HomeMy WebLinkAboutNORTH SLOPE #2 BLK 5 LT 15North Slope
#2
Block 5
Lot 15
#050-581-19
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241382
Work Type: SepticTank Upgrade
Tax Code Number: 05058119000
Site Legal Address: NORTH SLOPE #2 BLK 5 LT 15 G:0703
Site Mailing Address: 4039 KOGRU PL, Eagle River
Owner: DIETZ HAROLD P & JENNIFER
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
L>cparnnent
11/22/2024
11/22/2025
ff-1-
❑ Disposal Field LSI 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
Issued By: Date:T 2��
IR M
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 050-581-19
Property owner(s) C/O GORDON SLOANE (AGENT) Day phone 907-244-3381
Mailing address 4039 KOGRU PLACE, EAGLE RIVER, AK 99577
Site address 4039 KOGRU PLACE, EAGLE RIVER, AK 99577
Legal description (Sub'd., Block & Lot) NORTH SLOPE #2; BLOCK 5, LOT 15
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(9 all that apply)
Absorption Field n Initial ❑
Single Family (SF) nX
Septic Tank N Upgrade Q(w/wo
ADU)
Holding Tank D Renewal ❑
Duplex (D) ❑
Privy ❑
Multiple Dwellings El
(SF and/or D)
Private Well El
Water Storage n
THIS APPLICATION INCLUDES A 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: 2 25- Waiver Fees:
Date of Payment: I % Date of Payment:
Receipt Number: Receipt Number:
Permit No. _0� 19'Z -y /_313 2 Waiver No.
GADevelopment Services\Building Safet)AOn Site Water and WastewateAForms\Client FormsTennit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241382, Deb Wockenfuss, 11/22/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241382, Deb Wockenfuss, 11/22/24
m
CL
%F w off lw P� 0 w WAN w To a w V-.,Vw%rw v
woo no o"
11-0000
. ............................. IN.9n.9A Vd �0�
CL
0
03
LL
0
0
8
7�
c
.2 8 w
15 t �g
Ev
C3
C
(0-0
CL 2:2
C
CL 0.
C
0
:3
r LD
4) (a
.0.
E
LD
z to
PM
rR
w
tko
m
tko
t C*4
0
0
4-0
4-0
m
4-J
-E 0
CL
ho
M
-X3
c
00
V-4
Ln
0 0)
m
fuA E
m 0
114
0
U<VE
j w 0 0
_5 w 4 v
;> >
= < W L12
4-0
00 r -I C:
Ln ,4 0
c
0
L- LA
U- to
.0,
E
0 wo
Z Z 7S
>
CL 0
"2
CL
>,MiE 02
0
Z.
wo
Lo C:
0 cc 44(
F
s 1
4-J
>
11.02
V So
E
CL
0
0 2:1
R. C:
y 44
CO
cr r :3
ver 4$
Ln
4 4Y
CL
V rA
• La w
r
•
4
PM
rR
w
tko
m
tko
t C*4
0
0
4-0
4-0
m
4-J
-E 0
CL
ho
M
-X3
c
00
V-4
Ln
0 0)
m
fuA E
m 0
114
0
U<VE
j w 0 0
_5 w 4 v
;> >
= < W L12
4-0
00 r -I C:
Ln ,4 0
c
0
L- LA
U- to
GEG, Ltd., Year 2022
UARNESS ENGINEERING GROUPLtd
m�� — a—a ENGINEERING t, SALES G C0NSULTIN, :
Standard Construction Specifications for a Well &tor
Onsite Wastewater Disposal System Serving a Single -Family Nome or
Duplex within the Municipality of Anchorage
SECTIONI -DISCLOSURE STATEMENT.
Garness Engineering Group, Ltd is a dealer for Anua International, LLC products in the
State of Alaska. This dealership includes their Quanics AerocellTM wastewater treatment systems.
When a Quanics Category II or Category III system is specified in the drawings and/or
specifications, the contractor may substitute an alternate MOA Category II or Category III
approved system, such as a BioCyclel system, Orenco AdvantexTM system, Intermittent Dosing
Sand Filter (IDSF), or any other MOA approved technology. Prior to making a substitution, the
contractor will need to notify the engineer so that the design can be modified and a change -order
to the permit issued by the DSD for the substitution. Additional engineering charges may apply.
