HomeMy WebLinkAboutTRANQUILLITY HEIGHTS BLK 1 LT 35
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: OSP231169
Work Type: Septic Upgrade
Tax Code Number: 01415125000
Site Legal Address: TRANQUILLITY HEIGHTS BLK 1 LT 35 G:2135
Site Mailing Address: 3630 E 72ND AVE, Anchorage
Owner: FEFELOV PETER
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date:
Expiration Date:
stent
'o
J �•
Q
Department
Lot Size in Sq Ft:
Total Bedrooms:
7/13/2023
7/12/2024
8472
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
• Part of the existing trench is to be excavated and back filled in order to maintain a 16' separation between
the old and new fields.
R-eceivM=13r.
Issued By:
Date:
Date: ZZI7lo
r
3
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. 014-151-25
Property owner(s) PETER FEFELOV Day phone
Mailing address 4981 EASTHILL ROAD, HOMER, AK 99603
Site address NHN E 72ND AVENUE, ANCHORAGE
Legal description (Sub'd., Block & Lot) TRANQUILITY HEIGHTS BLOCK 1, LOT 35
Legal description (Township, Range & Section)
Lot Size 8,472 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial ❑ Single Family (SF) 0
(w/wo ADU)
Septic Tank
0
Upgrade El
(D) El
Holding Tank
❑
Renewal ElDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
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.
nature of property owner or authorized agent)
Permit/Rush Fees: 5^ J 3 Waiver Fees:
Date of Payment: L 7 Date of Payment:
Receipt Number: oil e7' 3 Receipt Number:
Permit No. SP 2 / / Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
June 14, 2023
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: TRANQUILLITY HEEIGHTS BLOCK 1, LOT 35
The undocumented septic absorption field will be decommissioned at 16’+ to the
proposed field along with the existing tank and per the owner we request a septic
permit to upgrade the existing septic system on the above referenced lot. We
propose to install a deep trench with an Advantex system to serve the proposed 3-
bedroom residence per the attached design.
The design is based on the test holes conducted on the subject Lot 35 and adjacent
Lot 34 on September 20, 2019. No groundwater was observed at excavation or
monitoring of these test holes. The slopes are moderate at 0-5% at the proposed
upgrade location.
The lot and immediate area are served by private water with no known private
wells within 50’ of the proposed septic system. Correspondence with ADEC indicate
the lots to the south and west are served by private water and there are no known
public water systems. Based on visual observations and review of available
information, the design will not impact any of the neighboring properties. Please
contact us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231169, Deb Wockenfuss, 07/13/23
FIRST WATER CONSULTING
DESIGN CALCS:
NO PRIVATE WELLS
WITHIN 50' OF PROPOSED
SEPTIC SYSTEM
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
STAKE WELL, PROPERTY LINE, ESMTS...
SETBACKS AS REQUIRED OR NEEDED.
TRANQUILLITY HEIGHTS BLOCK 1, LOT 35
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231169, Deb Wockenfuss, 07/13/23
FIRST WATER CONSULTING
DESIGN DETAILS:
TRANQUILLITY HEIGHTS BLOCK 1, LOT 35
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231169, Deb Wockenfuss, 07/13/23
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345-3377 Fax 345-1391
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: TRANQUILITY HEIGHTS B1, L35
PERFORMED BY: FWCS / MNA - I MIKE N. ANDERSON CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 10/1/19
DEPTH
FEET OG
SOILS
1
ORG/OL
2
3
4
5
6
7
8
SM/GM
9
10
11
12
13
14
15
BOH
16
17
18
19
20
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
9/27/19 30 min 61 14/16
61 14/16
61 14/16
PERCOLATION RATE 16 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16 TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 9/27/19
TESTHOLE # 19-1 DATE PERFORMED: 9/20/2019
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: DESMOND & MARY ROONEY
10/1/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231169, Deb Wockenfuss, 07/13/23
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345-3377 Fax 345-1391
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: TRANQUILITY HEIGHTS B1, L34
PERFORMED BY: FWCS / MNA - I MIKE N. ANDERSON CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 10/1/19
DEPTH
FEET OG
SOILS
1
ORG/OL
2
3
4
5
6
7
8
SM/GM
9
10
11
12
13
14
15
BOH
16
17
18
19
20
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
9/27/19 30 min 62 3/16
62 4/16
62 3/16
PERCOLATION RATE 14 (MIN / INCH)
TEST RUN BEWTWEEN 4 & 5 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16 TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 9/27/19
TESTHOLE # 19-2 DATE PERFORMED: 9/20/2019
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: DESMOND & MARY ROONEY
10/1/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231169, Deb Wockenfuss, 07/13/23
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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 c Day of j cc, /r/ of 20,2 -3 , by and between
) ,f h"- Ye re /6 t� , 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 AN ADVANTEX SYSTEM
located at (legal description)
TRANQUILLITY HEIGHTS BLOCK 1, LOT 35
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
VOwner 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.
