST SUmWS~O,; LOT ~. e~OC~ S ~,J.,,.,. '.:.~..:....'_'~'~.. ~
SITE P~N FOR SEPTIC SYSTEM UPGRADE
JEFF TAPPE (907) 786-6966 2 or 2
TALUS WEST SUBDIVISION; LOT 2. BLOCK 5
~[ OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
6901 DEBARR ROAD, SUITE 2B * ANCHOF~E. AK. 99504
L [, me :re~ A. Oamee~
DATE PERFORUED: 6/21/2000
m m
TEST HOLE
f OR~ICS
(P~C[ ~ O~ 2)
I IAT ~///
~ FSlTE PL~I//
~ GW :===: ORG I
GM CL
GC OL
SM 'OH
SC
DEPTH TO DATE //~//'
GROUNDWATER
SEEP e/21/00
'° 1111111I
11 DATE RE.lNG CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINGES) READING (INCHES)
12 gL 6/25/00 PERC. HOLE W~ PRESO~ED 4+ HOURS PRIOR TO TE~NG
13 I 8:46
2 8:48 2 O' 8'
14 5 8:49 ~ 8'
4 ' 8:55 6 O' 8'
15 5 8:56 ~ 10'
16 6 g:04 8 O' 10'
17
18
19 PERCO~TION ~TE <1 ,(HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST R~ BETWEEN 4.0 FT. ~D 4.5 FT.
COHHENTS: PERCO~ON DATA ON ~IS PACE FOR UPPER BENCH PERC. HO~ ONLY.
· OW ~R IS NOT CONSI~. ~ ~R W~ AT 7 ~ IN PERK. BENCH.
PERFORMED BY A~ WATER · W~ATER. I, JEFFR~ A. GARNESS, CERTI~ ~AT THIS
W~ PERFUMeD IN ACCORDANCE WffH ~ ~ATE ~D MUNIClP~ GUIDEUNES IN EF~CT ON
DATE: ~ I
DEPTH TO DATE
GROUNDWATER
SEEP e 5.6' 6/21/00
DRY 6/25/00
DRY 6/28/00
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
6001 DEBARR ROAD. SUITE 28 * ANCHORAGE. AK. 99504
..o.~ (~o~) ~-~ · ~ (,o~) ~.-~=~ ~' ..' '
JSOIL LOG - PERCO~TION TESTJ
LEG~ DESCRIPTION: T~US WE~ SUBDMSION; LOT 2, BLOCK 5 J~J- ' ~J~,, ~ .....
PERFORUED FOR: JE~ T~PE ~.,
DATE PERFORUED: 6/21/2000
1-- (PAGE 2 OF 2)
2-- SOIL C~SSlRCA~ONS
~ I GW ~
~GM ~ CL
4-- ~ GC OL
, ,, SW = HH
5-- ' · SP CH
s. SEE PAGE
_. Isc 1 OF 2
7-- ~ DEPTH TO
~ gROUNDWATER DATE
10--
11-- ~ D~TE RE. lNG CLOCK NET TIME W~TER LEVEL NET DROP
~ TIME (MIN~ES) RE'lNG (INCHES)
12-- ~ 6/50/00 ~ PERC. HO~ W~ PRESO~ED 4+ HOURS PRIOR TO ~NG
13-- ~ 1 4:35 ~ 6'
~ ~ 2 5:05 30 5 I/2' 1/2'
14--
~ 3 5:06 ~ 6'
~ 4 5:36 30 5 7/16" 9/16"
15--
~ 5 5:37 ~ 6'
16-- ~ 6 6:07 30 5 1/2' I/2'
17--
18--
19-- PEECO~TION ~TE 60 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20--~ TEST R~ BETWEEN *~.0 FT. ~D 8.5
COHHENTS: PERCO~ON ~TA ON ~IS PAGE FOR LOWER BENCH PERC. HOLE ONLY.
· PERK. ~ W~ PERFORMED IN ML ~R~
PERFORMED BY A~ WATER · W~A~R. I. JEFFR~ A. GARNESS. CERTI~ ~T ~IS
W~ PERFO~ IN ACCORDANCE W~ A~ ~ATE ~D MUNICIPAL CUlDEMNES IN E~LCT ON
DATE~ ~1~ lO0
A ~VWC, Inc., Year 2000
ALASI(A WATER & WASTEWATER
CONSULTANTS, INC. ~
Onsite Jg'astewater Disposal System Standard Construction Specifications
1. REFERENCEPROPERTY:
Talus West Subdivision; Lot 2, Block 5. This design is for a three (3) bedroom residence
II. DEFINITIONS:
I. Property owner or homeowner: The legal property owner or his/her representative.
2. Engineer: Alaska Water& Wastewater Consultants, Inc. (AWWC, Inc.)
3. Contractor: The company hired by the property owner to install the septic system. Ifthe property
owner installs the system then he/she would also be the contractor for purposes of this installation.
4. DIIHS: Municipality of Anchorage, Department of Health & Human Services
5. M.O.A.: Municipality of Anchorage, Department oftlealth & tluman Services
I!1. RESPONSIBILITIES:
· PropcrtyOwner Responsibilities:
!. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the conlractor to
perform thc work outlined in these specifications and plans, in accordance with the attached DtlIIS permit.
There is no contractual relationship between the contractor and the engineer. The engineer shall inspect the
work, as required by DHtlS, so as to document the installation. Final acceptance of the contractor's work
rests with the owner and the DI-ItIS.
2. SINGLE FAMILY RESIDENCE ONLY: This well and/or septic system design is for a single
family residence only. The homeowner is responsible for notifying the engineer if the residence is used as a
business or multi-family dwelling. In such cases, the installation permit must be obtained from the State of
Alaska, Department of Environmental Conservation.
3. DISCLAIMER REGARDING AS-BUILT SURVEY: The validity of the design site plan is
limited by the accuracy of the as-built survey provided to the engineer by the property owner or his/her
representative. The property owner shall notify the engineer regarding any known inaccumcles associated
with the as-built survey. The engineer assumes no responsibility for the accuracy of the survey.
4. UNPLATTED EASEMENTS: The propen'y owner is responsible for notifying the engineer
and the contractor of any unplatted easements, not shown on the as-built survey, which the new well or
septic system may encroach into. Such easements are typically identified in the property title report.
5. DISCLOSURE OF SITE CONDITIONS: The property owner shall notify the engineer and the
contractor of any seasonal groundwater or surface water runoff conditions known to him/her which could
potentially effect the operation of thc septic system. The proposed septic system must be at least 100 feet
from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DHIIS. This
Page I of 7
A WWC, Inc., Year 2000
disclosure is of particular significance when the site evaluation and design work is being done during the
winter months when surface waters are frozen and there is snow cover.
The property owner shall notify the engineer and the contractor of any known subsurface conditions that
would prohibit or restrict the installation of the septic system. Items ofconcem would include, but are not
limited to buried piles of construction debris, undocumented septic systems, areas which consist primarily
of fill (imported) soil, subsurface drainage systems, & abandoned wells.
6. DRINKING WATER WELLS: The property owner is responsible for notifying the engineer if,
to his/her knowledge, any of the adjacent properties are used as a duplex, business, or muhifamily dwelling.
