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HomeMy WebLinkAboutGREAT LAND ESTATES #3 BLK 4 LT 11
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211058 PID Number: 051-133-28
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade
Name
Theodore Boom
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
19628 Chugach Park Dr, Chugiak, AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-351-2119
4
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
Great Land Estates #3 4 11
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ftz
Ft.
Well
50+*
TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Infiltrator*
Capacity
540, 1530 Gal.
Surface Water
50+*
Material
HDPE
Number of compartments
13 1
Lot Line
5+
NA
Foundation
10+
LIFT STATION
Manufacturer
Capacity
Remarks *AWWTS
Gal.
BioMicrobics BioBarrier 0.5 MBR
Alarm location
Electrical installed by
PIPE MATERIAL House to tank D3034 Tank to
drainfield D3034
Installer
Martin Construction
Drainfield CO/MTD3034
Inspector Crewdson Engineering
BENCH MARK (Assumed elevation) 100 ft
InspectionX51 6-7-21 6-8-21
Location and description
dates:2na
Bottom of siding at "BM"
aro 6-14-21 4'h
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
F A�\
Conditional Approval: Date
pp
,.r'� ••'' �gs'l�l
ni*
•, James A. Crewdson
Septic System
Approve w. j`. Date 7-� Z Z%
C ' 011527 •'��j�
iis�.'• .•�
�\��PROFESS���=
Note: this approval does not include well permit requirements.
kKev uoiuzri u/
SWING TIES (feet)
FC
MH1
S1
MH2
C1
C2
C31
A
B
12.6
2.3
15.2
17.4
14.3
24.9
19.3
24.2
23.2
29.2
23.3
29.8
4.1
1 29.8
�1W&A 1�A-A
NOTES
1. AWWTS: BioMicrobics BioBarrier 0.5 MBR
2. EXISTING DRAINFIELD WAS NOT UPGRADED AND WILL
BE USED AS -IS FOR THE MBR SUBSURFACE DRAIN.
3. BOTH TANKS AND ALL TRANSMISSION PIPES WERE
INSULATED IAW CODE.
4. ELECTRICAL CIRCUIT BREAKER IS IN THE MAIN HOUSE
ELECTRICAL PANEL LOCATED IN THE GARAGE.
rewdson Engineering, LLC
a -;.. F:
PO Box 671389 Chugiak AK 99567 • cellc.1@outic
Cell/Text: 907-280-9493 • Fax: 907-688-2295
LEGEND
AWWTS - advanced wastewater treatment system
BM - bench mark
BR - bedroom
C# - cleanout
EG - existing ground
ELEV - elevation
FC - foundation cleanout
FG - finish grade
IAW - in accordance with
INV - invert
M# - manhole
MBR - membrane bioreactor
SFH - single family home
TOT - top of tank
BEN HMARK
BOTTOM OF SIDING ELEV
ELEV 100' ELEV
FG 101.6'
SETTLING CHAMBER TREATMENT CHAMBER
Infiltrator IM -540 TANK Infiltrator IM -1530 TANK
ELEVATIONS: ELEVATIONS:
TOT 98.4' TOT 98.2'
INLET INV 97.8' INLET INV 97.56'
OUTLET INV 97.6' OUTLET INV 98.4'
PROFILE
NOT TO SCALE
Great Land Estates #3, Block 4, Lot 11
Septic System Inspection Report
Record Drawing
Plan and Profile
Prepared for: Ted Boom Date: 7-2-2021
Permit: OSP211058 Page: 1 of 1
ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR
ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC
of ACq k
..... .. _,a . ....
.. r ... -=- . .
James A. Crewdson
I c' C11527 �A
PROFESIONP�
ALLC #112279
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
P❑ 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: OSP211058
Work Type: SepticTank Upgrade
Tax Code Number: 05113328000
Site Legal Address: GREAT LAND ESTATES #3 BLK 4 LT 11 G:1260
Site Mailing Address: 19628 CHUGACH PARK DR, Chugiak
Owner: BOOM THEODORE J
Design Engineer: CREWDSON ENGINEERING, LLC
This permit is for the construction of:
❑ Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy
Effective Date
Expiration Date:
,»errs
ti°l�
G
Q
v
l]clrtrrment
Lot Size in Sq Ft
Total Bedrooms:
3/39/2021
3/31/2022
128502
❑ 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 AMG 15.65. Provide notification by ca11ing (907) 343-7904 �24J7).