SECTIONII - PROPER TY LEGAL DESCRIPTION & NUMBER OF BEDROOMS
Legal Description: NORTH SLOPE #2; BLOCK 5, LOT 15
Number of Bedrooms: 3
SECTION III - DEFINITIONS
1. Property owner or homeowner: The legal property owner or his/her appointed representative
(not GEG, Ltd.).
2. Engineer: Professional engineer hired to inspect the well and/or septic system installation.
3. Contractor: The company hired to install the septic system. If the property owner installs the
system (owner install) then he/she would also be the "contractor" for the purpose of these
specifications.
4. Well Driller: The person or company hired to drill the well.
5. MOA &/or DSD: Municipality of Anchorage, Development Services Department, Onsite Water
& Wastewater Program.
SECTION IV - RESPONSIBILITIES
• Property Owner Responsibilities:
Page 1 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
1. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the contractor
to perform the work outlined in these specifications and plans, in accordance with the attached
MOA well and/or sewer permit. The engineer shall inspect the work, as required by MOA, so as
to document the installation. Final acceptance of the contractor's work rests solely with the owner
and the MOA.
2. SINGLE-FAMILY RESIDENCE or DUPLEX ONLY: This well and/or septic system
design is for a duplex or 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 may require approval from the State of Alaska, Department of Environmental
Conservation (ADEC).
3. DISCLAIMER REGARDING AS -BUILT SURVEY and MOA well/septic records: The
validity of the design drawings is limited by the accuracy of the as -built survey provided to the
engineer by the property owner or his/her representative. It is also limited by the accuracy of MOA
well/septic records that are used to develop the design drawings and site plan. The property owner
shall notify the engineer regarding any known inaccuracies associated with the as -built survey. The
engineer assumes no responsibility for the accuracy of the survey, or the MOA welUseptic records
used to develop the design drawings.
4. UNPLATTED EASEMENTS: The property 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 affect the operation of the septic system. In most cases, unless waivers are
granted by the MOA and/or ADEC, 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 DSD. This
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 also notify the engineer and the contractor of any known subsurface
conditions that would prohibit or restrict the installation of the septic system. Items of concern
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 business, or any other
use/occupancy than a single-family home or duplex. Unless approved otherwise by the MOA or
ADEC, the new septic tank and leachfield must be at least 100 feet from any private well (private
wells serve less than 25 people per day), and up to 200' away from any public well, unless
appropriate waivers are first obtained from the MOA and/or ADEC. Furthermore, the property
owner shall notify the engineer of any undocumented or abandoned wells, known to him or her,
that are located on the subject or adjacent properties.
7. SUBSURFACE DRAINS: A drainfield must be at least 10 feet horizontally, or two times
the effective drainrock depth (whichever is greater), from any subsurface drain (including
foundation drains). The property owner shall 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 settle after
construction. Prior to awarding the contract, the homeowner should communicate to the contractor
any expectations regarding, but not limited to, post -construction site cleanup, re -landscaping, and
restoration of any asphalt, fences, trees, decks, etc. that are affected by the construction. All mound
type drainfields are required by the MOA to be topsoiled and seeded. The property owner is
responsible for this work unless other arrangements are made with the contractor.
Page 2 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
If the property is being sold, the property 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 money is escrowed to fund the completion of the work.
9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner
intends to install the septic system (homeowner installation), he/she must first have obtained
approval from the Municipality of Anchorage, DSD (343-7904). 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 THE 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 construction.
11. CHANGES IN THE SCOPE OF WORK: See Section VI (Disclaimers) regarding design
changes. See "Contractor Responsibilities" and "Engineer Responsibilities".
12. PRIVATE UTILITIES: The property owner is responsible for notifying the contractor of
any privately installed utility lines (including water/sewer service lines, phone lines, natural gas
lines, and other utilities) that are not marked/flagged by the utility companies when utility locates
are requested by the contractor from the locate call center (Alaska Dig Line at 907-278-3121).
Utilities installed to outbuildings such as a garage, shed, shop, sauna, hot tub, ADU and similar
types of structures are typically not located by the utility companies. The property owner must
identify the presence of these utilities to the contractor prior to any excavation occurring. Failure
to identify these utilities could result in damage to the utilities and possible injury/death to members
of the construction crew. In short, the identification and location of these utilities are critical and
not the responsibility of the Engineer.
