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HomeMy WebLinkAboutROBIN HILL #3 BLK 3 LT 7
®r�*_Municipality of Anchorage
AV
Q�*j On -Site Water and Wastewater Program _
(907) 343-7904 5 f E T Y
Certificate of On -Site Systems Approval
Parcel I.D. 017-394-11
1. GENERAL INFORMATION:
Expiration Date: 0//7AI
Complete legal description ROBIN HILL #3; BLOCK 3, LOT 7
Location (site address) 13001 Mountain Place *Anchorage
Current Property owner(s) Jane Crane Day phone 440-487-9226
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
© Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
5
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver/Variance request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 9_56
Date of Payment.
Receipt Number 06201 G
COSA# 0_f -C_ Z 1 1231
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
H
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.
Name of Firm: Garness Engineering Group Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road Suite 101- Anchorage, Alaska 99507
lu
Engineer's Printed Name: Jeffrey A. Garness Date: -'� -1
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
�0
ooOF
industry practices. The reported results describe the condition of the system/s on the date/s of the o
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or `�L..
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and t 9 V
workmanship),9 Y 9 Y Y. ........... 1 . .............:. �.
and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of (i . •
the well or septic system. GEG makes no representation whether an alternative well or septic system V/ _Z.Je 'r A. crness G
can be installed on the property in the event either of the current systems fail to perform adequately in 019. CE 79 3 p
the future. The content of this report is for the sole benefit of the person/party that retained GEG to `�sfF .;�,IvZ•1 j
perform the evaluation. Reliance upon the information provided in this report by any other person or 10�ed Eo
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right �oresslov�
whatsoever.
#AECC884
6. DSD SIGNATURE
System #1 Approved for _ `' bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the following stipulations:
By: Original Certificate Date: =:0/02-1
The Municipality of Anchoge 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 A Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
0-"
COSA Checklist
Legal Description: ROBIN HILL #3; BLOCK 3, LOT 7
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 6/23/97
Total depth 260 ft
Cased to 260 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 4/15/21
Static water level at beginning of test 215.5 ft
Comments
B. TANK DATA
Age of tank(s) 24 years
Tank type/material 11—TEE
Measured operating fluid level in septic tank
50"
❑ Standpipes/foundation cleanout per record drawing
Date of pumping 4/21/21
D. ABSORPTION FIELD DATA
Parcel ID: 017-394-11
Structure served by this system
Well production at time of test 5,6+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes F No
F Coliform bacteria is Negative
Nitrate 7.61 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L FE -1 Arsenic less than MRL (ND)
Collected by GEG, LTD.
Date of Sample 4/15/21
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments: N/A
Which system tested (date installed) 6/29/97
Adequacy test date 4/15/21
❑® ALL standpipes present per record drawing
Results Q✓ Pass For 5 bedrooms
Total measured depth from grade 11.0 ft (max)
Fluid depth prior to test 28 in
Measured depth to pipe invert from grade 4.16 ft (min)
Water added 860 gal
❑ N/A — pressurized field
New depth 42 in
❑ Monitor tubes go to bottom of effective. If not, state
Elapsed time 120 min
depth into effective 6.25'
❑ Code -required soil cover over field
Final fluid depth 35 in
F1 System presoaked
Absorption rate 750+ gpd
(Required if vacant for greater than 30 days prior to
NONE
Any rejuvenation treatment (past 12 months)
date of test)
N/A
Gallons introduced gallons
If yes, enter date N/A
Comments/Deficiencies: THERE IS A SINGLE PRE -TANK CLEANT OUT & t OF 2 POST TANK CLEANOUTS THAT ARE PRESENT BUT NOT SHOWN ON AS -BUILT SURVEY
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'
Q
Yes
Community Sewer Manhole/Cleanout > 100'
If absorption field is under driveway comment below
M Yes
if No
ft
M Yes
if No ft
Neighboring Tank > 100'
0 Yes
if No
ft
Private Sewer/Septic Line > 25' 0✓ Yes
if No ft
Absorption Field on Lot > 100'
[Z] Yes
if No
ft
Holding Tank > 100' Yes
if No ft
Neighboring Absorption Fields
> 100'
Animal Containment > 50' Yes
if No ft
M Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75'
M Yes
if No
ft
❑✓ Yes
if No ft
From Septic/Holding Tank on Lot to: (Please
enter distances if less than required)
Building Foundations > 10'
❑ Yes
if No
*51+ ft
Surface Water > 100' ®✓ Yes
if No ft
Property Line > 5'
✓/ Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100' Yes
if No ft
Water Main > 10'
Q Yes
if No
ft
Community Wells > 200'[]✓ Yes
if No ft
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'
Q
Yes
if No ft
If absorption field is under driveway comment below
Property Line > 10'
0
Yes
if No ft
Wells on Adjacent Lots:
Water Main > 10'
✓/
Yes
if No ft
Private Wells > 100' Yes if No ft
Water Service Line > 10'
M✓
Yes
if No ft
Community Wells > 200' Yes if No ft
Surface Water > 100'✓0
Yes
if No ft
F. ENGINEER'S COMMENTS
("MET CODE AT TIME OF INSTALL - TANK IS APPROXIMATELY 4 FEET FROM SHED- TANK IS UNDER
DRIVEWAY. A BOULDER WAS PLACED IN THE CENTER OF DRIVING AREA TO BLOCK CARS FROM
PARKING/DRIVING OVER TANK (SEE ATTACHED PHOTOS). SEPTIC SYSTEM IS ADJACENT TO CLASS B WETLANDS.