i
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
_ j� 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
VII
Certificate of On -Site Systems Approval.
f P Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
By: (signature) Date: %r 5 a�
(print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoin instrument was acknowledged before me this � `qday of JO / Y ,
20sa, by e -r EJe)D V
d /,�
Notary Public
NOTARY PUBLIC FOR ALASKA Linda Laframboise
My Commission expires: /J7
State of Alaska
My Commission Expires May 2, 2027
MUNICIPALITY:
By: (signature)
(print name)
Date:
Title:
(rev. 05/18/2018) Page 3 of 3
0 ~ 0 0 0 0 O 0 0 0 0 0
0 cD 0 0 0 ~ 0 0 0 0 0 0
0 0 0 0 0 0 0 0 ~ ~ 0 0 ~
December 29, 1978
#700431
Dave Schwab
4110 D~ Barr Road
Space 23F
Anchorage, Alaska
99504
Subject~ Lot 35 Block 1 Tranquility Heights Subdivision
A permit issued by this department for well and/or
sewer system has expired.
Permits are issued on a calendar year basis, as stated
on tile permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be
sent to this department to document the installation
date.
If there are any further questions, please contact
this office at 264-4720.
Sincerely,
Les N. Buchholz, R. So
Senior Environmental
LNB/ljw
eno: copy of permit
Specialist
RPPL I CANT
LOCRT I ON
LEGAl_
DAVE SCHNRB 4t±0 DEBRRR RD
L.~5 B ± TRANQUILITY HTS SUB L. OT SIZE
8596¢ SFaURRE FEET
TYPE OF SOIL. RRSORBTION SYSTEM IS: TRENCH
MAXIMUH NUMBER OF BEDROOMS
SOIl- RRTING <S6! F"F,-"BR>= iE~O
THE REQUIRED 5IZE OF TME SOIL ABSORPTION SYSTEM IS:
THE I.ENGTH DIMENSION IS I'NE LENGTN (IN FEET> (IF THE TRENCFI OR DRAINFIEL[:',
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE 8ETHEEN TFIE SURF'F~CE OF' THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET>.
THERE IS NO SET NIDI'M FOR TRENCHES.
THE QRRVEL DEPTH IS THE NINIHUH DEPTH OF GRRVEL BETNEEN THE OUTFRLL F'IPE
RND THE BOTTOM OF THE EXCRVRTION (IN FEET).
PERMIT APPLICANT NAS THE RESPONSIBILITY TCJ INFORM THIS DEPRR'I"MENT DURINI.'!i THE
INSTRLLATION INSPECTIONS OF RNY HELLS RDJFtCENT TO THIS PF4OPFR'FY RND THLE
NUMBER OF RESIDENCES THRT I'HE NELL PlILL. SERVE.
BI'~ICKF'ILLING OF aNY SYSTEM ~,wrHou'r FIIqRL INSPECTION RND RPPF~OViRL. B"r' TMIS
DEF'RRTMENT WILL GE SUi~JECT TO PROSECLrrlON.
MINiP1UM DISTANCE BETI4EEN A NELL AND AMY ON-SITE SENRQE DI:-T',POSRL SYSTEM Is
:L0o F"EET FOR A PRIVATE NELLJ OR
.150 'fO 2~10 FEET FROM FI PUBLIC NELL DEPENDING UPON THE TYPE: OF PUE:LIC HEL.L..
NELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DF_.PFIRTMENT I,flTM'.£N 3~ DF¥¢S
OF' THE NELL COMPLETION.
OTHER REQ-.UIREMENTS MAY APPLY. SPECIFICRTION~ RND CONSTRUCTION DIFtGRfqNS FiRE
R',/AILABLE TO INSURE PROF'ER INSTALLATION.
I CERTIFY TtiRT
:1.: I AFl FAI'IlLIRR NI'FH THE REQUIREMENI'S FOR ON-SITE SENERS RND HELLS AS SET
FORTN 8Y THE MUNICIPRLI'FY OF RNCHORRGE.
2: I HILL INSTRLL THE SYSTEId IN ACCORDANCE I,IITFI TFtE CODES.