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:
Issued By
Date:
Date: t Z T
4
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 051-133-28
Property owner(s) Theodore Boom Day phone
Mailing address PSC 704 Box 2712, APO, AP 96338
Site address 19628 Chugach Dr., Chugiak, AK 99567
Legal description (Sub'd., Block & Lot) Great Land Estates #3, Block 4, Lot 11
Legal description (Township, Range & Section)
Lot Size 128,502 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑ Initial ❑
Single Family (SF)
(w/wo ADU)
Septic Tank Q Upgrade Q
Duplex (D) ❑
Holding Tank ❑ Renewal ❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: $225 _ Waiver Fees:
Date of Payment: 3 y 1 Date of Payment:
Receipt Number: �2 61 `M o Receipt Number:
Permit No. OSP211058 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
James “Jay” Crewdson, P.E.
Email: CELLC.1@outlook.com
Cell/Text: (907) 280-9493
Fax: (907) 688-2295
PO Box 671389 ● 18368 Amonson Road ● Chugiak, Alaska 99567
March 10, 2021
Onsite Reviewer
Municipality of Anchorage
On-site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99519-6650
Reference: Great Land Estates #3, Block 4, Lot 11
Septic Tank Upgrade
Design Narrative
During the COSA process, the septic system was found in need of a new septic tank and that the drainfield
is undersized for 4 bedrooms. The owner has decided to use advanced wastewater treatment to keep
from having to upgrade the drainfield.
The design proposes to use a BioMicrobics BioBarrier 0.5 MBR advanced wastewater treatment system.
Please see the design sheets for further details.
The house footing drain outfall has been and continues to be dry, i.e.; no observed surface water.
There are no anticipated probable adverse impacts to adjacent properties if the septic system upgrade is
constructed as designed.
Please feel free to contact me if you have any questions.
James “Jay” Crewdson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211058, Deb Wockenfuss, 03/31/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211058, Deb Wockenfuss, 03/31/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211058, Deb Wockenfuss, 03/31/21
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 26 Day of March of 20 21 , by and between
Theodore Boom , 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 BioMicrobics BioBarrier 0.5 MBR
located at (legal description)
Great Land Estates #3, Block 4, Lot 11
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
TJB 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.
TJB 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).
TJB 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.
TJB 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
TJB Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
TJB Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
TJB Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
TJB
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
TJB
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.
TJB 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
(signature) Date:i/G�j���
!'%
(print name)
STATE OF A SKA )
ss. WITH THE US ARMED FORCES
THIRD DICIAL DISTRICT ) at Camp Zama, Japan
The foregoing instrument was acknowledged before me this day of rKm Ch ,
20 z1, by Theodor
NOI-AtY PUB )j IC PMALASKA
My Commission xpires: //\/ Z)
MUNICIPALITY:
By: / �/ (signature)
(print name)
Date: 3i 21
Title:
�Fa §70
NOTARIAL
NOTARIAL POWER
OFA UNITED STATES
CONSULANDO
ANO AR P BLLIC
\FADVCG�
(rev. 05/18/2018) Page 3 of
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
IPHONE .. I ~NEW
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
Well ' Abs o,15ti o~a r, ea Dwelling PER¢~
DISTANCE TO: ~O% 2~ ~0~)~
~Z Manufacturer ~,~ , 5~, '~~ / Material No. of compartments
~ ~ I nsid~ Wid~~ Liquid depth
e Liq. capacity in~allons
/ ~ ~_J IF HOMEMADE:
~ ~ DISTANCE TO: Well ~ / ~ Dwelling PERMITNO.
O Z ~ Manufacturer Material Liquid capacity in gallons
~ NO. of lines ~ Lenath~¢a~ line , Total length o~lines Trench wid~o
.~ ~ Distancebetweenlines/¢/
Top of tile to finish ~ inches
grade ~1 Material beneath tile Total effec~tion area
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ Well Building foundation Nearest lot line
~ DISTANCE TO:
Driller Distance to lot line PERMIT NO.