G. ENGINEER'S CERTIFICATION
I 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
1
#AECC884
eoa
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT 907-343-7904
On-Site Water and Wastewater Section Fax: 343-7997
www.muni.org/onsite
Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org
Nitrate Advisory
Certificate of On-Site Systems Approval # OSC211231
Subdivision: Robin Hill #3, Block: 3, Lot: 7
A water sample revealed a nitrate concentration of 7.61 milligrams per liter (mg/L).
The Environmental Protection Agency (EPA) has established a maximum
contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While
private wells are not subject to this regulation, EPA standards are based on existing
health information and can therefore be used to gauge the relative quality of water
from private wells. Since nitrates are known to slowly increase, we recommend
you monitor the water quality. Please see the attached “Nitrate Fact Sheet” for
important information regarding nitrate.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
GLOT 6LOT 8LOT 20(74-147)LOT 21C(2005-175)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHULOT 7LOT 6BLOCK 4MOUNTAIN PLACE30.0R.O.W.WSSSSSSPAVED DRIVEWAY100' WELL RADIUSN89° 58' 00"E 329.43S00° 03' 14"E 160.00S74° 11' 42"W 268.67L=85.06R=275.00L =1 2 5 .4 1R=2 1 2 .5 2 S00° 02' 00"E 37.62SHED
SPATIO25.372.088.151.167.5GRAVEL PARK
ING 12.216.223.517.09.022.22.611.113.59.3
3.47.32.16.07.316.1
9.212.2
3.213.6 15.121.1
E4.9Lot 7, Block 3Robin Hill Subdivision Unit No. 361,689 Sq. Ft. +/-13001 Mountain Place3 Story Wood Frame HouseWith Attached 3 Car Garage10' UTIL. ESMT.EDGE OF GRAVELPREPARED BY:FRONTIER SURVEYS, LLC650 W. 58th AVE. SUITE E, ANCHORAGE, AK 99518907-460-1686DRAWN BY: CHECKED BY: DATE: SCALE:DRAWING ID: SHEET 1 of 11.Excepting for gross negligence, the liability for this survey shall notexceed the cost of preparing this survey. Dimensions to property linesare plus/minus 0.1ft.2.This document is created by Frontier Surveys for the purpose of an asbuilt survey for Alexandra Donald, only.3.This document is based on Plat No. 74-56, Anchorage RecordingDistrict.General Notes DisclaimerLegend1. This survey complies with the ASPLS Mortgage Location Standards. The survey represents visibleimprovements and conditions at the time of the survey. This document does not constitute a boundarysurvey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is theresponsibility of the Owner to determine the existence of any easements, covenants, or restrictionwhich do no appear on the record plat. Under no circumstances should this document be used forconstruction or for establishing a boundary or fence line.PS1" = 30ft04/20/202121-230KCScale 1" = 30'AN AS-BUILT SURVEY OFLOT 7, BLOCK 3ROBIN HILL SUBDIVISION UNIT NO. 313001 MOUNTAIN PLACECONTAINING: 61,689 Sq. Ft. +/- (RECORD)RECORD PLAT: 74-56Electric MeterSeptic Telephone PoleOHUOver Head UtilitiesSWWater Well ConcreteDeckGas Meter GES
T
A
TEOFALASKA49THROYEVR
U
SDNALLANOISSEFORPDERETSIGERPierre M. StragierNO. LS-98124/21/2021
, ' Municipality of Anchorage Page
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: ...%t~.~ ~.Oocf'~ PID Number: ot--~-
Name: Wastewater System: ~New ~ Upgrade
Phone: No. or, rooms:
~ ~ ~_ /~ ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
Lot; Block: Subdiv~ion: ~ Depth to pipe bo~om from original grade: Gravel depth ~eneath pipe
Township: ~ Range: Section: Fill added above original grade: Gravel length:
Ft.
