HomeMy WebLinkAboutCARHART LT 23B
E. 142nd Ave.
_ (Undeveloped)
AS BUILT SURVEY
Lot 23B,
Carhart Subdivision,
Anchorage, AK
encroachment Permit
2006-08SS84-0
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US SURVEY
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-All dimensions shown are grid bearings
and ground distances, record boundaries
are per Plat No. 76-243.
-49th Star has conducted a physical survey
of the property and all details shown on
this Asbuilt Survey are correct. Under no
circumstances should any data hereon be
used for construction or the
establishment of property lines.
-It is the owners responsibility to
determine the existence of any easements,
covenants, or restrictions; no title
research performed.
-Topographic contours were digitized
from the MOA GIS.
-Soils mapping was digitized from the
USDA soils mapping app linked through
the MOA GIS
LEGEND
Power Pole ® Septic Cleanout
AE� Electric Pedestal O Well
Soils Bounday
49th Star Surveying
PO Box 738
Girdwood, AK 99587-0738
(907)891-6111
Jeremy@49thStarSurveying.co
Building Setback
W.O. 2527 I DATE: 4/14/25
SCALE 1'e40'
45r+wa
•.5:4:'h.3
EfI S E im V
142 I'/ AvEN t/E
S7 R Or Tilr'= .
.TA17"Q
M-N-:
As SHowIv.
- t nereny cerwy mat t have surveyed the properly shown and described hereon and I
Improvements situated thereon are within the property lines and no encroachments exist other than noted.
LANTECH
NOTE: It is the contractor's responsibility to check top of foundation in relation to finish grade and building rest,
relation to lot lines and easements.
•
ENGINEERS
LEGAL DESCRIPTION:
LEGEND:E.
PLANNERS
v l L
Q i^r
A. S.
O 5/8 flEBAR FOUND
—
OAN. BY: ,/Jrj
SURVEYORS
O 2"x 2" HUB d TACK SET
® EXISTING ELEVS.
CHKO:
(
DATUM ASSUMED
GRID: 30= —,
2820 "C".STREET, SUITE NO. 3
P.B. se
/,3% -
ANCHORAGE, ALASKA 99503
r /t (� 1 J� (?
LAP, r 1 1 1
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SCALE: _ 3�
(
PHONE f907) 272.9231
DATE i.
Municipality of Anchorage Page I 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: ~70,~.~ PIDNumber: 0~1~ t~
N,r~a: P/O.,',, Pen ~_.~ol ~ Wastewater System: D New D Upgrade
A~: ABSORPTION FIELD
Phone: ~, -- ~r"'.: ~rench O Shallow Trench ~Bed ~Mound ~
C~ificanon {Private. ~B.C): TO~I ~pth: ~s~ To: T~tion araa: Pi~ mateflat:
~"'~:~P~ ~,. I "'- TAN K
SEPARATION DISTANCES ~ septic ~ Holding Q S.T.E.P.
Sudace LI~ STATION
Water -- _ . ~ (00 -
I
I
Remarks: ~e~ ~.~ ~ ~ BENCH MARK
I
ENGINEER'S S~L
Inspections pedormed by: ~/u~ ~c4 ~vc Dates:lst ~/~°/~7 ~=: '.'-' "'
~epaflment of Heal~uman Se~ices approval .~' ' ........
/Y~_/~f ~ ~Date: r~ ~-~7 ~ '""" "* '""'
Reviewed
and
approved
by:
72-013 (Rev. 9/~1) MOA 25
PERMIT NO: SW970343
PID NO: 01819121
WELL
SWING TIES."'.
TO: .
DBL, C.O. "E" 40'
C.O. "F" 37'
PUMPOUT "G" 41'
ALARM C,O. "H" 43'
T.B.M.
COR, "B"
. DBL. C,O, --
66' ..............
75' 4000 GALLON
79' HOLDING TANK
PLAN VIEW
SCALE: 1" = 30'
PAGE 2 OF 2
LOT 23B . ,
INV. j
86.1'
4000 GALLON HOLDING TANK
PROFILE VIEW
NOT TO SCALE
LOT 23B CARHART S/D
HOLDING TANK INST.
AS-BUILT INSP. REPORT
FLATTOP TECt[NICAL SImP, VICES
14530 ECIIO STREET
ANCI IOP. AGE. ALASI(A 99516
SCALE: AS NOTED
DRAWN BY TFM
NOVEMBER. 1997
PAGE 1 OF
MUNICIPALITY OFANCHORAGE
DEPARTMENT OF HEALTH AND }K~ SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970343
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:PENZENIK, MARY
OWNER ADDRESS:3231 E 142ND AVE
ANCHORAGE, ALASKA 99516
DATE ISSUED:10/01/97
EXPIRATION DATE:10/01/98
PARCEL ID:01819121
LEGAL DESCRIPTION:
CARHART LT 23B
LOT SIZE: 49667 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
HOLDING TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) · (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
1
SPECIAL PROVISIONS:
RECEIVED BY: ~f~
DATE: IQ/ F...(~/9~
DATE: ]O'- /-- p7
CIVIL& ENVIRONMENTAL ENGINEERING * ENERGY CON.~:ERVATION & ANALYSt~
TIIEODORE F. MOORE, P.E. 14530 ECHO ST.