The new septic tank and leachfield must be at least 100 feet from any private well, 150 feet from any class
"C" well, and 200 feet from any community well, unless appropriate waivers are obtained. Furthermore, the
property owner shall notify the engineer of any undocumented wells, un'known to the engineer, but known
the property owner, that are on his/her lot or adjacent lots.
7. CURTAIN DRAINS: The new dralnfield must be at least 20 feet down gradient and 50 feet
upgradient from any subsurface drains. This includes foundation drains. The property owner should notify
the engineer of any such drains that are not shown on the design drawings for this installation.
8. POST CONSTRUCTION SITE RESTORATION: Unless specifically agreed upon otherwise,
the property owner is responsible for final grading of the areas which seule after construction. Prior to
awarding the contract, the homeowner should communicate to the contractor any expectations regarding,
but not limited to post construction site clean-up, re-landscaping, and restoration of any asphalt, fences,
trees, decks, ect. that are effected by the construction. Ail mound type drainfields are required by the MOA
to be re-vegetated. The properly owner is responsible for this work unless other arrangements are made
with the contractor.
If the property is being sold, the properly owner shall ensure that the aforementioned items are addressed~
with the buyer, and, if the work is to be completed after the sale of the property, that necessary funds areI
escrowed to fund the comp et on ofthe work.
I
9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner intends
to install the septic system he/she must first have obtained approval from the Municipality of Anchorage,
DIIIIS (343.4744). Homeowner installations typically require more time for engineer inspections. The
homeowner should discuss the additional costs associated with such inspections with the engineer prior to
starting the project.
10. ENGINEER CHARGES TO INSPECT TIlE INSTALLATION: The property owner is
responsible for payment of all the engineer inspection charges. These charges are in addition to the soils
testing and design work that was required to obtain the MOA sewer/well permit. The number of
inspections will vary depending on the actual field conditions encountered and the construction methods
used. If there are any questions by the property owner, or his/her representative, regarding charges for
installation inspections they should be discussed prior to beginning consU'uction. AWWC, Inc. will provide
you with a written copy of the fee schedule.
11. CllANGES IN TIlE SCOPE OF WORK: See Section V, "Disclaimers" regarding design
changes. See "Contractor Responsibilities", paragraph one (I) regarding changes in site conditions.
Contractor Responsibilities:
1. PRE-CONSTRUCTION LAYOUT: The contractor is responsible for locating all buried
utilities, easements, property lines, surface water setbacks, well radii, and water service lines which may be
encroached upon by the proposed septic system. The contractor shall ensure that all setbacks are flagged by
a registered land surveyor, or other appropriate means, prior to construction. AWWC, Inc. field
engineers/inspectors will not be responsible for the establishment for of any of the aforementioned setbacks.
The contractor should recognize that the location of all wells, surface waters, structures, and other items~
shown on the des gn draw ngs are typ cai y der red from as-bu t surveys, and mun c pal records. TheI
Page 2 of 7
A [VWC, Inc., Year 2000
as-built surveys and municipal records (prepared by professional engineers 8: land surveyors) have beer
assumed to be accurate for purposes of this design; however, the accuracy has not necessarily been fiel~
verified. Prior to beginning any construction the contractor shall field locate all items which have
protective setbacks and verify that there are no encroachment concerns. Any encroachments, for whicl'
waiver have not been granted, should immediately be brought to the attention of the property owner (o~
their representative) and the engineer.
The test hole pipes shall not be removed/abandoned until after the engineer has established their location
relative the new drainfield during the first inspection of the drainfield installation or during the
pre. construction layout. The new dralnfield/s must be within a 30 foot radius of the test hole/s used for
establishing the design criteria.
The contractor should establish the elevation of all existing and proposed system components prior toi
starting construction so as to insure that the necessary grades can be maintained. This is particularly[
significant when the elevation of the existing system components is unknown because clean-outs are not]~
present, buried, or non-functional (can't measure down them because of obstructions). It is recognized that[
conditions can be discovered that w I mater a y change the design and the construction costs. I
2. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS:
Construction shall be in accordance with the approved site plan and design drawings, and any special
provisions noted on the municipal sewer permit. The contractor is responsible for notifying the engineer of
any discrepancies noted on the design plans or drawings, prior to starting work.
3. CHECK GROUNDWATER LEVELS IN TEST HOLE MONITORING TUBES: Prior to
beginning construction, the contractor shall check the liquid level in the test hole monitoring tubes to ensure
that there has been no change in the groundwater levels that would impact the proposed design. Any rise in
the liquid level should be brought to the attention of the engineer so that design changes can be made if
necessary.
4. MAXIMUM DEPTtl OF DRAINFIELDS: The maximum depth of the drainfield is shown on
the design drawings or is noted in the narrative portion of the design package. The contractor shall notify
the engineer of any inconsistencies noted in the design package.
?or purposes of this installation, the maximum depth of the drainfield will be based upon taking a
neasurement at the deepest part of the excavation between the highest ground elevation encountered
iusually on the uphill side of the excavation) and the bottom of the trench or bed excavation. The
:ontractor shall exercise caution not to remove evidence of the original grade prior to establishment of the
:oral system depth. In short, don't remove the organic layer until after the original grade elevations are
.'stablished by the inspecting engineer.
S. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. Thc contractor shall ensure
that all materials being used are in compliance with tho most current guidelines established by the
Municipality of Anchorage. This includes, but is not limitedto, the following:
a. Drainrock
b. Sand filter material for conventional beds, trenches, or mound systems.
c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF).
d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters.
It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel
supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring
that the materials delivered meet the MOA requirements.
6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lilt station, or
holding tank purchased has a burial depth rating suitable for the actual installation.
Page 3 of 7
A WWC, Inc., Year 2000
7. SEPTIC TANK AND STEP TANK SIZES: Prior to purchasing a septic tank or lift station the
contractor shall verify that it is adequately sized for the number of bedrooms shown on the permit issued by
MOA. The minimum septic tank size is 1000 gallons and the minimum STEP tank size is 1250 gallons.
These size tanks will handle residences with up to 3 bedrooms. For each additional bedroom over three (3)
the septic tank or the STEP tank volume shall be increased by a minimum of 250 gallons. For example, a
four (4) bedroom residence must have a 1250 gallon septic tank or a 1500 gallon STEP tank.
8. INSPECTIONS - ENGINEER NOTIFICATION: The contractor shall notify the engineer at
least 24 hours prior to starting construction. If deemed necessary, a preconstructlon site visit shall take
place. The contractor shall coordinate with the engineer any inspections which will be required during
weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner
may incur additional charges for inspections which do not occur during normal business hours. It is
the contractor's responsibility to notify the engineer a least 2 hours prior to any inspection.
9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the
contractor any observed condition which would put the septic system in violation of State or Municipal
regulations.
10. BACKFILL OLD TEST HOLES: Any remaining test hole excavations shall be filled and
mounded as pan of this project. Unless instructed otherwise by the engineer, the old test hole groundwater
monitoring pipes shall be removed.