• 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 prior to construction. GEG, Ltd. field
engineers/inspectors will not be responsible for establishing or confirming any of the
aforementioned setbacks.
The contractor should recognize that the location of all wells, surface waters, structures, and other''
items shown on the design drawings are typically derived from as -built surveys, and municipal
records. The as -built surveys and municipal records have been assumed to be accurate for purposes
of this design; however, the accuracy has not necessarily been field 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 which waivers have not
been granted, should immediately be brought to the attention of the property owner (or their
representative) and the engineer.
The test hole pipes shall not be removed/abandoned until after the engineer and the MOA inspector
have established their location relative to the new drainfield during the first inspection of the
drainfield installation or during the pre -construction layout. Unless approved otherwise by the
MOA (and the engineer), the new drainfield/s must be within a 30 -foot radius of the test hole/s used
for establishing the design criteria.
Page 3 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
The contractor must establish the elevation of all existing and proposed system components prior
to starting construction to ensure that the necessary grades can be maintained. This is particularly
significant when the elevation of the existing system components are 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 will materially change the design and the
construction costs.
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 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 DEPTH 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.
For purposes of this installation, the maximum depth of the drainfield will be based upon taking a
measurement at the highest ground elevation encountered (usually on the uphill side of the
excavation) and the bottom of the trench or bed excavation. The contractor shall exercise caution'
not to remove evidence of the original grade prior to establishment of the total system depth. In
short, don't remove the organic layer until after the original grade elevations are established by the
5. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. The contractor shall
ensure that all materials being used are in compliance with the most current guidelines established
by the Municipality of Anchorage. This includes, but is not limited to, the following:
a. Drainrock
b. Sand filter material for drainfields.
c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF).
d. Pipe ASTM
It is recommended that the contractor obtain a 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 and installed meets the MOA requirements.
6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lift station,
or holding tank purchased has a burial depth rating suitable for the installation.
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. For conventional septic systems 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. The contractor shall coordinate with the engineer
any inspections which will be required during weekends, holidays, or before/after normal working
Page 4 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
hours (8:00 am to 5:00 PM). The property owner will incur additional charges for inspections,
which do not occur during normal business hours. It is the contractor's responsibility to notify the
engineer at least 2 hours prior to any inspection.
9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the
property owner 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 part of this project. Unless instructed otherwise by the engineer, the old test hole
groundwater monitoring pipes shall be removed after the installation.
11. FINAL GRADING FOR DRAINAGE: The contractor is responsible for final grading so
as to ensure that surface runoff does not adversely affect the septic system constructed, adjacent
septic systems, or adjacent structures.
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. CHANGES 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 properties 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.
15. 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
enclosed in a protective cover (plastic bag) and placed/secured in a prominent location so the
property owner can find it.
16. ALTERNATIVE TECHNOLOGY SEPTIC SYSTEMS & START-UP INSPECTIONS:
This section applies to systems such as the Quanics Aerocell, BioCycle, Advantex, and Intermittent
Sand Filters. After the installation is complete, the contractor shall coordinate with the treatment
plant supplier and/or their maintenance provider so that the appropriate start-up inspection can be
scheduled.
• Well Driller Responsibilities:
1. The well driller shall ensure that he has a well permit in possession prior to drilling the well.
2. The well driller shall physically verify that the there are no septic systems, or other potential
sources of contamination, within the protective radius of the proposed well prior to drilling it.
• Engineer Responsibilities:
1. SYSTEM DOCUMENTATION: The engineer is responsible for performing limited
inspections (as required by the MOA) of the installation of the septic system and preparing "Record
Drawings". Inspections are performed to document the construction of the system. In all cases,
inspections shall be performed/required as necessary to establish the following:
* The original grades at the drainfield site
* The bottom of all trench/bed excavations
* Top of sand on all sand filters
* Top of drainpipe
Page 5 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
* Top of the septic tank, lift station, or holding tank prior to backfill
* Final grade elevations
2. LIMITED AUTHORITY: The inspecting engineer has no direct authority over the
contractor activities or construction/safety practices. Should the engineer identify conditions which
dictate a design change, he or she will 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 install a system that would be in violation of State or MOA regulations.