PiI: (907) 345-1355 September 24, 1997 ANCItORAGE, ALASKA 99516
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
The purpose ofthis letter is to provide the required design narrative in support of our application for
a permit to install a 4000 gallon holding tank to serve the existing residence on Lot 23B Carhart S/D.
Soils logs, pert test results, a site plan, design drawings and specifications are enclosed for your review.
The present septic system is unable to accept the wastewater flow generated at the residence and
probably encroaches on groundwater. We dug four test holes in May ofthis year to assess the feasibility
of upgrading the soil absorption system. The first three test holes encountered a saturated gravel stratum
between 3 and 4 feet below ground level, and the groundwater stabilized at 1 foot below ground level
during break-up. The silty material encountered in the fourth test hole perc'ed at a rate slower than 60
minutes per inch. Because these soil conditions do not allow the installation of replacement soil
absorption system, the property owner wishes to install a holding tank.
Although the minimum acceptable size for a holding tank serving any residence is 2000 gallons, the
owner wishes to install a 4000 gallon tank to minimize the frequency ofpumping. This size should be
more than adequate for a three bedroom residence.
The topography of the lot in the area of the proposed tank installation slopes towards the south at
approximately 15%. No surface water was observed within 100 feet of the proposed installation site.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will it have any significant impact on
reserved space-surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
SEPTIC C - . ,
· -' ', ·, LOT gB
BLM LOT 10 '1,
, ; WELL-~ , ,
.
,, ,, ~/ 5 ~ ,'
'.~ DBL C.O. ~ ., , , NOSEPTIC SYSTEMS
, ',.. -.~ -.~......... _ _--; ~"~ .- .- ,.'". · WITHIN 100 ~. OF WELL
~RT S~
HOLDING T~K
~R 100' ,3 ~ AB~OON ~ISTING ~ ::
~ ~ L T2 .
;SEPT~ CARHART S/D
',
~ SYSTEM
~ T,H.
. _ .~ ....... ~ ..........................
~ ~ ~ ~ST 142nd AVENUE
~ ~ ;? ~9 ~ :.~ ~!~:5' HOLDING TANK 'NST.siTE P~N
BLMLOT42 ~[ mE~REF. U~RE · }~ ~OP~CI~IC~SER~CES INCH = 50 FEET
~ % CE-3589., ~W 14530ECIIOS~ET D~WNBYTFM
~-- NOTE: THIS IS NOTASUR~ED P~T.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
INSTALL DBL. C,O.
AT POINT WHERE
TIED INTO EXlSTING..,~
WASTE LINE
FROM HOUSE
4000 GALLON
NEW
HOLDING TANK
PLAN VIEW
SCALE: 1" = 10' -0"
4" CLEANOUT
6" PUMPOUT
4" ALARM FLOAT ACCESS
4" ALARM~
ACCESS
NEW 4000 GALLON HOLDING TANK
17.2
~t~ ORIGINAL GROUND~
- ~ ~' PUMPOUT ~----MOUND COVER MATERIAL
WASTE LINE FROM HOUSE
CROSS-SECTION
SCALE: 1" = 5' - 0"
LOT 23B CARHART S/D
HOLDING TANK INSTALLATION
PLAN AND CROSS-SECTION
FLA'I-rOP ]'ECl fl,TIC,AL SF_,RVICES SCALE: AS SI IOWN
14530 ECtlO STREET DRAWN BY: TFM
ANCIIORAGE, AK. 99516 SEPTEMBER, 1997
Flattop Technical Services
14530 Echo Street, Anchorage, AK 99516
Phone (907) 345-1355
Lot 23B Carhart S/I)
3231 East 142"4 Avenue
Holding tank installation
Specifications
1.0 General:
1.1 The scope oftbe project consistsofabandonment ofanexisting 1000gallon septio tank and
installation ora new 4000 gallon holding tank with a high level alarm system.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform to Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved aRer settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading
after the soil is compacted, as well as placement oftopsoil and reseeding all areas disturbed by the
construction.
2.0 Holding Tank:
2.1 The existing septic tank must be properly abandoned by thoroughly pumping, removing the top
and backfilling with soil.
2.2 The new 4000 gallon Municipally approved holding tank shall be installed in the approximate
location shown on the site plan. )'he tank shall be'set level on undisturbed soil and buried a mini.mum of
5 feet below final ground le-vel~ prevent flotation. While a significant quantity of groundwater ~s not
anticipated in the area of proposed installation based on the soil test results, the contractor should be
prepared to de-water the excavation if necessary.