3: I UNDERSTRND THRT THIE ON-SITE SENER SYSTEbl MRY REQLIIRE ENLARGEFIENT IF THE
RESIDENCE IS REMODELED 'FO INCLUDE MORE THAN 3 BEDROOMS.
RPPL~CRNT DRVE SCHNRB
LOCATION SKETCH
LOT 35, Block 1,
Tranquility freights
Subdivision
_ 50'
60 ' 'T. Il o
Not to Scale
Distances shown are approximate and
]]ave not been measured by surveying
methods.
TEST HOLE LOG
Scale: 1"=3' 0.0'
ORGANIC LAYER
0.5'
SILT U/SO,rE SAND (~U,)
Trace Organic tlaterial
Tail, tiois t
3.0'
GRAVELLY SAND %1/S0~
SILT (S~)
Tail, S].ightly ~oist 5.0'
GRAVEL U/SOHE Sk~ID &
SILT, (Gtl)
Tan
7o0I
SANDY G RA~fE, L
to
GRA%q% LLY SA[ID
1
Tan, Slightly t~oist
19'T. D.
This log depicts subsurface soils
ob.qerw~d within the test hole at
the location shown.
Sec! Drawings B-O1 and B-02 for
exD].anatioh of svr,~)ols.
9-20-77
TIME
10:00
10:01
10:02
10:03
10:04
1.0:05
10:06
10:07
10:08
10:09
10:10
10:15
10:20
10:25
10:30
10:40
10:50
11:00
ELAPSED
TI~
1
2
3
4
5
6
7
8
9
10
15
2O
25
3O
4O
50
6O
TABLE 1
PERCOLATION TEST
DAW SCIIWAB
R & M NO. 751229
INCHES
9
12
15
16 3/4
19 3/4
21
22 1/4
23 1/2
24 1/2
25 1/~
25 3/4
28 1/4
29 1/2
30 1/2
31 3/4
33 1/2
35 1/2
36 1/2
DROP IM INCIIES
0
3
3
i 3/4
3
1 1/4
1 1/4
I 1/4
1
3/4
1/2
2 1/2
1 1/4
1
i 314
2
1
27 1/2 Inches Total D~
2.17 Minutes Per
September 21, 1977 .
R&M No. 75].229
Dave Schwsb
4110 DeBarr Space 23F
Anchorage, Alaska
subject: Soil Investigation for Sanitary Sewer System, I~t 35, Block 1,
Tranquility Heights Subdivision, Anchorage, Alaska
Dear Mr. Schwab:
At your request of August 25, 1977, we conducted a subs[~faee soils
investigation at the proposed location of the sanitary sewer system on
tile subject lot. The investigation complied with those procedures
required by the Municipality of Anchorage, Department of Health and
Environmental Protection.
This investigation, which was accomplished on Septen~er 19, consisted of
a test hole drilled to a depth of 19 feet below the existing ground
surface. The test hole was sited according to your instructions ~]d its
location is shown in attached Drawing A-01. Drilling was accomplished
with a rotary drill rig using continuous flight solid-stem auger with au
outside diameter of 6 inches. A sample was taken at the depth shown on
the soils log in Drawing A-01. The sample will be held in storage at
our lab for approximately six months. In addition, all material brought
to the surface by the augers was conti~luously monitered by ~l experienced
engineering geologist.
The topography at the drilling site is generally horizoatal. At the time
of the investigation the site had original vegetation consisting of
small spruce and birch, and sparse m%derbrush. The top of the test hole
was located at original ground surface.
The soils encountered in the bore hole are sho%~l in the test hole log in
Drawing A-01. The symbols used in Drawing A-01 are explained in Drawings
B-01 and B-02. This log displays specific conditions encountered at the
test location. However, s~surface conditions may vary in other parts
of the lot without any apparent surficial evidence ef the change.
Groundwater was not encountered in the test hole. Bedrock was not
encountered. At the time the hole was drilled seasonal frost was not
present and permafrost was not encountered.
A percolation test was performed within tile bore hole at the depth shoYm
in the attached Table 1. Ali. depths were measured from the top of the
hole. The data in Table 1 show average infiltration from the depths
indicated to tbe bottom of the hele. The measured percelation rate was
2.17 minutes ]per inch.
We appreciate this opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can be of
additional service.
Very truly yours,
R & M CONSULTANTS, INC.
~t~e~t~
Head, Earth Science Department
Drawings A-01, B-01, B--02, Table 1