3. SEPTIC TANK INTEGRITY: If required by the DSD, the engineer shall inspect the
condition of the existing septic tank and determine 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 THE 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. The homeowner may be responsible for additional
engineering/MOA fees associated with the design change/s.
S. 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
waiver/s to the appropriate State or MOA regulatory bodies. The engineering services and
State/MOA fees associated with such waivers will be additional charges to the property owner,
over and above the installation inspection fees charged by GEG, Ltd.
SECTION V - CONSTRUCTION GUIDELINES
Construction shall be in accordance with the approved 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 DSD policies. The failure of the inspecting engineer
to notice a material or construction non-compliance does not relieve the contractor of his/her
responsibility to correct such a deficiency at his/her own expense. This may include a additional
inspection fees by the engineer.
• Septic Tank, Holding Tank, or Lift Station Installation:
1. The burial rating of the tank shall be adequate for the actual burial depth encountered.
2. The tank shall be level. The tank and inlet/outlet pipes shall be sufficiently bedded in suitable
material that is mechanically compacted so as to help prevent settling or shifting of the tank/piping.
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 soil cover.
5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4" per foot
unless prior approval is obtained from the engineer.
6. The inlet and outlet lines from the tank shall be bedded in suitable bedding material and
compacted to prevent future settlement of the soil.
7. A foundation clean out will be installed (1-4 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 contractor shall notify the engineer of any
groundwater conditions that would lead them to believe that anchoringiballasting is necessary. All
Page 6 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
ballasting/anchoring shall be done per the tank manufacturer's directives.
10. The final soil cover shall be graded so that there is positive drainage away from tank.
11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence.
12. All lift stations shall be wired in compliance with all MOA guidelines/codes and/or the National
Electrical Code (NEC). 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. QUANICS, ISF, ADVANTEX, AND BIOCYCLE INSTALLATIONS: The control panel for
these types of systems shall be located outside the residence, for easy access during inspections.
An audible/visual alarm must be installed inside the residence, per DSD requirements, if the system
is not equipped with a remote monitoring system. 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
annoying to the property owners.
15. ISF INSTALLATIONS: The air compressor (with an audible alarm) shall be equipped with 0
to 10 psi gauge for the purpose of monitoring air flow to the sand filter. The pressure gauge will
be located so that it is easily monitored by the property owner.
• Installation of Conventional Absorption Bed & Trenches:
1. 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 low
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 property 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 low shots) with the perforations facing 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. Filter Fabric must be installed between the final drainrock layer and the native soil backfill. The
silt barrier shall cover the entire drainrock surface.
6. Monitor tubes shall be installed to comply with MOA requirements and extend a minimum of
12 inches above final grade. The portion 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.
7. 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. Flow splitters shall extend above grade.
Page 7 of 8
FINAL 3/4/2022
GEG, Ltd., Year 2022
SECTION TSI - DISCLAIMERS
• UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by GEG,
Ltd., 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, DSD, based upon the information provided to them. Occasionally, during construction,
unforeseeable subsurface conditions (high groundwater, poor soils, buried debris, etc.) are
encountered that make the proposed installation not feasible. In such cases it is typically necessary
to do more soils testing, groundwater monitoring, and design work. These additional engineering
services will be performed on a fee basis at an hourly rate. GEG, Ltd. will obtain verbal
authorization from the property 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 ARE BEING 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 than the testing data indicated and that adverse, unforeseeable,
changes in the surface/subsurface water conditions could impact the performance of the system.
Numerous other factors, out of the control GEG, Ltd., 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), backwash wastewater from
water treatment systems (including, but not limited to Greensand filters and water softeners), or/and
excessive use of water. Given these variables, it is not possible to warrantee the performance of a
septic system.
By proceeding forward with this installation, the Engineer, Well Driller, Contractor, and
Property Owner agree that they have read these specifications and agree to accept the terms
and conditions outlined in them.
NOTE: Additional charges for inspections will apply
A final invoice will be issued once all work is complete for
inspections and documentation as required by the M.O.A.
If additional inspections are required because of contractor deficiencies (materials or
construction) or method/s of construction, they will be performed at GEG standard hourly rates
(including travel time). Additional charges for travel time and mileage may apply for projects
beyond Mirror Lake and Potter Marsh.