2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall' have a minimum slope of 1/4'" per foot. A double
cleanout should be installed at the point where the new waste line extension ties into the existing waste
line coming from the house, if no foundation cleanout exists.
2.4 The holding tank shall be equipped with a low voltage, high level float which triggers an
approved visible and audible alarm mounted inside the residence. The float shall be positioned to
trigger the alarm when the fluid depth is approximately 57 inches above the bottom of the tank, thereby
leaving 600 - 800 gallons ofcapacity remaining in the tank at the time the alarm first sounds.
3.0 Inspections:
5.1 Atotal of 3 engineering inspections will be required during the course ofthe project: (1)initial
stakeout with the contractor to establish the location of the system and to discuss the plans,
specifications and construction procedures, (2) after the tank has been set in the excavation and the
piping connected and alarm float installed, but prior to backfill, and (3) after final backfill and grading is
complete.
5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
ITEST HOLE # 'I I
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: Lot 23B Carhart
DATE PERFORMED: May 8, 1997
PERFORMED FOR: Mary Penzenik
DEFTH -- Pt.
(feet)
8-
9-
10-
11-
12-
13-
14-
15-
COMMENTS:
Depth ~o Groundwater Date
Water @ 4' 5/8197
-W~t ~"(~13" bgl. 5/~9/97
Water (E~ 30" b.~3 I. 9112/97
SLOPE SITE PLAN
ML Gray/brown gravelly si~t
Wet
GP/GM Si~ sandy gravel
Clean, black, saturated
Date Reading Clock Net 13me Percometer Net Drop
~me (minutes) Reading (inches)
PERCOLATION RATE (minutes/Inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FTAND FT
No perc test could be conducted of the GP/GM sb'atum due to its saturated condi~on~ however based on the ability cf water to
flow through ~ the stTatum should perc at < 1 minute/inch.
PERFORMED BY FLATTOP TECHNICAL SERWCES. I ~7'_e.~ ~ CERT1FY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ ~/~' ~' / ~ 7
TEST HOLE # 2
LEGAL DESCRIPTION:
DATE PERFORMED:
PERFORMED FOR:
DEPTH
(feet)
3-
4-
5
6-
11
12
15-
16-
17-
18-
19-
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 23B Carhart
May8, 1997
Mary Petlzenik
Pt
SLOPE
ML Brown sandy silt
GP/GM Wet a[tty gravel
ML Silt
B.H.
Depth to Groundwater Date
Water ~ 35' 5~8~97
SITE PLAN
Date Reading Clock Net Time Percometer Net D~op
Time (minutes) Reading 0riches)
PERCOLATiON RATE
(mlnutea/inch) PERC HOLE DIAMETER
TEST RUN BETV~EEN FTAND FT
COMMENTS: No monitor tube set as soils are less suitable Ran tflose encountered in T.H #1.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~:~'~,~ ~ CERTIFY THATTHIS TESTWAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ / ~_ z/,/~ ~,
ITESTHOLE#3
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: Lot 23B Carhart
DATE PERFORMED: May 8. 1997
PERFORMED FOR: Mary Penzenik
DEPTH Pt
(feet) ML Si~t
1- Pt
2-
ML Gray sandy silt
Wet
3-
4-
GPIGM Black silty sandy gravel
5 saturated, many boulders
12-
13-
14-
15-
16-
COMMEN'r~:
MLGray$ilt
SLOPE
I:
SITE PLAN
Depth to Groundwater Date
Water ~ 4' 518197
Date Reading Clock Net Time Percometor Net Drop
Time (minute~) Reading (Inchee)
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
No monitor tube set, Soils not suitable for on-s~te so~ absorption $~tem.
PERFORMEOBY FLATrOPTECHNICALSERVlCES. I.~.~ ~ CERTIFYTHATTHISTESTWAS PERFORMED iN
ACCORDANCE WFI'H ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
ITESTHOLE#4
LEGAL DESCRIPTION:
DATE PERFORMED:.,
PERFORMED FOR:
DEPTH
(feet) Pt.
1-
2-
9-
10-
16-
17-
18-
COMMENTS:
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 238 Carhart
MayS, 1997
Mary Penzenik
SLOPE
ML Gray/brown gravelly
sandy si~t
w~ cobbles
dense, hard digging
Depth to Groundwater Date
No fl'ce water 5~8~97
-~JS" b.o I, 5/19/97
'--Water ~60" b.gl. 9/'J2/97
SITE PLAN
I D ere Reading Clock Net Time Percometer Net Drop
Time (mtnute~) Reading (inche~)
518 12" Pre-soak 11:37 27 1/2
3:08 221 26 314 3/4
PERCOLATION RATE >>60 (minute~Inch) PERC HOLE DIAMETER
TESTRUN BE1VVEEN 3,75 FTAND 425 FT
This silt sb'atum does not perc at a fast enough rate to allow const~.~c'don of a soil absorption system.