I I. FINAL GRADING FOR DRAINAGE: The contractor is responsible for final grading so as to
ensure that surface runoff does not adversely effect the septic system constructed, adjacent septic systems,
12. SOIL COVER REQUIREMENTS: The contractor shall ensure that the final cover over the
tank and drainfield is either compacted adequately when backfilling, or mounded sufficiently to ensure that
there is adequate soil cover over the tank and drainfield after settlement occurs. If seasonal conditions
prevent this, the property owner (or his representative) shall be notified that additional fill may be required
after settlement occurs. This notification is of extra significance when the property is changing ownership.
13. CtlANGES IN CONSTRUCTION COSTS: The contractor is responsible for obtaining
approval from the property owner for any additional construction costs associated with design modifications
or changing field conditions prior to doing the work.
14. WORKING IN RIGHT-OF-WAYS AND TRESPASSING PRIVATE PROPERTY: The
contractor is responsible for coordinating (including payment of encroachment permit fees) all access
through public and private propenles with the appropriate authorities and/or property owners. Furthermore,
the contractor shall inform all parties of any potential impacts to adjacent properties prior to beginning any
construction.
I$. MAINTENANCE & OPERATIONS MANUALS: The contractor shall provide the
homeowner with the manufacturer's installation/maintenance manuals for all system components installed
under this contract. If not given directly to the property owner the manuals should be placed enclosed in a
protective cover (plastic bag) and placed in a readily visible location.
16. INNOVATIVE SEPTIC SYSTEMS. START-UP INSPECTIONS: The contractor shall
notify Anchorage Tank & Welding Company (272-3543) after the installation of an Intermittent Sand Filter
kit or AdvantexTM system (supplied by Anchorage Tank) is installed so that the appropriate start-up
inspection can be scheduled. This notification also activates the quarterly maintenance schedule. Such
notification is typically not required for BioCycle installations since BioCycle of Alaska is typically
involved with the installation. The contractor shall contact BioCycle of Alaska (283-4794) regarding any
start-up notification requirements.
Engineer Responsibilities:
1. SYSTEM DOCUMENTATION: The engineer is responsible for inspecting the installation of
the septic system and preparing as-built documentation, to the satisfaction of the M.O.A.. Inspections are
performed as necessary to document the construction of the system to the satisfaction ofthe M.O.A. In all
cases, inspections shall be performed as necessary to establish the fo[lowing:
* The original grades at the dralnfield/s site
Page 4 of 7
A WWC, lne., ]'ear 2000
* The bottom of all trench/bed excavation
* Top of sand on all sand filters
* Top ofdrainpipe
* Septic tank, or lift stationl er holding tank prior to backfill
* Placement offilter fabric and insulation
* After final grading is completed
2. LIMITED AUTIIORITY: The inspecting engineer has no direct authority over the contractors
activities or construction/safety practices. Should the engineer identify conditions which dictate a design
change, he or she may recommend that work be stopped, and/or the design be modified. If design
modifications are necessary, the engineer shall notify the property owner or his/her representative. The
inspecting engineer does not have the authority to direct the contractor to modify the system design in such
a way that it would be in violation of State or MOA regulations.
3. SEPTIC TANK INTEGRITY: The engineer shall inspect the condition of the existing septic
tank and determining its suitability for re-use. If the engineer determines the septic tank to be structurally
unsound, it must be replaced.
4. COORDINATION OF DESIGN CHANGES WITH TIlE MOA: If design changes are
necessary, the engineer will coordinate the approval of the changes with the MOA. The contractor does not
have the authority to proceed with any design modifications until verbal or written approval is obtained
from the MOA.
5. COORDINATION OF WAIVERS: If, during construction, it is determined that a waiver will
be required in order to install the system as designed, the engineer will apply for the necessary walver/s to
the appropriate State or MOA regulatory bodies. The engineering services and State/MOA fees for such
waivers will be charged directly to the properly owner as part of the inspection costs.
SECTION IV. CONSTRUCTION GUIDELINES:
Construction shall be in accordance with the approved site plan and design drawings and any special
provisions noted on the municipal well and/or sewer permit. All materials, components, workmanship, and
construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells
and septic systems, as well as DHHS policies. The failure of the inspecting engineer to notice a material or
construction non-compliance does not relieve the contractor of hi~/her respon~ibili _fy to correct such a
defieiency.
· Septic Tank, llolding Tank, or Lift Station Installation:
!. The burial rating of the tank shall be adequate for the actual burial depth encountered.
2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank.
3. All standpipes on the tank shall extend a minimum of 12 inches above final grade.
4. Tanks installed with less than 4 feet of cover shall be insulated. See "Contractor Responsibilities",
paragraph 12 regarding final soll cover.
5. The sewer service line from the house to the tank shall be sloped a minimum of I/4"
per foot, unless prior approval is obtained from the engineer.
6. The inlet and outlet lines from the tank shall be bedded in drainrock or the soil shall be adequately
compacted to prevent future settlement of the soil.
7. A foundation clean-out will be installed ( 14 feet from the house) if one does not currently exist.
8. Post tank clean-outs shall be installed per MOA requirements. Does not apply to holding tanks or lift
stations with pressurized lines.
9. In high groundwater areas, all tanks shall be anchored to resist buoyancy forces when there is not
adequate soil cover to resist the uplift force. The engineer shall make this determination.
I0. The final soil cover shall be graded so that there is positive drainage away from tank.
I I. All holding tanks and lift stations shall have an audible and visible alarm inside the residence.
Page 5 of 7
A ~VWC, Inc., Year 2000
12. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical
Code. A municipal electrical permit and inspections must be obtained in areas where required by
the Municipality of Anchorage.
13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing
Code (UPC). The contractor is solely responsible for the abandonment procedure.
14. ISF AND REACTEX INSTALLATIONS: The control panel for the Intermittent Sand Filter and
Reactex systems shall be located outside the residence, for easy access during inspections. A
remote alarm must be installed inside the residence as per Dill-IS requirements. Mounting the
panel directly to an exterior wood wall should be avoided because the closing of the relays creates
a "clanking" noise that may be offensive to the properly owners.
15. ISF INSTALLATIONS: The air compressor shall be equipped with 0 to 10 psi gauge for the purpose
ofmonitorlng air flow lo the sand filter. The pressure gauge will be located so that it is easily
monitored by the properly owner.
· Installation of Conventional Absorption Bed & Trenches:
!. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation
shall be within 2 inches of level (2 inch maximum variation between high and Iow spots). If the sidewalls
or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter
sand or drainrock.
2. The trench or bed should be at least 5 feet from the test hole excavation.
3. All soil tests and excavation depths are advisory to the design and are to be verified in the field by the
engineer. If design changes are necessary, and the changes effect the contractor charges to the properly
owner, the contractor shall obtain approval from the property owner prior to proceeding with the work.
4. Once the drainrock is installed, the distribution pipe is to be placed level (0.02 feet difference between
high and Iow shots) with the perforations faced downward. Drainrock is then to be placed over the
distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be
pyramided over the drainpipe but shall be the same elevation over the entire trench/bed width.
5. A silt barrier must be installed between the final dralnrock layer and the native soil backfill. The silt
barrier shall cover the entire drainrock surface.
6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum of
12 inches above final grade. The porllon of the monitoring tube extending through the drainrock shall be
perforated from the bottom of the trench/bed to the invert of the distribution pipe.