~ Clas~ ~ ~ ~ pth
~ Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIALS *~ ~
INSTAELER l i /
)3,'::iX i37 I:;!!;78
WAS :[ L.,L.,A
:];¥6.....644/-i..
L. [)'i' '~' "" ':""
P.A X 9,iii.:} F..'E..:) h'1¢f."
GRAVEL.. DE!:P'TH (F:"i"~)
"FOTAL. i}E!]:::"r'H (F"T'~)
GRAVE:L W]:D]]...I (F:']"~)
GRAVEL. L..E]qE.FFH (F::'"I.,".)
GF~AVI?X.. VC:)I....,'..JI"4.,I~ii: (E:U ,, YD!:3
'fAF.q< Si: ZE (GAL..S)
!!!;0 ]: L RAT :[
PERFORMED FOR:
LEGAL DESCRIPTION:
3
4
9
[] SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
p~ U~_ ~.'.~ ~n~"~ .~ ~-~'~ ~t L~L,-' I~ (~.~, DATE PERFORMED:
SLOPE
PERCOLATION
TEST
SITE PLAN
10
11
12
13
14
15
16
17
18
19
20
COMMENTS
a'~, e .7_.' '"
PERFORMED B Y:',7~
72-008 (6/79)
WAS GROUND WATER I (~'~ SL
ENCOUNTERED? ~",~ ,m O
P
IF YES, AT WHAT 4~
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
h
I"
PERCOLATION RATE ~-~ (minutes/inch)
TEST RUN BETWEEN FT AND ~ FT
CERTIFI ~~~_~~/
WATER WELL RECORD '
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOUR.,ES
Division of Geologicol 8~ Geophysicol Surveys
LOCATION OF WELL
(Please complete either la, lb or lc.)
Drilling Permit Ne.
A.D.L. No.
-~. BoroughI Subdivision I Lot IBIock I rl~l.i I/4qlrs.
DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS
Street Address and Area of Well Location
t~. WELL LOS
, _~.. ~ , .
MUNICIPALI
DEPT.
R
16, WATER WELL CONTRACTOR'S CERTIFICATION:
Feet Below
4. WELL.3(~'~ ~'~'} D E p,j~l :ft: ( flncl ) 5.._~ OF_ j (~)CDMPLETI~ON_ ~-~:)--"-~'
6. []Coble tool ~Rotary []Driven [] Dug
E]Auger [~]datted rIBbred . ~]Oth.r:
7. USE:~Domeetic~ J~'Public Supply [] Industry
[] Irrigation [] Recharge [] Commericol
[] TeSt Well [] Other:
8. CASING: [] Threo..~.~d [XWelcled
,,e~,. /4 ,~. ,0.-~5 ,t. Oop,h S,,~kug -.,... ,,.
9. FINISH OF WELL:
Typ~: OJo~eter:
Slot/Mesh Size: Length:.
Set between ft. and
Backfilling Gravel pock
ft.
,o. ST~T,c w*~. LEVEL: ~"'"'P .. p //b/~:
~"Below land. surfaco~ Date
!1. PUMPING LEVEL below lend surface end YIELD
__ft. ofter__.hrs, pumping g.p.m.
I~.GROUTING Well Grouted:I J~,Yes ~ No
MoterJaJ: [] Neat Cement [] Other:
lip
ft. copacity
[] Centrificol [] Other-,
IS, PUMP: (if available)
Length of Drop Pipe
[] Sub.,. [] O.t
15. Water Temperature __o [] F [] C
Top Bottom
(,-; /l
__L'i _ ' '~
/~' _~
~ OF ANQ ORAGE
OF H~LIH
iR 1 819 6--
This well was 'drilled under my jurisdiction and this report is lrue to the best of my knowledge end belief;
Regislerod Business Nome
~d~,.e,~: Tx ~.~::; ~ t:%,-~ .,. _ ?U ;'t n-i'; ';"j2'~
A ufho~[~ed Represe~talivo
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
Parcel I.D. 051-133-28
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Expiration Date: /' 0 — 12- Z/
Great Land Estates #3, Block 4, Lot 11
19628 Chugach Park Dr., Chugiak, AK 99567
Current property owner(s)
Mailing address
Real estate agent
Theodore Boom
Lance Davis
2. TYPE OF DWELLING:
[71 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone 907-351-2119
Day phone 907-229-9466
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
ED
Private Septic
0
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ .550 f Waiver Fee $
Date of Payment Co D Date of Payment
Receipt Number. 96 5 q,55 Receipt Number
COSA # 05C 2-11-34 3 Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) 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 (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Crewdson Engineering LLC Phone 907-280-9493
Address 18368 Amonson Rd., Chugiak, AK 99567
Engineer's Printed Name James Crewdson Date 6-16-2021
FA 1
low
6. DSD SIGNATURE ' j
�� '
� System #1 Approved for bedrooms ��iJ,'•, C11527 •• James A. Crewdson ••�`2`'i
System #2 Approved for bedrooms (t�.11�`���
Disapproved
1��,�OFESS P�
Conditional approval for bedrooms, with the following stipulations:
— (/
�y A �`�'
ZD'
C.D
6yOriginal Certificate Date:_
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
Legal Description: Great Land Estates #3, Block 4, Lot 11
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 1985
Total depth 305 ft
Cased to 305 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA 8-2020
Static water level at beginning of test 88 ft.
Comments
B. TANK DATA
Age of tank(s) New years
Tank type/material Infiltrator HDPE
Measured operating fluid level in septic tank 38
FOR Standpipes/foundation cleanout per record drawing
Date of pumping New tank, not required
D. ABSORPTION FIELD DATA
Parcel ID: 051-133-28
Structure served by this system
Well production at time of test 0.15 gpm
Water storage tank volume 900 gallons
Well disinfected for coliform test? ❑ Yes ❑ No
X❑ Coliform bacteria is Negative
Nitrate 1.80 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L X❑ Arsenic less than MRL (ND)
Collected by Crewdson Engineering
Date of Sample 6-15-21
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
AWWTS: BioMicrobics BioBarrier 0.5 MBR
Which system tested (date installed) 1985 Adequacy test date 8-2020
❑ ALL standpipes present per record drawing Results E] Pass For 4 bedrooms
Total measured depth from grade 8.7 ft (max) Fluid depth prior to test 34* in
Measured depth to pipe invert from grade 4 ft (min) Water added 600+ gal
❑ N/A — pressurized field
New depth 18* in
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective 47 Elapsed time 180 min
FE-1Code-requiredsoil cover over field Final fluid depth 30* in
❑ System presoaked Absorption rate 600+ gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) _
date of test)
Gallons introduced 2000 gallons If yes, enter date
Comments/Deficiencies: *MT does not go to bottom of drainfield measurement is distance below distribution pipe
invert.
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
❑ Yes
if No
Community Sewer Manhole/Cleanout > 100'
❑✓ Yes
if No
ft
0✓ Yes
if No
Neighboring Tank > 100' ❑✓ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑✓ Yes
if No
Absorption Field on Lot > 100' ✓❑ Yes
if No
ft
Holding Tank > 100' ❑✓ Yes
if No
Neighboring Absorption Fields > 100'
if No
ft
Animal Containment > 50' ❑✓ Yes
if No
0 Yes
if No
ft
ft
If septic tank is under driveway
comment below
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' F/� Yes
if No
ft
FZ] Yes
if No
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
❑ Yes
if No
ft
Surface Water > 100'
❑✓ Yes if No_
Property Line > 5'
❑ Yes
if No
ft
Wells on Adjacent Lots:
0 Yes
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100'
Q Yes if No _
Water Main > 10'
ED Yes
if No
ft
Community Wells > 200'
0 Yes if No.
Water Service Line > 10'
❑✓ Yes
if No
ft
If septic tank is under driveway
comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' ❑✓ Yes if No ft If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No 2*
ft
Wells on Adjacent Lots:
Water Main > 10'✓❑
Yes
if No
ft
Private Wells > 100'
Water Service Line > 10'
0 Yes
if No
ft
Community Wells > 200'
Surface Water > 100'✓0
Yes
if No
ft
F. ENGINEER'S COMMENTS
*approved per 1986 and 1993 Health Authority's
G. ENGINEER'S CERTIFICATION
1 certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
ft
ft
ft
ft
ft
ft
ft
ft
❑✓ Yes if No ft
❑✓ Yes if No ft
>%•oo\o\
OF A` Ol
TH
James A. Crewdson.;
g51. C11527 i
Municipality of Anchorage
Development Services Department !R °;: �:_
Building Safety Division RAW .