PERFORMED BY FLATTOP TECHNICAL SERWCES, I ._~-~-~ ~ CERTiFY THATTHIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEMNES IN EFFECT ON THiS DATE. DATE:
, ff--~ MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
O~J-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAM;
LEGAL DESCRIPTION
Liq, capacity in gallons Inside length Width
~ OOO IF HOME.DE: --
DISTANCE TO: Well DweUing PERMIT NO.
~i No'oflin" + Length°feachlin'~' Tolallengthofline,5~/ Trenc~width --
: Top of tile to finish grade +1 Materiel ~neath tile Total ef,.tive aborn g~
OTHER
PERMIT NO:
DATE ISSUED:
AF'PL~OANT:
ADDRESS:
CONTACT PHONE:
MUNI C ~I~AL ITY OF ANCi~gRAGE
DEPARTMENT · HEALTH AND ENVIRONMENTAL ROTECTION
825 L STREET, ANCHORAGE, AK 9~501
264-4720
ON--S I TI:- SEIIIER
860414 ENGINEERED DESIGN
11105/86 ~~)
MARY JENNINGS
2220 E. 88TH. AVE.
ANCHORAGE, AK 99507
549-6451
'LEGAL DESCRiF':
LOT SIZE:
SUBDIVISION: CARHART
SECTION: 55 TOWNSHIP:
49665 (SO.F1. OR ACRES)
LOT: 25B BLOCK: NA
RANGE: 5W
I certify that:
1. I am familiar with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage (MOA) and the State of Alaska.
2. I will install the system in accordance with all MOA codes and regulations,
and in compliance with the ~esign criteria of this permit.
5. I will adhere to all MOA and State of Alaska requirements fop.the set back
distances from any existing well, wastewater disposal system or public
sewerage system on this or any adjacmnt or nearby lot.
LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES,
(1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS
(5) THE
IF A
THEN
WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND
ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN.
SIGNED DATE:
APPLICANT: MARY JENNINGS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
· - ..;~ .,L (ENGINEER'S SEAL)
~.: II.. :,t/. ~:.1,~...:'...:'."~
DATE P E R FORM E D: ~ 0'./~/~-. 'O,e~,:..
Township, Range, Section: IoJz'~j~o
1
2
3
4
5-
6-
7
8
9
10
11
12-
13-
14-
15-
16.
17
18
19
20-
SLOPE SITE PLAN
III
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Oepth to waer A~er
Monitoring? 8. ~ /
Reading Date
, oki i ,
0,,,=,o/ /~,1 I ~ ~// I I I I I
Gross Net
Time Time
Depth to
Water
Net
Drop
'70
PERCOLATION RATE ~ (m~nuteshnch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~'~ FTAND /~ FT
PERFORMED BY; ~--~'-~ V~ ~1 ~,~ CERTIFY 'HAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE A~UNIClPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /0/~ ~
72~ (R~. 41~j /
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC251085
Parcel ID 018 -191-21 Expiration Date: 1y3 /2
Legal description CARHART LT 23B
site address 3280 DE ARMOUN RD
Current property owner(s) EASLER RYAN EVERETT &
X The On-site system(s) is/are approved for 2 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
The owners are put on notice that the shed, fence, or other structure is
an unpermitted encroachment into the Utility, Public Use, or Drainage
Easement, and ROW is not enforcina it at this time. Should the
encroaching item(s) need moving or -the owners want to replace them,
the final location needs to be out of the easement.
By:LZ Original Certificate Date: 4/1/2025
This Certificate t?rf'Site Systems Approval (COSA) is intended to demonstrate the subject
systems) is/areubstantial compliance with municipal code. The Municipality of Anchorage,
Development Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist
Absorption Field Advisory
Tank Age Advisory
Other
X
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
MUNICIPALITY OF ANCHORAGE
Development Services Department
Phone 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 018-191-21
Complete legal description Carhart Lot 2313
Location (site address) 3280 De Armoun Rd.
Current property owner(s) Ryan & Phillip Easler Day phone
2. ON-SITE SYSTEMS SIZED FOR 2 BEDROOMS
3. TYPE OF WATER SUPPLY: F,-/] Private Well r_1 Private Well serving 2 dwelling units
F1 Private Well serving 3+ dwelling units R Community Well or Public
R Water Storage
4. TYPE OF WASTEWATER DISPOSAL: EJ Private Septic ❑ Private Septic serving 2 dwelling units
0 Holding Tank El Community Septic or Public Sewer
5. SEPTIC TANK: kZ Steel R Plastic E] Concrete R Fiberglass
Age 27 - See advisory if steel older than 20 years
6. ABSORPTION FIELD:E] AWWTS E] Bed E] Deep Trench F-1 Wide Trench El Seepage Pit
Waiver request for:
Expedited review requested: F]
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ Waiver Fee $
Date of Payment Date of Payment
COSA # ()SC- Ls- o s � Waiver #
COSA Application—June 2022
Carhart Lot 23B 018-191-21
Unk Unk
50
2/24/25
4.2
NA
28 2/14/25
Arcterra Consulting
**
**Holding tank
1/23/25
*40+
* Per approved MOA documents
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations.