?. Backfill over the final drainrock layer must not be less than 2 feet. Insulation must be installed when the
backfill depth is less than 3 feet. The insulation shall cover the entire width of the trench/bed, the
contractor shall "shoot" the final grades to ensure cover depth is adequate, prior to notifying the engineer
that the work is complete. The final cover over the drainfield must graded so that there is no potential for
water to pond over the trench/drainfield. See "Contractor Responsibilities'; paragraph 12 regarding
final soil cover.
8. If an alternator valve was installed with this design the contractor shall provide a functional valve key to~
the property owner. ~
·
SECTION V: DISCLAIMERS
UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by AWWC,
Inc., was based upon a limited evaluation of the soil, groundwater, and site conditions. The extent of
the evaluation is consistent with standard engineering practice in the field. Furthermore, this design
was evaluated and approved by the engineers or technicians on staff at the Municipality of Anchorage,
DIIItS, based upon the information provided to them. Occasionally, during construction,
unforeseeable subsurface conditions (high groundwater, poor soils, buried debris,....) are encountered
that make the proposed installation not feasible. In such cases it is typically necessary to do more soils
Page 6 of 7
A IVtVC, Inc., Year 2000
testing, groundwater monitoring, and design work. These additional engineering services will be
performed on a fee basis at an hourly rate. AWWC, Inc. will obtain verbal authorization from the
properly owner (or his/her representative) prior to proceeding with the work, and will provide a written
estimate if requested. The property owner should discuss with the contractor any changes in the
installation cost associated with the design changes.
IF THE PROPERTY BEING SOLD AND FUNDS ESCROWED FOR THE UPGRADE, it is
important to bear in mind that the ability to upgrade the septic system on this property is not 100%
certain (for the reasons stated in the previous paragraph). There is always the possibility that
conditions could be encountered that would prevent the installation of anything other than a holding
tank. Although such a situation would be rare, it is important that all parties recognize that such a
scenario is possible.
SEPTIC SYSTEM PERFORMANCE: The design of this septic system is based upon limited soils
testing, groundwater monitoring, and a visual assessment. It is possible that the actual soil conditions
are less favorable then the testing data indicated and that adverse, unfore,~eeable, changes in the
surface/subsurface water conditions could impact the performance of the system. Numerous other
factors, out of the control AWWC, Inc., may adversely affect the long term performance of the system.
Such factors include, but are not limited to, excessive number of residents in the house, plumbing leaks,
the use of septic system additives, failure to pump septic tank regularly, failure to alternate drainfields
(when this is an option), or/and excessive use of water. Given these variables, it is not possible to
warrantee the performance ora septic system.
As the preparer of this document, AWWC, Inc. is aware of the content and assumes the responsibilitiesi
outlined in it. By contracting with the property owner to perform this septic system installation, the~
contractor is acknowledging his/her responsibilities as addressed and accepts these respons b t es. I
I have read reviewed the design drawings and this seven (7) page specification package and am aware of the
responsibilities of each party, and the limitations of the system performance.
PROPERTY OWNER/s (Printed):
SIGNATURE: DATE:
SIGNATURE: DATE:
Page 7 of 7
Rick Mystrom.
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage. Alaska 99519-6650
htlp:l/www.cL ancl~orage.ak.us
July 18, 2000
Je ffi'ey Gamess
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2-B
Anchorage, AK 99504
Subject:
Waiver Request for Talus West #1, Lot 2, Block 5
Waiver Request #WR000049
Parcel ID #015-202-22
SW000245
Dear Mr. Gamess:
Your request for a waiver of the required 10 feet horizontal separation from the
on-site wastewater disposal system to property line has been approved. The approved
separation distance is 1.0 foot.
This waiver approval applies to the existing on-site wastewaterdisposal system to
property line separation only. Any future upgrade to the on-site wastewater disposal
system will require all separation distances be met or another approval from this
department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343..4744.
Sincerely,
Daniel J. Roth
Civil Engineer
On-Site Water Quality Program
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Sewlces
On-Site Services
Waiver Review Worksheet
WR#: WR000IM9 PID~: 015-202-22
Date Received: July 7r 2000
Legal Description: Talus West #1r Lot 2~ Block 5
Engineer:. Alaska Water & Westewater Conaultantsr Inc.
6901 Debarr Roadr Suite 2-Br Anchorage~ AK 99504
Applicant: Jeff Tappe
Waiver Requested: 1 foot lot-line waiver
Permitfl: ¢~'¢~ ~7~O 241~'
Criteria: 1. Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
2. Special Conditions:
3. Othec
Total:
Waiver ls Granted: .,~ Waiver is not Granted:
List Conditions or Reasons for above: $ ~'E EX/_/, I~ 4'~:z~ ~ )~ ~/~'~4'z~
Z · 77'E~' ~oF
Rec~: 06684 Amount: $115.00
By: ~)~1'/
Name of Reviewer
Date Paid: ?-?-~0
!...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
, PHONE [] NEW
Liq/~ in~allons IF HOMEMADE; Inside ]ength Width Liquid d~
~ -- ~ Material Liquid capacity in gallons
~ Well Foundation N~arest lot line PERMIT NO,
~ ~ No. of lines Length of each line Total lengt~ of lines Trench width Distance between lines
~ inches
~ Top of tile to finish grade Material beneath tile Total effective absorption area
inches
Length Width Depth
~ PERMIT NO,
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ DISTANCE TO: Well Building foundation Nearest lot line
~ CJass Depth Driller Distance to lot line PERMIT NO,
~ DISTANCE TO: BuJldlng foundation Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS r
sol L TEST RATING
INSTALLER
EMARKS
/
APPROVED DATE LEGAL
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M, SULLIVAN,
MA YOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
December 31~ 1980
Kenneth E. Smith
Post Office Box 10-271
Anchorage, Alaska 99511
Permit # 800277
Subject: Lot 2 Block 5 Talus West Subdivision #1
A permit issued by this department for well and/or sewer
system has expired as of this date.
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 should be sent
to this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them send us the as-builts for
our files.
If there are any further questions, please call this
office at 264-4720.
Sincerely, / / /~
Senior Environmental ~cialist
LNB/ljw
enc: Copy of Permit
SWP/057
' .~ 825 "~.~,). STREET,
~'- '
PERMIT NO. <~ )
TYPE OF SO~L RSSORPT~3N S~'STEM ~:
F~NCHORRGE, RK.
PERI"1 I T
LOT SIZE~'-~-L''R'° SQ..I-IRE FEET
MR)<IMLIM NUMFIER OF E:EDROOMS =
SOIL RFITING <SI.-'). FT,I;BR)=
THE REQJIRED SIZE OF THE SOIL .HBi, 0RPTION_.Y--.TEM IS:
E:,EF'TH=
L E I'-.I f-~ T H =
G F.' FI '...' E L [:.EP TH--
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRFIINFIELD.
