HomeMy WebLinkAboutEAGLE CREST #1 TR A LT 70
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241308
Work Type: Septic Upgrade
Tax Code Number: 05030421000
Site Legal Address: EAGLE CREST #1 TR A LT 70 G:0055
Site Mailing Address: 19214 FIRST ST, Eagle River
Owner: GLEASON ROBERT RAYMOND & MARY
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
10/2/2024
10/2/2025
11051
Z Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: ( �`��-� F� 4 oc LS Date:
Issued By: Date: AD �'
3
MUNICIPALITY OF
Community Development Department"
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-304-21
Property owner(s) Robert Gleason/Mary Ayoette Gleason Trust Day phone
Mailing address PO BOX 772524, Eagle River, AK 99577
Site address 19214 First St, Eagle River, AK 99577
Legal description (Sub'd., Block & Lot) Eagle Crest #1 Tract A Lot 70
Legal description (Township, Range & Section)
Lot Size 11,051 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field FX
Initial
Single Family (SF) ❑X
(w/wo ADU)
Septic Tank M
Upgrade RX
Duplex (D) ❑
Holding Tank ❑
Renewal ❑
Multiple Dwellings ❑
Privy ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Septic Tank to Lot Line
Distance: 0
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:�I�
Date of Payment:
Receipt Number:
PermitNo.
Waiver Fees: -#225
Date of Payment:
Receipt Number:
Waiver No.1%2y
Permit App_.:- :-
September 10, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Eagle Crest #1 Tract A Lot 70 – 19214 First St
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot has a 3-bedroom wastewater system that has reached the end of its life.
We are submitting this permit application for the construction of a new septic system. The attached
site plan identifies the location of the home as well as the proposed new septic location. No
conflicts exist between this proposed system and any other well or septic system, whether on this
lot or adjacent lots.
The ground surface on the lot is generally flat, with mild slope to the west. Contours are shown on
the site plan showing the grade and direction of flow. Stormwater drainage will not impact this
septic system. The new trench will be constructed parallel to the slope as much as possible.
Due to the tiny size of the lot, it is impossible to locate all of the features without any waivers. In
this case, the plumbing exits the home on the west side, where there is also a gravel driveway. In
order to provide separation from the tank to the foundation, and to prevent driving over the tank,
the tank needs to be placed right up against the property line. This is the boundary with the ROW,
and it does not negatively impact any adjacent property. For this reason we are requesting a waiver
for 0’ separation from the tank to the lot line.
Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all
wells and surface water, and more than 5’ away from the septic tank. Please refer to the attached
test hole log, plan and profile pages for the septic design. If this design is followed, there will be
no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241308, Curtis Townsend, 10/02/24
Municipality m t S
P.O. Box 196650 0 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997
http://www.muni.org/Onsite
ServicesDevelopment Division
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV241050 COSA#:
P I D#: 050-304-21
Permit#: OSP241308
Legal Description: EAGLE CREST #1 TR A LT 70
Engineer: Forge engineering
Your request for a waiver of the required feet horizontal separation from the septic tank to the
property line has been approved. The approved separation distance is 0.0 feet.
This waiver approval applies to the proposed septic tank only. Any future upgrade to the on -site
wastewater disposal system will require all separation distances be met or another approval from
this department.
Waiver is Granted: X Waiver is not Granted: n
Date: ✓1 7,v Z i Approved by: V \�
Name of Reviewer
**** VARIANCE/WAIVER REVIEW ****
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=25'
1500-GAL
ADVANTEX TANK
w/ AX20 POD
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
MT
TH#1