On -Site Water and Wastewater Program
4700 Elmore Street
P.O. Box 196650 Anchorage, AK 99519-6650
\vww. ci. anchorage. ak.us
(907) 343-7904
Nater Well Advisory
Certificate of On -Site Systems Approval (COSA) 4 OSC211343
During a recent COSA on-site inspection and test of the potable water
supply well on Block 4, Lot 11 of Great Land Estates subdivision, the well's
productivity was determined to be .15 gallons per minute. The minimum
well productivity required by this Department (AMC 15.55) for a 4 -bedroom
residence is .41 gallons per minute. Restriction of non-critical water uses
such as washing cars and watering lawns and gardens may be required.
This advisory must be attached to all copies of the subject Certificate of On -
Site Systems Approval.
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 of 20, by and between
�,C� 0 1herein 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 BioMicrobics Inc. BioBarrier 0.5 MBR
located at (legal description)
Great Land Estates #3, Block 4, Lot 11
2. Maintenance. Repairs and Alterations.
ner is required to read, understand and initial each section)
COO 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.
jOwner 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 I of 3
jC__I
Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
41L) 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 propertywill not occur without a new
Certificate of On -Site Systems Approval.
J 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.
6POwner 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 shallgovern 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:
i
BY (signature) Date
(`C\k (print name)
STATE OF ALASKA )
ss.
THIRD JUDICIAL DISTRICT )
The foregoincy instrument was acknowledged before me this day of tkK-A,
20A, AYPtU-BLIC
(fes
STATE OF ALASKA . °
NOTA FOR ALASKA '^"""' =
NOTARY PUBLIC=�°4�4ab'.
My Commission expires: 'D (� Amber Nicole BrophMz y •°•
My Commission Expires: June 14, 2023
MUNICIPALITY:
r f
BY �.._ t (signature)
nt name)
Date: �" z
Title:
(rev. 05/18/2018) Page 3 of 3
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address
Agent
Address
Day phone
Day phOne
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025(Rev 1/91) Front MOA #21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water suppiy
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 David E. Dayton P.E. Phone
20210 Donalar St,
Address Chu~iak, Alaska 99567
Engineer's signature
DHHS SIGNATURE
Approved for -~
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72~)25 (Rev. 1/91) Back MOA
WATER WELL ADVISQRY,
HEALTH AUTHORITY APPROVAL NO. ~~
During a recent Health Authority Approval on-site inspectio~ and
tes~ of the potab%e water supply well on Lot // Block 7~
of ~L~ ~f~ Subdivision, the well's productivity
was determined to be .33 gallons per minute. The minimum well
productivity required by this deoartment (AMC 15.55) for
a 3 bedroom residence is °3/ gallons per minute.
Although the subject well currently exceeds this minimum
requirement, all parties concerned are advised that the
production capacity of the well may fluctuate. Restriction of
noncritical water uses. such as washing ~ars and wa~er'ing lawns
and gardens may be required.
This advisory must be attached to all copies of the subject
Health Authority Approval.
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: /-// ,~w~ ~ ~/Z~/~t~p ~Z" Parcel I.D.