THE DEPTH OF FI TRENCH OR PIT IS THE DISTFINCE FIETWEEN THE SURFFICE OF THE
GROUND RND THE BOTTOM OF THE EXCFIVRTION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRnVEL DEPTH IS THE MINIMUM DEPTH OF GRFIVEL FIETWEEH THE OUTFI-~LL PZF'E
RND THE FIOTTOM OF THE EXCFIVRTION~~(IN FEET)._.~._.~' -~--'"..'~ 0 - ~.4 4 ~ .~r"~ ~.6 ~
RE _~U I RED SEF'T I C TFIr-'41~-C 5 I .=~.E= / d} O 0 I]RLLE, r-4S
PERMIT RPPLICFINT HRS THE RESPONSIBILITY TO INFORM THIS DEPFIRTMENT DURING THE
INSTRLLFITION INSPECTIONS OF FIN'-r' WELLS RDJFICENT TO THIS PROPERTY 8NC, THE
NUMFIER OF RESIDENCES THRT THE WELL HILL SERVE.
TL.-IO ( 2 ) I I"-ISPECT I Off-IS ARE F-:EL-qLI I RE[-',
: BRCKFILLING OF FINY SYSTEM HITHOLIT FINRL INSPECTION FIND FIPPROVFIL BY THIS
DEPFIRTMENT WILL FIE SUFIJECT TO PROSECUTION.
MINIMUM DISTFINCE FIETWEEN FI WELL FIND FINY ON-SITE SEWFIGE DISPOSFIL SYSTEM IS
100 FEET FOR FI PRIVRTE WELL OR 150 TO 200 FEET FROM FI PUBLIC HELL DEPENDING
UPON THE TYPE OF PUFILIC NELL.
MINIMUM DISTRNCE FROM R PRIVFITE NELL TO Ft PRIVRTE SENER LINE IS 25 FEET FIND
TO FI COMMUNITY SEWER LINE IS 7'5 FEET.
WELL LOGS FIRE REQUIRED FIND MUST BE RETURNED TO THE DEPFIRTMENT NITHIM ]:0 DFP¢S
OF THE NELL COMPLETION.
OTHER REQUIREMENTS MFIY FIPPLY. SPECIFICRTIONS FIND CONSTRLICTION DIFIGRFIMS FIRE
FIVRILRBLE TO INSURE PROPER INSTFILLFITION.
PERI',1 I T E,'--( P I F,'E$ DECEI"IE:ER _---:-._-1 .. --i ,_=~. 80
I CERTIFY THRT
1: I FIM FRMILIFIR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FIND WELLS RS SET
FORTH BY THE MUNICIP8LITY OF RNCHORFIGE.
2: I WILL INSTFILL, THE S'¢STEM IN RCCORDFINCE WITH THE CODES.
3: I LINDERS;FIND THRT THE ON-.~ITE SEWER SYSTEM MR'¢ REQUIRE ENLFIRGEMENT IF THE
RESIDENCE,~... ~-~,~-~..~IS~ REMODELED TO II'~'CILUDE j~IORE THRN _-4 FIEDROOMS.
S I bNED-': _ _~/~__~~_, .........
DEPARTMENT' - HEALTH AND ENVIRONMENTAL ~.OTECTION
~ ~ ~ 825 '~,,-~' STREET, ANCHORAGE,
/- "~JELL~ Rr-JD Or4--5 Z TE SEL,~ER PERF1 Z T
LOCATION ~~~
LEGAL ~ % ~ ~
TYPE OF SOIL RBSGRBTION ~'¢STEM
LOT SIZE (~r.3/OOO SQLIRRE FEET
MAXIMUM NUMBER OF BEDROOMS =
SOIL RATING (SQ FT,.'BR)=
THE REQUIRED SIZE OF THE SOIl_ ABSGRPTION SYSTEM IS;
[)EPTH=
LENGTH=
t3RRVEL [-"E P TH=
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
REI]~-.U I R E B, SEPTIC TANK SIZE=
PERMIT APPLICANT HAS THE RESPONSIBILIT~ THIS DEPRRTHENT DJRING THE
IN~TRLLRTION INSPECTIONS OF RN~ WELLS RDJRCEMT TO THI~ PROPERT~ AND THE
'4UMBER OF RESIDENCES THAT THE WELL WILL SERVE.
TL4C~ ( 2 ) I ['~SPECT I ID[4S RRE REC'4LI I RED,
BACKFILLING OF ANY SYSTEM WITHOLIT FINAL INSPECTION AND RF'PROVRL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIYATE WELLi OR
~50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERI~I I T E×P I RES DECEMBER 2-:-'-1.. i9 80
I CERTIFY THAT
l: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FOR-IH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
~: I UNDERSTRND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IE THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ~ BEDROOMS.
SIGNED: ...........
APPLIC~NTj ,
- - --,----- .............................. V3:.2
iR ANCHORAGE AREA BOR, GH
Department of Environmental Quality
3330 C Stree~
Anchorage, Alaska ggs03
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL ~YSTEM
LO C ATi O N ,¢~/./~ ,?/.~ ..5 Z~';:/~ ~'- J .;,/i )/'~~ LEG A L DESC R i PTiO N C--~/.~-/ c:~C ~. ~--=~ /~/ ]¢[' ~J~
SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
MANUFACTURER /'71~¢!¢~' / /'(~ATERIAL ~'~.~;'e;¢J ¢~/~:t JCOMPARTMENTS ~
INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITYO ~Y~' ~LO~S
TILE DRAIN FIELD:
DISTANCE FROM WELL , ~ FOUNDATION
NUMBER OF LINES
ABSORPTION AREA
DISTANCE BETWEEN LINES
:?
DEPTH: TOP OF TILE TO FINISH GRADE
II /
TOTAL LENGTH
NEAREST LOT LINE / '~ OF LINES L" ,.A
TRENCH WIDTH Q2 IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE
,] DEPTH OF FILTER
~) MATERIAL BENEATH TILE
'IN. ABOVE TILE
IN,
WELL: ° ; //'J
//]½'~ ?..,f:~_.,
TMPE ~ '~" -'~)/. CONSTRUCTION DEPTH
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION__ LOT LINE SEWER LINE__ TANK SMSTEM
CESSPOOl OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCE FROM:
DISTANCES: DIAGRAM OF SYSTEM
INSTALLED BY: (~a~ -~
SEWER LINE DEPTH:
LOT SLOPE:
REMARKS:
Form LQ-032
~GRl~[~,_~,:r ANCHORAGE AREA BOI~,,~,JGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-456 !
PERMIT NO.
SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT
INSTALLATION LO ' '
COMPLETION DATE ANTICIPATED
NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL~E E SUBJECT TO PROSECUTION.
-~, -' ~x 7 ~ S ~x v,/:<,,:~' '~n. -x~ x~W .~ ~ . .. ~ ~ ~
:',, ~ ~z~.z,~X ~/~/~/~.~:~/ ~/?~ ., .~/x~zt~ d~x~Zx-,,.~--~7--x'
SEPTIC TANK TO SEEPAGE PIT-W~L ( ~:~, ~ ''
TO NEAREST LOT LINE,
WELL TO SEPTIC TANK ~)-'~]
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
. ALSO CO.$,OER ^.EA W~"~.
SEPTIC TANK, /d~ t SEEPAGE PIT //ry / DRAIN FIELD / )-~ /
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON ~IPHON PIPES ON SEPTIC TANK AND SEEPAGE
FITTED WITH A~RT~GHT REMOVABLE CAPS·
[ CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO, 28-68 AND THAT THE ABOVE
DATE ~:'~ ~ APPLICANT', ,'GNATURE
Parcel I,D.