Page 8 of 8
FINAL 3/4/2022
�y GREATER ANCHORAGE AREA BOROUGH
cfl�� Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
NAME
LOCATION
SEPTIC TANK:
DISTANCE) �� � NUMBER OF i.
FROM WELL/ MANUFACTURER / MATERIAL COMPARTMENTS.
INSIDE LENGTH INSIDE WIDTH - LIQUID DEPTH LIQUID CAPACITY GALLONS.
SEEPAGE
SEEPAGE 2i%e 715
ryy
NUMBEROFPITS DIAM T�ER�OR WIDTH, LENGTH --, DEPT; / ,
AA__' -
LINING MATERIAL RIB SIZE: DIAMETER -DEPTH _61DISTANCE FROM: - WELL /" O t
TOTAL EFFECTIVE
BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL AREA) 36 / SQ. FT
ADDITIONAL ABSORPTION
WELL -
TYPE CONSTRUCTION_
BUILDING NEAREST
FOUNDATION LOT LINE
CESSPOOL
OTHER SOURCES
APPROVED DISAPPROVED
DISTANCES:
INSTALLED BY:
PIPE MATERIAL: w N� 7 /'^'""'"-
LOTSLOPE:
REMARKS:
REMA
DISTANCE FROM:
SEEPAGE
SYSTEM
DIAGRAM OF SYSTEM i
APPROVED
6y
DEPTH
NEAREST
SEPTIC
SEWER LINE
TANK_
REMA
DISTANCE FROM:
SEEPAGE
SYSTEM
DIAGRAM OF SYSTEM i
APPROVED
6y
TYPE OF =OIL ABSORBTUJN SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/SR)= 110
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
I_-° E F• -F A—A - - 7 L- E= "C33 T"- '::L °-1 12� A- : F=l V E= L_ E- A= F•'r H ._ _-i
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IE, 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).
�_Eo�9A._A I �'_'EG• '�EF'T I r: 'TRt-aF^;; , •_. I �E= ���€� r A=1LLs�or•.1°=
BACKFILLING OF ANY 'SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC bdELL.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
F°E=F_r^A ='I". S1 HL_ G° A= 1.1 Ft'Br-•f� Sr'E F�°�1 ri1�A.1�
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENT_ FOR ON—SITE SEWERS AND WELLS AS SET
FORTH BY. THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
SIGNEC?:
PLI dT JERRY KENDALL
/,-) f71 P x / /%
I=SSUED BYE__
---------- -----------DATE----
11,Y ,
� roT A=rrj®� Ate® o* A �®�E
r lA_Ara I o yWEALTH
C?EF'AF'TMEtdT
HND ENVIRONMENTAL tTECTIOta
q
I
516, E. OR RD.
, ANCHORAGE, AK. 99507
4.
-VF=
= E_ L•a E= eR: F• E= A='rl z -r
PERMIT
NO. ' 645E
APPLICANT
JERRY KENDALL.
GENERAL DELIVERY EAGLE RIVER R
694-2880
LOCATION
Ki_iGRU PLACE
LEGAL
L15 65 NORTH _LOPE SUED
LOT SIZE 44000
SQUARE FEET
TYPE OF =OIL ABSORBTUJN SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/SR)= 110
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
I_-° E F• -F A—A - - 7 L- E= "C33 T"- '::L °-1 12� A- : F=l V E= L_ E- A= F•'r H ._ _-i
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IE, 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).
�_Eo�9A._A I �'_'EG• '�EF'T I r: 'TRt-aF^;; , •_. I �E= ���€� r A=1LLs�or•.1°=
BACKFILLING OF ANY 'SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON—SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC bdELL.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
F°E=F_r^A ='I". S1 HL_ G° A= 1.1 Ft'Br-•f� Sr'E F�°�1 ri1�A.1�
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENT_ FOR ON—SITE SEWERS AND WELLS AS SET
FORTH BY. THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS.
SIGNEC?:
PLI dT JERRY KENDALL
/,-) f71 P x / /%
I=SSUED BYE__
---------- -----------DATE----
11,Y ,
. Et E
• h
c
Russell Oyster
694-2774
Soils Er Foundations
Performed for:
GEACHNI CAL Et DEVELTfPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Earl Elis
688-2280
Land Development
Name:
Tel. No.,b�l L�- �$$�
Mailing
Address:
Legal Description
Depth (feet)
Soil Characteristics
1 �� ��,- �'oax�•�- uj/ 'r"Zoacs }� QZ"C,P�J�c_s
2
3
r -
5�� S4aMT7^j IjRP.�1�y 1vJ10 (ZS )'V
6
7
8
—2.