The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The
flow and absorption rates may change due to subsurface conditions that may not be observed from the
surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year
and the water usage of the family being served by the system. The operational life of all well and septic
systems are subject to these various and dynamic characteristics and are outside the control of the evaluator
of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will
function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
Arcterra Consulting
Kenneth Duffus
(907)-696-6111
NA
NA
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT f l 907-343-7904
Cin -Site dilater and Wastewater Section:/ Fax: 343-7997
www.muni.orgjonsite
Septic Tank Advisory
Certificate of On -Site Systems Approval # OSC251085
Subdivision: Carhart Block: , Lot: 23B
The septic tank for this property is 27 years old. The average life of an asphalt
coated steel septic tank is 20 years. Typical replacement costs are $15,000 or more,
not including engineering, surveying, MOA permitting fees or site restoration.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
This is an example of what the metal of a 30 year old steel tank MAY look like.
�. Mailing Address P o Bax,196650* Anchorage; A7aska,995i9 665Q * wuuw muni org
N 89 57'30 W 164.88
EAST 142ND A VENUE
OF q jq�;4p
CO '49
r SHANE A. HOLT...'
p LS -6914 0`
Q�a o
�Arofessiona� foa
o
���D000��
THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY
CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS
NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES.
EASEMENTS OF RECORD OR OTHER RIGHTS OF WAY, OR ANY ENTITY NOT ON THE RECORD PLAT
ARE NOT SHOWN HEREON, UNLESS NOTED.
NOTE. FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS.
ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE.
ONLY VISIBLE IMPROVEMENTS ARE SHOWN HEREON
• SEWER SYSTEM PIPE
SURVEY ORDERED : MARCH 24 2025
'ERMIT
2006-085584-0
THESURVEYDATA AND MEASUREMENTS HEREONAREPREPARED FOR THE
OWNER OF RECORD AS OF THE DATE OF THIS SURVEY.
ANY USE OF THIS DRAWING BY THIRD PARTIES IS PROHIBITED UNLESS
WRITTEN PERMISSION IS PROVIDED.
AS-BUILTSURVEY I" =301
NO CORNERS SET THIS DATE
I HEREBY CERTIFY THA T I HA VE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
LOT 23 B CARHARTSUB. (PLAT 76-243)
A NCHORA GE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS SITUA TED THEREON ARE WITHIN
THEPROPERTYLINESANDNO VISIBLEENCROACHMENTS
EXIST OTHER THAN NOTED.
DA TED ATANCHORAGEA LASKA THIS 26TH DAY OF
MARCH 2025
HOLT LAND SURVEYING
9309 GROVER DRIVE
16228 240-67 ANCHORAGE,AK 99507
223-8615
POWERING ALASKA'S FUTURE
CHUGACH ELECTRIC ASSOCIATION, INC.
Anchorage, Alaska
March 31, 2025
To: Municipality of Anchorage
From: Cynthia Coughlin, Manager, Land Services
Subject: Lot 23 B, Carhart Subdivision, Plat 76-243
Grid: SW3034, Map G-3034, MOA ID#018-191-21-000
Please find that CEA has no use of easement located in the North 1 Oft of Lot 23B
Carhart Subdivision, Plat 76-243. The attached As -Built Survey dated March 26th, 2025
shows a single-family home, deck, addition to home and well encroaching respectively into
the easement.
Previous CEA Memo Letter dated March 29, 1982, for the subject lot stated that the
easement the house is encroaching upon is not being used nor was it anticipated to be
used by CEA.
Attachments:
CEA Grid Map
As -built Survey Dated 3/26/2025
CEA letter dated March 29, 1982
Plat 76-243
Previous Encroachment Permit 2006-085584-0, Dated 12/20/2006
Chugach Electric Association, Inc.
5601 Electron Drive, PO. Box 196300, Anchorage, Alaska 99519-6300 • (907) 563-7494 Fax (907) 562-0027 • (800) 478-7494
www.chugachelectric com 0 info@chugocheleclric com
K6
FROM:
SUBJECT:
n:lls mdataleasem o d12 28122 8 898 .T F
Iplil IIl ! IIIII IIIII IIIII IIIII Iill 1111
293014
CHUGACH ELECTRIC ASOCIAT ION, INC.
Anchorage, Alaska
March 29, 1982
Jim Topolski, dight -6f -Way Agent
Ted Wellman, Division Manager - E e trical Engineerin
John Marshall, Planning Engineer
James B. Wilson, Design Engineer
Encroachment Agreement for Lot 23B,
Carhart Subdivision - -
The subject request -was investigated March 26, 1982, and involves
a garage and house sitting 4' and 9'.respectively into existing
utility easements (see map)_.