'1.
Municipality of Anchorage
Development Services Department
Building Safety Division
Oq-Site Water & Wastewater Program .
, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ct.anchorage.ak.us
. (907) 343-7904
CERTIFICATE OF HEALTH UlHORII'Y PPROVAL
FOR S q t_E FAtqlt_¥ DWELLIN
GENERAL INFORMATION ,, I~xpiratio.r~ Dat.e:
r Completelegaldescription ·TALUS WEST SUBDIVtSION; LOT 2, BLOCK 5 ' :
Location (site address ordirect[ons) t 1805 WILDERNESS DR. ANCHORAGE, AK 99516
Current Properly owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
JEFF TAPPE Day phone
11805' WILDERNESS' DR. ANCHORACE~ AK 9951~
*. Day phone
(907) 345-3229
Day phone
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well [] Individual On-site []
Individual Water Storage r"l Individual Holding tank []
Community Class Well [] Community On-site []
Public Water System [] 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 5 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners· Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water sample results less than 30 days eld. (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.
4. STATEMENT OF INSPECTION BY ENGINEER ~ ' '
'As cerff~Ted by my seal aff'zxed hereto and as of the velidation date shown be/ow, I verify that my
Investigation, based on'procedums outiir~d ih ~e Health ~ ApproVal Guidelines for this application,
shows that the on-site water supp~yan'd/or w~steWater dis~eal system'is(am) safe, functional and adeqfiate
for the numbor of bedrcoms and type of sffucture indicated hemin. I further verify that based on the
Information obtained from the Munlclpali~ of Anchorage files and from my I.n?estigation and Inspe~'tion, the
on-$1to vrater supply and/or wastewater disposal system is(am) In compliance wfth ell applicable Mu-nlclpal '
and State codes,'ordinanCes, 'and regol~tioh~ In effect at the time of lnstallatJon~ :" ' . . ~ '
NameofFirm ALASKA WATER & WASTEWATER .CONSULTANTS. INC. Phone 35¢-6179
Addre.~s -6901 DEB~RR.ROAD, sUn'E 2'B *.ANCHORACE. AK 99504 ..' '. -
Englne~r'~ ~dntad Name '. ;JEFFREY .A., GARNESS,, P.E. - Date.'-.'
Engineer's Comments: , .~... · ·
consden#ous enfllneadng analysis'of the system In ac~dahce with/{DEC and MOA ...
DSD Guidelines & Rngulatten$. The reported results described the pedorrnance of the.
system under the ceadi#ona encountered at the time of the test, and separation
distances measured to read/~, identifiable features. The opera,anal life of all wells and
septic systems depend on the Iocal soils condition, groundwater levels that may, - ·
tiuctuate dufing the year, and the water usage of the family b~g ~ by the system.
These condiEona are outside tho ceatrel of tho ~,aluater of tho system. Satisfactoo/ test
results do not guarantee future I~artonwance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AWWC, Inc. can therefore not I~:~fde
any warranty or future estimate of how tong the system will continue to meat the
operational requlramonts of the ADEC or MOA DSD. The ~o/ffont of this report Is for
tho sole bonaflt of tho owner llsted above. Any reliance upon or use of this report by any
other perscn or parly Is not author, ed, nor will It confer any legal fight wha~oever.
5. DSD SIGNATURE
~ Approved for ~
Disapproved.
Conditional approval for __
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Manltenanca Agreements
Supplemental Engineer's Reort
Other
Odglnal Certificate Date:,
Municipality of Anchorage
Development Services Department
Building ~afety Division
On-Site Water & Wastewster Prngmm
4700 8oultt Bmgaw St
P.O. Box lg~ Anchorage, Al( gg519-6650
~w~w.cLanchorage.ak.us
Legal Des~ption:
WELL DATA
HEALTH ~,UTHORITY ~.PPROVAL CHECKLIST
TALUS WEST S/D; LOT 2, BLOCK 5 ParcellD: 01.5-202-22
Well type. P~VA;£ If A, B, Or C provide PWSlD~ N/A
Data completed ..~v~u$ To ~g75 Sanitary seal (Y/N) YES
Totaldapth 120+ ft. Case(ilo 40+ ft.
Data of tast
Static watar level -
Well production
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Data of sample: 6/4/2001
SEPTIC/HOLDING TANK DATA
Tank Type/Matarlal
Tank size 100o gal.
Foundation deanout (Y/N) YES
Data of pumping NEW
FROM ~ LOG
.g.p.m.
NIU'ata 0.825 mg./L.
STEEL
C. ABSORPTION FIELD DATA
Date installed s/=~/2ooo
Number of Compartments 2
Depression over tank (Y/N) NO
Pumper
~e*SELOW FINAL GRA~
,Soil rating (~p_~or ~/bdrm)
0.6
we~l Log (Y/N)
Wires properly protected (y/N)
Casing height (above ground)
AT INSPECTION
6/6/2000
54' ft.
4.4 g.p.m.
Other becteda
AWWC~ INC.
NO
YES
12"+ in.
0 colonies/100 mi.,
Data instslled S/51/2000
Cleanouta(Y/N) YES
Hlghwataralarm(Y/N) N/A
Systam type DUAL TRENCH
Length 76 (20 58)ft. Width 5 fl. Grevelbelowpipa 4.13/4,11
Total depth ..e.e-~o.2ft. Eft. absorption area 760 ff~ Monllodng lube YES Depression over field NO
Dataofedequacytast NEW Results(Pass/Fall) PASS For 5 bedrooms
Ruld depth in absorption field before test in.
Ela.ed Time m: ~ ~_~,~,e~~ Absorptionmta>=~g.p.d.
n treatment (past 12 mo.) (Y/N & type) If yes, give ...... date
D. UFT STATION
Data installed Size in gallons ~n~:~__ _
'Pump ~ High water alarm level ~ .in.
~ Cycles tasted Meets alarm & circuit requirements?
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot100'
Absorption field on lot 100' +
Public sewer main N/A
Sewer/septic sewice line 2 $' +
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleenout
Holding tank N/A
N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5' + Property line 5' +
Water main N/A Water sewice line 10'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Prepe~y line * 1'
Water eewice line 10'+
Curtain drain NONE KNOWN
COMMENTS
Building foundation 10' +
Surface water 100'+
Wells on adjacent lots 100'+
*LOT LINE WAIVER GRANTED WITH PERMIT
Abso~tion field 5'+
Surface water. 100' +
Water main N/A
Driveway, parking/vehicle storage 50%
G. ENGINEER'S CERTIFICATION
I certify/nat I have determined through field inspections end
review of Municipal recetds /nat ~ne above systems ere/n
conformance with MOA HAA guidelines in effect on this date.
Engineer's Print~l N~me
Data ~/t,5~°/
JEFFREY A. C-ARNE$S
HAA Fee $.
Data of Payment G //~/~ !
Receipt Number ,~/-~
(Rev. 12.mo)
Waiver Fee $
Data of Payment
Receipt Number
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
HAA#
GENERAL INFORMATION
Complete legal description
Lot 2; Block 5; Talus W~st #I
Location (site address or directions)
Property owner
Mailing address
Lending agency
Ken Smith
1180~ W~.d~ness D~'.v~.