Ao �� G ljti�a�y Gsuav2z wl CoBaus d.
�1
��1ry12
l G7— �a��alLl¢PpJiLv�JCO .' .�.e'SO O'
14
15
Ground Water Encountered: Yes No v If yes, what depth
-Z7"a S37
) '5 ®%,6-
�Z�an�t3�
Proposed Installation: Seepage Pit Drain Field ✓
Comments,- ti.2I-9 A7"V1e6x.N-Ptr* . f Z�-74,
Performed by: Date:
MUNICIPALITY OF ANCHORAGE
DEPARTMED OF HEALTH AND ENVIRONMENT PROTECTION
825 I, Street, Anchorage, Alas#a 99501
279-2511, ext. 224 or 225
#1: Time Pn t # 2 : Time
1
Date (,,-�Ll- 7I Date
InsP /_L5
Insp
Date Received:
June 23, 1977
#3: Time
Date
Insp
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER WATER FACILITIES
rn_v,,l ✓n P�o L o �� of� 'll 4l �su
Lending Institution Request: Ho e Federal Savings and Loan o Joanne
Mailing Address:
2. Property Owner:
Mailing Address:
535 D Street 99501
Lowell A. Pollard
Phone: 272-1451
Phone:
Route #1 Box 211, Outlook Washington 98938
3. Legal Description: Lot 15 Block 5 North Slope Subdivision #2
4: Single Family Residence: (4
Multiple Family Residence: ( )
5. Well System: Individual Well (i4
6.
Number of Bedrooms: three
Number of Bedrooms:
Community/Public System ( )
Permit # Depth of Well 124' Well Log on File ( )
Construction bilkklt_6 Bacterial Analysis
Sewage Disposal System: On-site System (39 Public Utility ( )
Permit # �� Installed 1976 Installer 'Vt0'
Septic Tank Size (` oo Manufacturer I LAJ
Absorption Area ko �A Soils Rate Material�j�9�^{�`
t
7. Distances: Well to Septic Tank �`� to Absorption Area f
r
to Sewer Line rA Nearest Lot line a'f Absorption Area
t
to Nearest Lot Line C-3
Page Two ' � •
Department of Health and Environmental Protection
Request for Approval of Individual Sewer and Water Facilities
Legal Description: Lot 15 Block 5 North Slope Subdivision #2
Comments: _
Affadavit Attached: ( ) Letter Attached: ( )
Approved: Date: 311,171
Disapproved: Date:
Department Worksheet:
1
�_ ,Ai,
If Individual, date of installation July 1976 (Approximate)
3�j
Municipality of Anchorage
.fid' Environmental Protection
825 L Street
Anchorage, Alaska 99501
REQUEST FOR APPROVAL Of
INDIVIDUAL SEWER & WATER FACILITIES
j.
Type of Inspection: CJIRO VA FHA
CONV AHFC
2.
Property Oti•tner: Lowell A. Pollard
ou a V1, Box
Mailing Address: Outlook, WA 98938 Day Phone Out of State
3.
Name of Buyer: Harold P, Dietz
Box 2238
Mailing Address: Anchorage, AK 99510 Day Phone 279-1324 ,
;vane of Lending Institution. Home Federal Savings &
Loan ATTN: Joanne
535 D Str
Mailing Address: Anchorage, AK 99501 Phone 272-1451
5.
Name of Realtor or Agent: Myrna Johnston
AREA, Inc., Realtors, P1,0. Box 249
Mailing Address:. Eagle River, AK 99577 Phone
694-9555
6.
Legal Description: North Slope Subd #2, Blk 5, Lot
15
Location• Agent -will accompany
7.
Bdrrms. 3
Type of Facility to be inspected:Single Family No.
8_
Water Supply
Type of Supply: Public Utility Individual
xx
If Individual, number of dwellings. presently served
1
If Individual, depth of well 124'
9.
Sewage Disposal -System
Tyae.of System: Public Utility Individual
(on-site) xx
If Individual, date of installation July 1976 (Approximate)