A. WELL DATA
Well type/2,¢- I ~/,"~ ~r~-
Log present (Y/N) Yg"~
Total depth ~O ~
Sanitary seal (Y/N)
Cased to
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed ~'/f~ JE' ~' Driller P/
Date of test
Static water level
Well flow
Pump level
'5o 5- Casing height
Wires properly protected (Y/N)
FROM WELL LOG AT INSPECTION
g.p.m. '~ g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot io 0+
Absorption field on lot /~ o 4-
Public sewer main
· , On adjacent lots
· On adjacent lots
-~'~ Public sewer manhole/cleanout
Z .~ + Petroleum tank
Sewer service line
WATER SAMPLE RESULTS:
Coliform
Date of sample:
B, SEPTIC/HOLDING TANK DATA
Date installed
Cleanouts (Y/N) ~/~$
Nitrate
Collected by:
High water alarm (Y/N)
Date of pumping
Tank size /O C~ 0 Compartments ~'~
Foundation cleanout (Y/N) Y~'b~ ~ DePression (Y/N)
Alarm tested (Y/N)
,~/ ? /~¢/ Pumper .~,/z¢'5
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot /0 0
To property line /OY'
Surface water/drainage
On adjacent lots /Oo + .Foundation /O ·
Absorption field / c, Water main/service line
/0~ '~
72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed /V'/~
Size in gallons
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N)
"Pump on" level at
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed //'/~%/--¢ ¢-'
Length 2: ~ 'Z:~,-/ '
Width -~o'*
Total absorption area (¢/~ ~
Depression over field (Y/N) A/O
Results (pass/fail) /¢>/¢ --?.5 o¢ zO
Peroxide treatment (past 12 months) (Y/N)
Soil rating /~' '7
Gravel thickness
Cleanouts present (Y/N)
Date of adequacy test
for
System type
~/0" Total depth
bedrooms
If yes, give date '------
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot /0 0'¢' On adjacent lots
To building foundation
On adjacent lots "~ O
Surface water /0(2 '/'
Curtain drain /V/"/~
Property'line
To existing or abandoned system on lot
Cutbank /O o~' Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
Signature
Engineer's Name
Date
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect
'>avid IL Dayton
? ¢..2 ~ 0 Donalar ,St.
:, ~,~,:[c, Alaska 99567
date of this inspection.
HAAFee$ /7~:;>
Date of Payment ,/
Number
Receipt
72-026 (Rev. 3/91) Back MOA 21
Waiver Fee: $
Date of Payment
Receipt Number
O. R. DAYTON, P.E., R.L.S.
~-r~x]~]~]~]Y~ Chugiak, Alaska 99567
20210 Donalar
(907) ~T~Jxx~xt~
696-2417
January 16, 1993
WELL FLOW TEST
Legal Description: Lot 11, Block 4, Greatland Estates
Date of Test: January 15, 1993
Well Depth: 305 ft.
Static Water Level: 80' per log, 169' per test in 1985
Unable to measure this test (probe caught on wires)
Requirements: 450 gallons per day for 3 bedrooms.
Test:
The well was pumped until the "Flow Tech" sensor shut the pump
off at the pump level. The water level in the storage tanks was then
measured.
The level in the tanks was again measured after a timed period.
The water drawn for household use during the test period was metered.
Results:
The well is currently producing at a rate of 471 gallons per day
and is therefore adequate for a 3 bedroom home.
D. R. DAYTON, P.E., R.L.S.
~"~x~7~ Chugiak, Alaska 995~7
20210 Donalar
(907) :~~
696-2417
January 16, 1993
ADEQUACY TEST
Legal Description: Lot 11, Block 4, Greatland Estates
Date of Test: January 14, 1993
Septic Tank: 1000 gallon, 2 compartment tank (DHHS Records
Absorbtion system: 2% ft. x 50 fto x 6'10" effective depth trench (DHHS Records
Soils Rating: 197 sq. ft. per bedroom (DHHS Records
Design flow: 3 bedroom - 450 gallons per day
Test:
Water was injected into the absorbtion system, measuring' volume,
time and level in the absorbtion trench. After injection was stopped,
the level in the absorbtion trench was measured at 15 minute intervals.
The results were plotted on a graph of time vs. gallons absorbed and
the results extended to determine the 24 hr. absorbtion.
Results':
The septic absorbtion system is currently functioning adequately
for a 3 bedroom home.
~,,~,~ MUNICIPALITY 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 A~g~.q~ 4 ~ 1 9;q6
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 11, Blk 4 Greatland Estates T15N RiW Sec.