1805 Wild~rness Driv6
Anchorage, AK 99516
Day phone 345-4012
Anchorage: AK 9q~I~
Day phone
Mailing address
Agent
Address
Day phone
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. 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.
72-025 (Rev. 1/91) Front MOA #21
o
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 inves~i_gation 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.
Phone _/~'/7/L ~,~',-~'
$ & S ENGINEERING ~ /
Name of Firm ~zo3 ·
4 Eagle Rlver/L,/oop Roxa~ NO. 204
Address Eagle River, Ala/,~'=
Engineer's signature
6. DHHS SIGNATURE ~,.
X' Approved for ~7-'/'¢'4-~C~.,) bedrooms.
Disapp¢oved.
__ Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given ir{ paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The D H HS des 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 i,ssued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: /,,o'~Z- /"~LJ~- '~/~UJ3 ~Jd----f~'~./D'~/Parcel I.D.
A. Well Data
Well type /~/~IV~'~ (-~~ If A, B, or C, attach ADEC letter· ADEC water system number
Log present (Y~ ~o Date completed ,/~/---~¢&~ ~/7-¢''/r Driller
Total depth ! Z./ ' ¢' Cased to ~ ~- Casing height
Sanitaryseal~;'N) %~ Wires properly protected (~/N) '7'E3
FROM WELL LOG AT INSPECTION ~'1 o
Date of test )U~¢- /'~rC/~((../A-~ -~' (~/~__~/ ~'.~
Static water level
Well flow g.p.m, g.p.m, i ~.~.~
Pump level1 (/~./ t ~ %~
SEPARATION DISTANCES FROM WELL TO:
Septic/he~i~J tank on lot /~)'.-~ (
Absorption field on lot //3 t
Public sewer main ./L~/,,J~-~" /¢¢~.-/~
Sewer service line <~ ~
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform
Date of sample:
B. SEPTIC/PI~Ii~III~TANK DATA
Date installed
Cteanout.~N)
Nitrate
~//,/-¢.Z~// Other bacteria .~..f~,.'~-/~'~-
Collected by: ~-'7
Tank size /~--~O ~/-~' ~ Compartments ~
Foundation cleanoL~) ;- ~' ...~ Depression (Y(~..-¢-~
High water alarm (Y~ ./(-~ Alarm tested (Y/N) ./(-//.,,//~
Date of pumping /,/~D/~/ '~ PumPer A'¢'" -~o.//4-~' .~_/¢~.//~'~
SEPARATION DISTANCES FROM SEPTIC/H~b~)If~TANK TO:
Well(s) on lot /4~,~ r ~,~ On adjacent lots /~)
· To property line ~/(~) '/"/~ Absorption field ~/"~
Surface wateddrainage /~LP
72-026 (3/93)* Front
Foundation ~' /'-/-
Water main/service line
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent(Y/N)
High water alarm level
"Pump on" level at
Manufacturer
Manhole/Access (Y/N) ~'~-
~el at
Meets MOA electrical codes (Y/N)
SwEe iP A RijTI~a ~j:aOc: rTt ::s
D, ABSORPTION FIELD DATA
Date installed
Length ~--' Width
Total absorption area
Date of adequacy test
Water level in absorption field before test
Soil rating (GPD/Ft2) 2.~
Gravel thickness
Cleanout present(~)
Resul,~,l)
Peroxide treatment (past 12 months) (Y/N)
Surface water
System type ~-/E'~-A.~C~-
Total depth / ~)/
Depression over field (Y/I~ ~
for ~ d"~/';~ %Bedrooms
After test ~ '/0/'
I, yes. give date '/~//A
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot //~/
To building foundation
On adjacent lots 2o
Surface water /'~..)L~"~ Driveway, parking/vehicle storage area
Curtain drain /~0~
E. ENGINEER S CERTIFICATION
On adjacent lets //6:%3 /'¢- Property line
To existing or abandoned system on lot ,,ty¢~Jr~
Cutbank/~o/',J~¢' /~4L~,~&'CJ~--Water main/service line ~-~-~ ~'~
I certify that I havechecked, ve¢ie'¢t, or conformed to afl MOA and HAA guidelines in effect on the date of this inspection.
r ~~
Signatur.e .///.~."~ ENGINEERING
Engineer s al'~~ ~:~;. Lc.c.~ ,.~',;, -i ,,',. :!,, : j; ::'.
/ / '
HAA Fee $
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
72-026 (3/93)* Back
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVl RONMENTAL PROTECTION
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAL ENGINEERING DIVISION
Telephone 264-4720
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
IIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTY OWNER PHONE
Paul W. Taylor na
/1AILING ADDRESS
General Delivery, Juneau, Alaska
PROPERTY RESIDENT (If different from above) PHONE
2 11805 Wilderness Drive, Anchorage, Alaska na
· BUYER PHONE
Sidney V. & Margaret E. Stone 265-4250 wk
MAILING ADDRESS
600 W. 45th Apt. 21, Anchorage, Alaska
3. LENDING INSTITUTION
MAI LING ADDR ESS
......... ge, A~ ~0
PHONE
PHONE
MAILING ADDRESS
99502
5. LEGAL DESCRIPTION
Lot 2, Block 5 ?alus West
TREET LOCATION
11805 Wilderness Drive, Anchorage
· TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] One [] Four [] Other__
[] SINGLE FAMILY [] Two [] Five
[] MULTIPLE FAMILY ~ Three [] Six
7. WATER SUPPLY
[] INDIVIDUAL* * ATTACH WELL LOG. A well Icg is required for all wells drilled
[] COMMUNITY since June 1975. For wells drilled prior to that date, give wen
[] PUBLIC UTI LITY depth (atta,ch Icg if available.)
8. SEWAGE DISPOSAL SYSTEM
[] INDIVIDUAL/ON-SiTE**
[] PUBLIC UTI LITY
If individual/on-site, give installation date 1975
If system is over two (2) years old an adequacy test is required
by this Department.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED·
72-010(3/78)
Please contact realtor for access to the property. The subject property was built in
1975 and I do not have a copy of the well log and the seller is living in a motel in
Juneau waiting for this loan to close. MUNICIPALITY OF ANCHORAGE
DEPT. OF HF-ALTH &
ENVIRONMENTAL PROTECTION
lviAY [3 1978
RECEIVED
THIS SIDE FOR OFFICIAL USE
,
~ DATE ~VED
INSPECTION APPOINTMENTS
TIME TIME TIME --
/I; I~
DATE DATE DATE
1, TYPE OF RESIDENCE NUMBER OF BEDROOMS
~ SINGLE FAMILY ~ ONE ~THREE ~ FIVE ~ OTHER
~ MULTIPLE FAMILY ~ TWO ~ FOUR ~ SIX
PERMIT NUMBER
2, WATER SUPPLY
~ IND~VI DUAL DEPTH OF WELL
~ COMMUNITY
DATE DRILLED
~ PUBLIC UTILITY
Connection Verified LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
~NDIVI DUAL/ON -SITE DATE INSTALLED
' ~PUBLIC UTILITY ~ ,--'7 ~
Connection Verified
INSTALLER
~Septic Tank or ~Holding Tank
Sizo; If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCES Septic/Holding Tank ~Absor~ti~ Area Sewer Line Nearest Lot Line
WELL TO:
Absorption Area to nearest Lot ~ine
~ CO~DITlO~A~A~OVAk{lettm'mustaccompangcortif,cat~¢~
DATE '~- ~' C) ' '-~ By (Title,S.( & tlt
LEG L DESCRIPTION
72-010 (Rev. 3/78)
June 28, 1978
Mr. George Goe
301 West North
Anchorage, Ala
Re: Adequacy
West Sub
Services
Dear Mr. Goer:
The following is our invoice for pro__vices rendered on the above
referenced project.