EAGLE CREST #1, TRACT A LOT 70
FEET
0 25 50
3-BDRM HOME
SEPTIC PLAN
9/10/24
10' UTILITY EASEMENT
10' UTILITY EASEMENT
DECK
SHED
D
R
I
V
E
W
A
Y
FCO
EXISTING WELL
W/ 50' RADIUS
PUMP VAULT
NEW CAT III 20' LONG x 5' WIDE,
0.5' EFFECTIVE DEPTH
ABSORPTION TRENCH W/ MT
WITHIN 1' FROM TRENCH ENDS
FIRST STREET
CR
E
S
T
V
I
E
W
L
A
N
E
LOCATE/INSTALL
NEW FCO OR 2CO
MT
655 660
665
670
675
≥5'
(PROPERTY
VACANT WITH NO
ONSITE SYSTEMS)
DECOMMISSION
EXISTING
SEEPAGE PIT
DECOMMISSION
EXISTING CONCRETE
SEPTIC TANK
NEIGHBORING WELL
APPROX 50' RADIUS
NEIGHBORING
PROPERTY SERVED
BY PUBLIC WATER
≥0.5'
PROVIDE
LANDSCAPING
ROCKS TO PROTECT
TANK LID FROM
VEHICLE TRAFFIC
PROVIDE LARGE
LANDSCAPING
ROCKS TO PROTECT
TANK LID FROM
VEHICLE TRAFFIC
INSULATE
OUTGOING LINE
WITH 2" FOAM
INSULATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241308, Curtis Townsend, 10/02/24
EAGLE CREST #1, TRACT A LOT 70
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
DRAINFIELD ROCK
6"
3'-6"
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: <1 MIN/IN
APPLICATION RATE: 5 GPD/SF
5-WIDE TRENCH SYSTEM
1500-GAL FAP 2.0 ADVANTEX TANK
BOTTOM OF SAND: 6.5' BELOW GRADE
BOTTOM OF TRENCH: 4.5' BELOW GRADE
FLOW LINE ELEVATION: 4' BELOW GRADE
450 GPD / 5 GPD/SF / 5' WIDE * 1.0 RED FACTOR [0.5 DEEP] = 18.0 LF TRENCH REQUIRED
(20 LF SPECIFIED)
GEOTEXTILE FABRIC
11
4" PVC w/ 20 - 1
8"
ORIFICES EVENLY
SPACED @ 1.0' OC
6"
9/10/24
PROVIDE ADDITIONAL FILL TO
ACCOUNT FOR SETTLEMENT
5'
6"
2'
MOA APPROVED SAND
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241308, Curtis Townsend, 10/02/24
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
0.08
8/29 1
2
3
4
5
6GM (SILTY SANDY GRAVEL)
Professional Engineers Stamp:
NO
Eagle Crest #1 Tract A Lot 70
8/29/24 050-304-21
Teal Heller
12:32 1 0
16
12:32
12:33
12:33
12:34
12:35
2' OB
0:11
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: M. Jakubisin
7 0
16
-
DRY
9/5/24
COMMENTS:
SITE PLAN
6 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
9/10/24
1 0
160:15 7 0
16 6 0
16
1 0
160:16 7 0
16 6 0
16
1 0
160:25 7 0
16 6 0
16
1 0
160:26 7 0
16 6 0
16
1 0
160:30 7 0
16 6 0
16
1 0
160:31 7 0
16 6 0
167 12:35
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241308, Curtis Townsend, 10/02/24
0
N
rn
N
rn
9--
I
I
SEPTIC PIPES
I
Q
1st STREET
' s
j
18.9'
19.5'
DECK
ti N
Z n (A
p CD -1 0
O
EO
L4
a
0
M
12.2' x 16.2' SHED WITH
�RQRCH & CONCRETE FLOOR
10.1' x 12.2' ED
DP WITH DIRT FLOOR'-,
/ \
Lot 70
11,051 s.f.
O Cn m��
O
4.0'K) mDm N t
/ Cn Z, 0 0 �kG can` Lot 69
C M �o
_ yi
Q
' W
to o0
• I 2.8' x 10.0'
IORCH32.6'
WELL HEATING
OIL TANK
II M 10' UTILITY EASEMENTS
M
\ PAVE MENT N 89'56'OO"W 81.90'
\ I Lot 71 I Lot 72 /
I /I
PLOT PLAN AS BUILT _X SCALE 1 " = 30' _ GRID _ NW _0055 _ Project No. J24-1 OV61
P.O. Box 210005
Lang & Associates, i n C Anchorage, Alaska 99521-0005 oo00p
(907) 522-6476 00 4p0
Professional Land Surveyors kenOlangsurvey.com o� OF q� �/Op
jonothanOlongsurvey.com Ova'` •. '' '7S1�o
I hereby certify that I have surveyed the following described property:
LOT 70, TRACT A. FIRST ADDITION TO THE EAGLE CREST SUBDIVISION (Plat No. 63-70) �+ .
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a""" "' """'
representation of the conditions that were found on the date the survey was performed. 0
This survey does not constitute a boundary survey and is subject to any inaccuracies
that a subsequent boundary survey may disclose. The information contained hereonshall ANG�JON WCo
not be used to establish any fence, structure, or other Improvements. O �+� VL"/29�2
Dated this the Tr; Y Da of _ ,� 0 01 �S-9944.••' gJp�
at Anchorage, Alaska Q BAR • • • • • •�FfSSIONA�
44� �o
It is the responsibility of the owner to determine the existence of any easements, �Oppppo�
covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this _ Day of � vn 41- of 20d# , by and between
Aot+ct "a al " aaln IW- , herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as Advantex System
located at (legal description)
Eagle Crest #1, Tract A Lot 70
2. Maintenance, Repairs and Alterations.
er is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfeld
replacement.