The facilities in the easement consist of an overhead single-phase
primary line along the south property line.where the garage is
encroaching, and nofacil.tles along the north property line where
the house is located.
After reviewing the area and available'facilities,- it does not
appear Chugach Electric Association will utilize -the -easement for
expansion.
The encroachment of the garagd'_on,the south property line will not
l
cause a problem (see -diagram) as ong as the garage,remains a single
story. It is recommended' -that" aic-"encroachment be granted.
The easement that the -house is encroaching -on is not_ being used,
nor is it anticipated to be used, it is recommended that we vacate
the easement.
Attachments
JBW/ j ag • -
_.�-.moi. .-..�. .... ..
-
12/13/2006 12:42 n:lismdataleasemod12281228898.TIF
MUNICIPAMTY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
LoT' c. AP AC"F
Location (address or directions)
(b) Applicant Name ~P/~'.~N~[~'~5 Telephone: Home
Applicant Addre~ , ~E ~
(c)
Business
Applicant is (check one): Lending Institution []; Owner/builder~'; Buyer []; Ot~er [] (explain);
(d) Lending Institution
Address
(e)
(f)
Telephone
Real Estate Company and Agent
Address
Telephone ,
Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family'~ Multi-Family []
Number of Bedrooms ~J~'
Other
WATER SUPPLY
Well~ Community I-I Public []
Individual
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
· Onsite~ Public[] Community[] Holding Tank[]
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
ENGli'JEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verif that m investi ation f hi ° "
Y Y g O t sHealth
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is in compliance with ali Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm.
Address .
Date
DHEP APPROVAL
Approved for ~*t~.. bedrooms by
Approved / Disapproved
Terms of Conditional Approval
Date
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
: Page 2 of 2 ~ ,J I
~'~ · O~ A1,,tCHo~AG~'
i,~,jt, ttCt~'.~_[l~.,~ Hg~,t.l~ & - MUNICIPALITY OF ANCHORAGE (MOA)
'~. ~t4~N. l,~,olf, clIoN HEALTH AUTHORITY APPROVAL (HAA)
~,~0~ ~' ~ ~'' CHECKLIST o FEBRUARY 1984'
264-4744
WELL DATA
/~J ~J~a'l"'E" If A, B, C, D. EC. Approved (Y/N) .
Well Log Present (Y/N}.)"JO Date Completed" L//v'~'$0,SO/~t ' :.' '
Total Depth /(JOt.+. Cased to
Static Water Level ,~ I,
Casing Height Above Ground ../..
Electrical Wiring in Conduit (Y/N)
Separation 'Distances from Well:
Yield
Depth of Grouting
Pump Set At
Sanitary Seal on Ca;in~ (Y/N)
Depression Around Wellhead (Y/N)
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest· Public Sewer Une
CleanouVManhole
'~ ; On Adjoining Lots
IO~I ' ' ; On Adjoining Lots d- Joot
To Nearest Public Sewe~ - ' r
To Nearest Sewer Sen/ice Line on Lot ~ [0
Water Sample Collected by ~:~'F '* ,J~/E'~ : Date '~' ~7//~'/~.~
Water Sample Test Results
Comments ~
B. SEPTIC/HOLDING TANK DATA
Date Installed JJl I~[(~
Standpipes (Y/N) ~'"~ (~'~
Depression over Tank {Y/N)
Size 1000~'3~ No. of Compartments ~
Air-tight Caps (Y/N) ,~J~'~ Foundation Cleanout (Y/N) ~.JO
{~0 Date Last Pumped ~ ,~}z~'~y[
; for
Temporary Holding Tank Permit (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line ~ ,.f..,~'t
To Water Main/Service Line '~']0
Comments
To Building Foundation.
To Disposal Field -'
To Stream, Pond, L~ke, or Major Drainage
Page I of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date InstaUed ttll~/~:~I
Width of Field ~"~' -
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
,, 05'r
To Water-Supply Well
To Building Foundation
Lot
To Water Main/Service Line
To Stream/Pond/La'ke/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
~ Type of System Design '
Length of Fie~d ~:1., r
Depth of Field [ ~/i , ·
Gravel Bed Thickness ~ -'~ '
Standpipes Present (YIN)
Date of Last Adequacy Test
To Prope~y Line
To ~isting or Abandoned System on
; On Adjoining Lots ' '
To Cutbank (if present) ~
~O0~
Date Installed
Size in Gallons
'Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
. Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Receipt No.