Invo~c~No.851545-1
ixed
L~r~150.00
~ ~1 Invoice No. 851545-1 $150.00
Please note our inv°i~e ~. Should you have any
questions concernin~invoice~lease co,act me or the Project Manager,
Mr. ~~
Than~you,
R&M CONSULTANTS, INC.
C.G. Siver
Anchorage Business Manager
CGS/kah
June 28, 1978 R&M No. 851545
Mr. George Goerig
301 West Northern Lights, Suite 600
Anchorage, Alaska 99503
Subject: Adequacy Test on ExiSting Sanitary Sewer System; Lot 2, Block 5,
Talus West Addition #1Subdivision~ Anchorage, Alaska
Dear Mr. Goerig:
At your request of June 26, 1978, we conducted a test of the septic system on
the above described property.
During the test the liquid level in the drainfield standpipe of the multiflow
system was monitored as water was added to the system. The measurements are
summ~arized in the following table:
Liquid Level Below Top Total Gallons
Time of Standpipe Added
11:30 7.0 0
11:44 7.0 25
12:00 6.5 75
12:13 6.6 125
12:34 6.7 175
12:45 6.7 200
1:15 6.95 200
The liquid level in the multiflow tank remained at 5.4 feet throughout the
test. Therefore, we can assume the water being added to the standpipe was
flowing out into the leachfield and not backing up into the system.
The meter used during the test was a Rockwell 5/8" standard water meter which
had previously been calibrated by R&M Consultants, Inc.
If the 3 bedroom residence on the property is to house 6 people, the average
load on the system can be expected to be 450 gallons per day or .31 gallons
per minute. During the test, the system accepted 200 gallons in 105 minutes.
This indicates an average effluent acceptance rate of approximately 1.9
gallons per minute at the time of the test.
June 28, 1978
Mr. George Goerig
Page -2-
Because the house on the lot is not occupied, we added a large quantity of
water to the system. We can therefore conclude that the system is disposing
of effluent at an adequate rate for a 3 bedroom residence.
We appreciate this opportunity to be of service to you. Please contact us if
you have any questions concerning this test or if we can be of additional
service.
Very truly yours,
R&M CONSULTANTS, INC.
Lynne Kosikowski
Staff Geologist
JMB/kah
Sales and Service
1450 Dixie Highway
Covington, Kentucky
41011
10 January 1978
KRAMER ELECTRIC
3002 Tudor Road
Anchorage, Alaska
Attn: Ms. Ada Graham
Dear Ms.Graham:
Relative to our conversation of today's date, I am enclosing the
literature on the Multi-Flo which was discussed. A Parts Price List
for the SA-06-11 Aerator (drawing attached) is included. These parts
are available as replacement items and we would be happy to provide
you with these parts as needed. The regular Price Sheet for th
System with your Dealer ret Price is also included.
Additional material, Installation Instructions, Owner's Manual as well
as suggestions for care and maintenance is enclosed as well.
We look forward to receiving your letter indicating your intention to
further the service work previously done by Artic Chain and Plumbing.
We will be happy to discuss this matter with you upon receipt of your
letter and the necessary service requirements.
Thank you for your interest.
Very truly yours,
Product Manager
tgl/js
(ramer Electric Motor & Repair Service
~ 3002 Tudor Rd.
ANCHORAGE, ALASKA 9950I~ 7
24 January 1978
Pure Stream Industries
1450 Dixie Highway
Covington, Ky. 41011
Inc
Attn: T. G. LaEace
Dear Mr. LaEace
Received you welcome correspondance todmy. Thank you for Being so
prompt.
I have been in contact again with Arctic Chain and they have agreed to
furnish me with a list, as they know them, of the people who have these
systems installed here in Alaska.
It i@smy intention to contact these people and let them know that we w
will have at least the small parts for repairs to their aerators. If
the situation warrents, we will stock the complet~ systems and of cour-
se the new aerators also.
Inclosed is an order for small parts for the aerators we now have in
the shop for repair. Please send them via UPS or air mail COD. I
would like to set up an open account with you in the future iF at all
possible. The following is a l~st of our creditors and our bank.
Electric Motor Supply
34 13th ave. N.E.
Minneapolis. Mn. 55413
Lucas Industries
PO Box 64338
Detroit, Michigan 48264
Alaska Paeific Bank
POBox 420
Anchorage, Ak~ 99510
Very truly yours
Kramer Elect~rle ~
Mary A Gra~m
D~
mas/as
Plmne 272-48].6
3330
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
"c" Street, Anchorage, Alaska 99503 274-4561
1. Approval requested by:
Mailing Address:
2. Property Owner: ~-~,
Mailing Address: '~)~q~'
3. Legal Description:
4. Location:
5. Type of facility to be inspected
6. Well Data:
A. Type
C. Construction
7. Sewage Disposal System:
A. Installed ~
¢. Septic Tank: 1.
D. Seepage Pit: 1.
Date Received
Time of Inspection
Date of Inspection
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
Phone:
Phone:
£qq-q qq
No. of bedrooms ~_~
B. Depth
D. Bacterial Analysis
B. Installer
Size ~ ~ 2 · Ma nu factu rer ~]~k,~_~__
Absorption Area 2. Material
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank /O"~_ , Absorption area /l~
Nearest lot line , Other contamination
B. Foundation to septic tank /~ t , Absorption area
., Sewer Lines
C. Absorption area to nearest lot line
EQ-034 (1/74) Page 1 of two pages
Age 2 of two pages - Re st for Approval of Individual ' er & Water Facilities
Comments
Disapproved Date
Approval Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ-034 (1/74)
3330
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality '
"C" St., Anchorage, Alaska 99503 274-4581
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
1. Type of Inspection: CMRO
2. Property Owner:
Mai.ling Address: ~-~,0,'~o
3. Name of Buyer:
VA
FNA CONV /
[)ay Phone
Mailing Address:
4. Name of Lending Institution
Mailing Address:
5. Name of Realtor or Agent:
Mailing Address:
Day Phone
Phone
Phono 2?f-Y
Legal. Description:
Location: UJ
4,
Type of Facility to
Water Supply
Type of Supply:
If Individual,
If Individual,
Sewage Disposal
be inspected:$~U~/"/ ~ '~ .
A ~7~y-~41o. Bdrms ~
Public Utility Individual ~
number of dwellings presently served /
depth of well /~
System
JType of System: Public Utility
\ If Individual,. date of installation
Individual (on-site)
EQ-037 (l/7q)