Location (address or directions)
10
(b) Applicant Name Mike Allen Telephone: Home Business
Applicant Address ?,O, Bo× 775308 gagle Rlver~ AK 99577
(c) Applicant is (check one): Lending Institution []; Owner/builder []; Buyer []; Other [] (explain);
(d) Lending Institution Alaska Mutual Bank
Address Pouch 4-9OO~ Anchorage:
(e) Real Estate Company and Agent N/A
Address
Telephone
Alaska 99509
Telephone
(f)
Mail the HAA to the following address:
fnrwn~d to bank
TYPE OF RESIDENCE
Single-Family[] Multi-Family []
Number of Bedrooms ,~
Other
/i /
WATER SUPPLY
Individual Well [] Community [] Public []
Note: If community well system, must have written confirmation from the State Department of Environ mental Conservation
attesting to the legality and status.
'4.
SEWAGE DISPOSAL
Onsite [] Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environ mental Conservation
attesting to the legality and status.
Page 1 of 2 72-0250u84)
5. ' ENGINEERING FIRM PROVIDIngs/INSPECTIONS, TESTS, FILE SEARCH, D~'~A AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval 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 all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection. 'x'w-i th ya~"i &rices
Name of Firm
Address
Date
EAGLE RIVER ENG!NEEmNC, .~FRVlCES
EAGLE RIVER, AK 99577 ' ~
P, O. BOX 773294
694-.5195
Telephone
DHEP APPROVAL ' /
Approved for '~'~ ' bedrooms by
Approved ' ~ '', Disapproved Conditional
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
72-025 (11/84)
MUNICIPALITY OF ANCHORAGE (MOAT'
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
t
Legal Description: Z,o f
ENVIRONMENTAL PROTECTION
WELL DATA
WeLl Classification /~"~1 ¢''¢/7~ If A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Y/N) )'/ Date Completed -¢"-/4 -.E'~- Yield
Total Depth '~ © -¢'- Cased to q,-.. s~- Depth of Grouting
Static Water Level /~, ~ , /-~¢/~ y~/¢ ~.'-~.,.r,,-3j Pump Set At -~-~ ~'~- /
Casing Height Above Ground /~ /'
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
Sanitary Seal on Casing (Y/N) "~
Depression Around Wellhead (Y/N)
; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by /~, )~-,£,
Water Sample Test Results 5;4~'-¢..¢'
~c- ' ; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date
Comments
13. SEPTIC/HOLDING TANK DAT~
Date Installed
Standpipes (Y/N) /,v Air-tight Caps (Y/N)
Depression over Tank (Y/N) /'//'
Pumping/Maintenance Contract on File (Y/N) /~'//,,4
Holding Tank High-Water Alarm (Y/N) /"//'~
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line "~
To Water Main/Service Line ~/'~
Course ¢-/0o '
Size /'~'~' ..~ ~/' No. of Compartments
Foundation Cleanout (Y/N)
Date Last Pumped "'~"~'
;for
Temporary Holding Tank Permit (Y/N)
/
To Building Foundation / 9'
To Disposal Field ~ /
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72-026(11/84)
ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed
Width of Field ;.~/D /"
Square Feet of Absorption Area o/,~c..~,
Depression over Field (Y/N) /1/'"
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well
To Building Foundation 2~/
Lot
To Water Main/Service Line /-/o /
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments ~ 'Z'~ '/~"¢ ,
Type of System Design
Length of Field ,.-~'-~ / ~
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line ,.~, /
To Existing or Abandoned System on
; On Adjoining Lots ;h,~ /
To Cutbank (if present)
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
22' from leach trench, 2.
3. Trench located on 45%
Page2of2
** Check Permitted Bedroom Rating Against HAA Request ** :~-,~.-~¢~,~,.,~.
I certLfy that have checked ver f ed or conformed to all MOA and NAA a u de nes n effe'~i: ''~ t~ ~at'~;CCf tl~ ~ h.,n~m nn
· ! .. , ~ ~ 'Od, ~,,~ _ .......... ~ ....