Date of Payment
Amount: $
Page 2 of 2
72-026 IRev 8'86~ B~ck
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
GENERAL INFORMATION
(a)
(b)
(c)
(d)
(e)
Application Date
Lending Institution Telephone
Address
Real Estate Company and Agent ,
Address
Legal Description (include lot, block, subdivision, section, Iow. nship, range)
Location (address or directions)
{ ~E',"J ~ ~ (..~
Applicant Name
Applicant Address ~.,o~, ~
Applicant is (check one): Lending Institution []; Owner/builder Buyer []; Other I-1 (e,xplain);
(f)
Telephone
Mail the HAA to the following address:
· TYPE OF RESIDENCE
Single-Family, S' Multi-Family[]
Number of Bedrooms /'
Other
WATER SUPPLY
Individual Well [~ Community [] Public I"1
Note: If community well system, must have written confirmat on from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite~ Public[] Community[] Holding Tank []
Note: If comm unity well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2
ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As
certified
by
my seal affixed hereto and as of the validation shown below, I verify that my investigation of t~is Healtl~
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequa;e
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Address ~ ~ ~ ,,~'~- ~,4~J,/~/~_/7/
· //lllll
DHEP APPROVAL
Approved for
Approved
Terms of Conditional Approval
bedrooms b y ,,~--~"~
Disapproved
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority.
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a cerlificate is issued. The Municipality of Anchorage is not responsible for er[om or omissions in the
professional engineer's work.
Page 2 of 2
72-025 (11~4)
MUNICIPALITY OF ANCHORAGE (MO~i
HEALTH AUTHORITY APPROVAL (HAA)
~t~ ~CKLIST - FEBRUARY 1984
2~.~ ~720
Well Classification~VA- If A, B, C, D.E.C. Approved (Y/N)
Well Log .--~--~--~Date ¢ ' ' ~ / F'~e' .,~
Present (Y/N) ,,ompleted ,,~o~ ~.) ~ Yield
Total Depth ~ Cased to · I--~-~' ~75 , ·
~ .'w' Depth of Grouting .
Static Water Level ~ ~ Pump Set At
Casing Height Above Ground ~.'t*,~ Sanitary Seal on Casing (Y/N)
Electrical Wiring in Conduit (Y/N) ~J Depression Around Wellhead (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot ~ .,'~----'~'~~ i . ; On Adjoining Lots
To Nearest Edge of Absorption Fielok'e~3~~; On Adjoining Lots t
To Nearest Public Sewer Line ,"..J,,/,'~, \__/ To Nearest Public Sewer
Cleanout/Manhole ~'~,//,"f ,., To Nearest Sewe~Service Line .o~n Lot
Water Sample Collected by ~ .~'4¢-~,¢~'.~ ~E:~k~. ~,~,//~3...~J; Date_
Water Sample Test Results ~~
Comments ~ ,'~~
B. SEPTIC/HOLDING TANK DATA
Date Installed
Standpipes (Y/N)
Depression over Tank (Y/N)
Size
Air~ Caps (Y/N)
Pumping/Maintenance Contract on File (Y/N) ,~.)
Holding Tank High-Water Alarm (Y/N) ~J/"~/
Separation Distances from .~ _g Tank:
To Water-Supply Well
To Property Line ~ ~
TO Water Main/Service Line ~ '+1~
Course
Comments
No. of Compartments
Foundation Cleanout (Y/N)
ate Last Pumped
," ! -
;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation ~ ~
To Disposal Field (.,),~..~o~J ~
To Stream, Pond, Lake, or Major Drainage
Page 1 of 2
72-026(11184)
C. ABSORPTION FIELD DATA
Soils Rating in Absor~t'a~ ~
W,dth of Field
Squa~ Feet of ~bserption Area
Depression over Field (Y/N) /"J
Type of System~
Length of Field
Depth of Field ·
Gravel ~ ~hickne~
'~t~n~i~ Pre~)
Date of L~t Ad~uacy Test
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well <~"~'.~y" (L.~..,~) TO Property Line
To Building Foundation ~T.,~'l"r-~ (_L,)~ ~J"~ To Existing or Abandoned System on
Lot ~/~-/~'-~,~,~J ; On Adjoining Lots
To Water Main/Service Line ~-'~"~-/- //'c,~v..**Jo,,J...,,~ To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course ,*'J'//~
To Driveway, Parking Area, or Vehicle Storage Area ('..~c-3'f- F"r'
Comments ,~o ['~C.~t:~ .~,~e ~/A/'~,4Z~E'' ~,.~- ~5v,$7~"~. 1.5 ~4Z~'~?~1~
/
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
El e ct ric al C ode s (_~(.T.~ ...~'~"~'~'~
Ce ~.~ ..'"'"
Dimensions
Manhole/Access (Y/N) ~
"Pump ~
.--'""~e nt (y/N)
~ - Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have ch94;ked, v,er.i, fi e~ or conformed to all MOA and HAA guidelines in effect on the date of this inspection. ~'
Si,.,ned'~,z~-/~?~/~"~ -~,,~/~ Date ~/~/~ ~ ~ ~ ~
_
uompany . ~ w,~ ,~u.