(rev. 05/18/2018) Page 1 of 3
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
tAguidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
WWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
ova
By:
ature)
name)
STATE OF AL46ibk-P,
coun+Y- Cpo�. `�'''`m )Ss'
THIRD JUDICIAL DISTRICT )
Date: Z�� a
The foregoing instrument was acknowledged before me thisuE of r
204, by EY'1'C JD ncQV-)
C
NOT RY PUBLIC FOR at ICy)o1 7rNomta'ry
My Commission expires: IA-.3V-aUaW MELISSAMCCABE
Official Seal
Public - State of Illinois
ission Expires Dec 30, 2026
MUNICIPALITY:
By: (signature)
S TV ``'>F: ti, ? (print name)
Date: z y°
Title: (" e V i L- C:'-'4 -(-'_
(rev. 05/18/2018) Page 3 of 3
N°. 274
G~"~ER ANCHORAGE AREA
HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-25H
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
D~STANCE P~OM WELL
LIQUID CAPACITY a-'/~:
~'. · NUMBER OF
MATERIAL .~.,,,.(*.,e~'?,.w~..,~-' 4'"-,P.,~.~/"'~ COMPARTMENTS /
GALLONS. INSIDE LENGTH. /-~'~SIDE WIDTH, ~ DEPIH
SEEPAGE SYSTEM: SEEPAGE PiT:
NUMBER OF PITS J OUTSIDE DIAMETER / OR WIDTH
LINING MATERIAL ~'~t'~/''w~'''''~-~'~ ,,,,(~/,,4/~J" , DISTANCE'FROM WELL ,'~/~"
NEAREST LOT LINE
10TAt EFFECTIVE ABSORPTION AREA jWALL AREA)
., LENGTH /~'"' ~'
, DEPTH
, BUILDING FOUNDATIONff~ ,~
.SQ. FT.
TILE DRAIN FIELD:
~.N RESTLOI LINE
DISTANCE FROM WELl N
NUMBER OF [IN~ DISTANCE BETWEEN LINES iTRENCH WIDTH
ABSORP~AREA SQ. FT. LENGTH OF EACH LINE
DEPIH: TOP OF 1'ILL TO FINISH GRADE
TOTAL LENGTH
., OF LINES.
.DEPTH OF FILTER MATERIAL BENEATH lite IN. ABOVE 11LE
w~'"~"'~'*'~'~ J~' DISTANCE FROM
WELL: TYPE ,,~/~'J~ DEPTH -'~'.-f~ i , BUILDING FOUNDATION.
LOT LINE , SEWER LINE TANK , SYST~
WATER
SAMPLE , NEAREST
, sources
DISTANCES:
,,~.~,,.,_~.
· DIAGRAM OF SYSTEM
DA, E APFROVED
! o*~'.*'~' ' GREATEr'.~NCHORAGE AREA f~.~ROUGH
: .,~ .. IIEALTII DEPARTMENT
327 Eagle St. Anchorage, Alaska 99501 279-2511
NAME OF APPLICANT --~ MAILING ADDRESS.~ ~ ~ ~HONE NO~
BELOW~O BE FILLED OUT BY HEALTH DEPARTMENT
DISTANCES:
,.,:.,-/.
I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code.
INDIVIDUAL StoWAGE AMD WATER FACILITIES
~'~~l~ ~/~lame (Fill out in ~,plica~e)
/ 2. ~'~ of p~ ~gr ' ~ J ~
, de~lp . ~ I ~ {~ . . .'
Ma~e~.Analyaie:
a. 4°
b. Detergent. .
b. DepthS.
c. Casing Size ~/' .
Distance f~3m well to closest exlstlag or proposed:
1. Sewer line
2. Septic tank ~,~/.
3. Seepage Area, .~_~f/ . o
~. Cesspooll / .
5. Proper~y Llne,.,/~
O~her sources of possible contamlnatlon, i.~., creeks, l~kes,
houses, bar~, drainage ditch, etc.
7. Sewa~ disposal system.
b.' ~eptic tank capacity in gallons
c. Mame o~ septic tank
1. If "home made" sbo~ diagram on reverse side of this form.
Dlspoeal ~leld or seepage pit size and _ ~ _
1. Distance to p~oper~/Ain~to house foundation .~
~~_Uf. Percolation Test performed by ,
se cbc reverse .s~de of this for~ to sho~ .dia~ra~. Dla.~ra~ should ~nc~ude
he fo~n~ Ibfor~ation= p~opera:y Lines, .well location, house locatlce~,
· ~v~Lc tank location, disposal at~e location, location of percolation
~ direction of ~round slope.
9. The ]mxfor~a~oo on this form is true and cc~'rect ~o the best of my knowledge.
Signature of Applicant
TO BE ,FILLED OUT BY HEALTH DEPA~Ft,'~ENT PER$ONNI~r.
~e above described sanitary facilities are hereby ~pproved, subject .to the
....... T~l~o~in~ condtttcasi
Conditions:
The above described sanitary facilities are disapproved for the ~ollo~ing
..o CPJ:cw
Red'~r'~ ~'l'dy ~'d, (so ~4S41'47471