S~gned ......7~.~:~:~¢¢.~ Date J~ ~' ,¢'4 :' z:, ,.:~ ,,° ~ _,:, "% ~, '~
Amount (O ) , c. C:, ': ""' **. ' f;' '-S,e'a
· ' . ..... Eng~,e~ e..S I
Sub,lect to approval of follo~in~ var±ations: 1. ?oUndation d.¢ain located
Trench located 2' from north' property line,
slope. See site plan attached.
72-026 (11/84)
Al clko age
P.O. BOX 6650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES.
MA YOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
August 15, 1986
Lou Butera, P.E.
Eagle River Engineering Services
PO Box 196650
Anchorage, Alaska 99567
Subject: Lot 11 Block 4 Greatland Estates Subdivision
Wauver Request, WR86-114
Dear Mr. Butera:
I have reviewed the Health Authority Approval (HAA) request for the
subject lot in light of the non-conformities you have noted in the
septic system. Based on the information you provided, it appears
that the existing system is functioning both effectively and safely
at the present time. You have noted that although certain non-
conformities exist, (excessive slope, property line setbacks,
foundation drain setbacks) none of these non-conformities appear
to be adversel~ affecting the operation of the septic system. For
this reason a HAA has been issued for the subject lot. Please consider
this a waiver of the 10 foot property line setback required to Lot 12
Block 4 Greatland Estates Subdivision.
Sincerely,
Stephen S. Morris
Civil Engineer
On-site Services
SSM/ljw
EAGLE RIVER ENGINEERING
SERVICES
Lou Butera P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 694-5195
August 13, 1986
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, Alaska 99619
kEF: Lot 11, Block 4, Greatland Estates
Dear Mr. Morris,
o I'L"T',Z~N :'0
I am submitting the additional evidence you requested for a health
approval for the above referenced lot.
A water sample was taken from the curtain drain outfall and an
analysis for fecal coliform was reported satisfactory. The elevation
of the curtain drain is reported by the owner to be at the base of the
house footing. This would place the foundation drain tile at a higher
elevation than the leach trench. The installation was completed in
October of 1986, preceding the current Municipal ordinance.
The lot owner on the adjacent lot 12 has signed a statement of non-
objection to allow the leach trench to exist at 2' from the common lot
line. The leach trench exists on an approximate 45% slope. The
possibility of the septic system finding a bedrock layer and seeping to
the surface is remote. Both well logs for lots 11 and 12 (either side
of septic system) show sand and gravel layers to 90' depth. The soil
excavated from the building pad has been placed over the septic system
and downhill a distance of 25' below the 'trench location, adding
additional protection. While there is no immediate health concern,
this statement should in no way relieve the engineering form performing
the initial construction inspection from responsibility for the
longevity of this septic system.
If there are any questions, or if additional information is
required, please feel free to contact me at 694-5195.
Sincerely,
Lou Butera, P.E.
, EAGLE RIVER ENGINEERING SERVI[CES
Lou Butera P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 694-5195
August 6, 1986
Mr. Steve Morris
Civil Engineer, On-site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, Ak 99619
REF: Lot 11, Blk 4, Greatland Estates
Dear Mr. Morris,
On behalf of my client, Mr. Mike Allen, I am applying for a 3
bedroom Health Authority Approval for the above-referenced lot.
My inspection uncovered 3 items that are not in compliance with
current'codes and ordinances~ Th~ house was constructed after the
septic system was- installe~. During house construction, a foundation
drain was placed at a distance of 22' from the leach trench. This
foundation drain is a 4" perforated' pipe with gravel bIknt~et. The
outfall from the foundation drain exits to daylighL 36' from the trench
location, where it continues overland'dd~n a 46%' slope to the west.
This drain was discharging ~ater at the time of inspection. The leach
trench is located 2' from the north lot line a~d is located on a 45%
slope facing west. These problems ar~ brought ~o ~our attentio~ and we
are requesting a determination as to whether any waivers are required
in this case, and if so, for which items. ' If ho further attention is
needed, please process %he Health'Application·
If there are any questions, or if additional information is
required, please feel free to contact me at 694-5195.
Sincerely,
Lou Butera, P.E.