Date of Payment ~ ~Z~~~
Amount: $
Page 2 of 2
fi unicipalieYo¥
Anchorage
P,O. BOX 6650
ANCHORAGE, ALASKA 99502-0650
(907) 264.-4111
TONY KNOWLES.
MA YOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
October 23, 1986
Dale Merrill, P.E.
Besse, Epps, and Ports
2220 E. 88th Ave.
Anchorage, Alaska 99507
Dear Mr. Merrill:
Your request for a Health Authority Approval for Lot 23B, Carhart Subdivision '
has been denied. Tests conducted by your office have indicated that the
soil absorption systen is constructed in groundwater. This is a violation
of AMC 15.65.060 which prohibits the use of a soil absorption system within
four feet of the seasonal high ground water table.
This system will have to be upgraded in order to obtain approval from this
office. If you have question regarding this matter please call me at
264-4744.
Sincerely,
Stephen S. Morris
Civil Engineer
On-Site Services
Location:
2220 F~.S~ 88 AVE:~Jm
ANCHORA~, Ali 99507
(907) 34~-64S~
Client's Name:
Address:
Znlr_ial Reading on Metmr:
Rate: o,Cl3 GPH 24-Hour CapacJ. L'y'.lS~,~' C. alJonm
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-06,50
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
PERFORMED FOR:
LEGAL DESCRIPTION:
I
2
3
4
5
6
7
8-
9-
10---
11
13-
14
15
16
17
18
19,
20-
~p
I[%~'. OF HEALTH &
~O~T 2 1 lg86
RECEIVED
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED? ['~"~
s
IF YES, AT WHAT L
DEPTH? ,~.OF¢ O
P
E
A
Reading Date ,G~ -N~ Depth to Net
~ ~ Water Drop
. BESSE, E- S & POTTS
October 21, 1986
Mr. Steve Morris
Municipality of Anchorage
Deparment of Health and
Environmental Protection
825 "L" Street
Anchorage, AK 99501
~"1'. CF HEALTH &
T211986
RECEIVED
Re: Lot 23B, Carhart Subdivision
Dear Steve:
Besse, Epps & Ports conducted an adequacy test oa this lot on
September 19, 1986. The client, Mary Jennings, submitted the
paperwork to your offices on approximately September 26, 1986.
After having reviewed the paparwork and the historical records
(or the lack thereof), you requested further information.
Mike Krieber, of our firm, and you disct~ssed the separatiou
distance b~tween the well a~d the septic system being less
than the current one hundred foot requirement. It w~s
determined that the house and septic system were constructed
in the 1950's and that grandfather rights applied for the
separation distance of less than the current requirement.
Secondly, you requested that we provide information concerning
the groundwater table depth on the lot. ~ October 8, we
attempted to drill a bole to a depth of 17 - 18 feet, the
depth capable with our drill rig. The drill augered to a
depth of eight feet before it ceased operating. Observation
of the soil indicated that it was quite dry. When this was
reported, you requested a deeper hole, and we agreed to get a
backhoe to dig the bole.
On Friday, October 17, after a week of severe storm
conditions, we excavated at the same location as the previous
borings. At a depth of 8.0 feet, water was encountered. A
monitor tube was installed to a depth of 10 feet. The soil
log for the excavatiou is attached. On Monday, October 20,
water was measured at the 8.2 foot level in the monitor tube.
This would indicate that the water encountered during the
excavation was higher than normal because of the heavy
rainstorms.
ENGINEERING, PLANNING, SURVEYING
2220 E. 88th Ave./Anchorage, Alaska ggs07 / Telephone 907-349-6451/344-1352
"Providing a qua/fly persona#zed service to those Dui/ding Alaska's future"
Mr. Steve Morris
Page 2
October 21, 1986
We request that this septic system be regarded as having
grandfather rights for the groundwater table separation
distance requirement of four feet. Our arguments are set
forth below:
1. The system was constructed in the 1950's, and it passed an
adequacy test on September 19, 1986.
2. This system is for a one-bedroom home.
Due to its location on the lot (in the easement), the
Municipality of Anchorage Building Department will not
allow further additions to the house. Therefore, it shall
always resin a one-bedroom house.
In conclusion, because the septic system is performing
adequately for this one-bedroo~ home constructed before
separation distance requirements were established, it should
be granted grandfather status and approved.
smh
N
z.o;
! STORY
LOT
$00.6g'
I0' Ulility Easm't.
N 0o04'57"W 301.01°
~.. ALASKA
NOTE.' NO CORNERS SET THIS DATE
GRID ~0~4
FND. 3"ALUM. MON.
page 22
30'
30'
'
and no ancro~c~me~
date 9-16-76
0.0 ,n,O,q.a
date 9-16-75
· scale !" -. 40 ft
I hereby certHy that I have surveyed
PROPO $ E D
CAt?HAHT SUBD.
and no encraachments exist except as indicated
d~awn ~ E ~. etak checked