WELL: ~ New ~ Upgrade Gr~ve~ width: , Numberer lines: Distance between lines:
~ Ft. ~ Ft.
Classification (Private. A.B.C): Total Depth: Cased To: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Installer: Date installed:
Yield: [ P~mp 8et at: Oasin~ Height Above ~round:
SEPARATION DISTANCES ~Septic a Holding ~ S.T.E.P.
To ~ Septic Absorption Lift Holding Public/PrivateManufacturer: Capacity in gallons:
Material: Number of Compa~ments:
su.~c~ - LIFT STATION
Eot Sizein gallons: Manufacturer:
Foundation ( ~ I / ~ ~ ~ ~ "Pump on" level at:~ at:
High water alarm at:
Cu~ain __ __ _ ~ ~ Pump ~ [ ~ctfi~p~.~s pedormed by:
Drain
BENCH MARK
Remarks:- .
Location and Description:
Assumed Elevation:
72-013 (Rev. g/91) MOA 25
PERMIT ND, SW970097
I es°C~"i,v e
LT, ~4
AS-BUILT
WASTEWATER ABSORPTION SYSTEM
LOT 7, BLOCK 3 ROBIN HILLS S/D
P,I,]], NO, 017-39-411
//
/
\
\
\
set;-bmck
New I)r~ln
55' long, 6' eF
wli;h C,D, ~ e~c &
Monitor Tube
See Page 2
L6,
C,\Work\7-3RO]]IN,clwg
PREPARED FOR'
Mr, Lowwet Crane
13001 Mountcin Pl:ce
Anchorage, AK 99516
(907) 265-1544
I]ESIGNI
Pert Rm~e, 4 MIn/Inch
Soil RccWng, 1,2 gpct/sF
[5 'B,R, 685 SF :Eequlmed
~eep Trench
10' Tot~[ 9epth, 55' Long
660 SF To,mt
PANNDNE ENG,. SVC
P, 0, BOX 142025
ANCHORAGE, ALASKA
872-821B
99514
BATE, 1-5-9B I AS-BUILT
~CALE' 1'=100'
DETAILED i PLAN
C~\~/ork\7-3ROBIN,dwQ
l~ONV395
J. nONU~90
PREPARED FBR~
Mr, LowweL Cr~ne
13001 MOUNTAIN PLACE
AnchoraQe, AK 99516
(907) 865-1544
PANNDNE ENG,,SVC, :'
P, D, BDX 148085
ANCHDRAGE, ALASKA 99514
874-0308~ 878-8818 FAX
DATE, 1-5-9B
NBT TD SCALE AS-BUILT
Depth in feet from
ground surface
. , f;'. TO ~
IV~ - ¥'4' I~RILLING~
P,O, Box 110378.e 10330 Old Seward Highway
(11107) 349-8535
DRILLING LOG
Well Owner EZLL :"~'~""
Docatlon (address of: Township, Range, Section, if ~own; or distance main road
....... ~ ~ ALASKA
S~e of c~g~Depth of Hole_ 26 0 . feet C~ed to~eet
Static water level 205 Jr. ~*~" ~low) l~d surface. ~in~sh of well (cheek one) open end ( X
Screen ( ); Perforated t ~..
Describe ~ereen or perfor,~ion.
Wen pumping test at ~5 gafi~hs ~ ~ (m~ute) for- 1 hours with t00~
of drawdown from static ie~h:
Date of completion 2 3 ~'' ~'' ~' ~
Gfg"d~{,~?. 6f formations penetrated, size of material, c~vnd~ss
- i'".- f" ' "'
uept Health & Human ~e~ice~
- ~:~.~:.,.[.i~: ,
. :-~ , · ,, '.
GREY,. :.Sl~,ly
C, RAVA~L: SI'r/P¥ WIg:l{ RRWON ~.LAY LEN,.qES
);
ft.
Use o W .............. C-
PAGE 1 OF
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970097
DESIGN ENGINEER:STEVEN R. PANNONE
OWNER NAME:QUINTON DIANE L
OWNER ADDRESS:13001 MOUNTAIN PL
ANCHORAGE, ALASKA 99515
DATE ISSUED: 5/16/97
EXPIRATION DATE: 5/16/98
PARCEL ID:01739411
LEGAL DESCRIPTION:
ROBIN HILL #3 BLK 3 LT
LOT SIZE: 61689 (SQ. FT.)
NUMBER OF BEDROOMS: 5 THIS PERMIT: 5
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL 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.
SPECIAL PROVISIONS
RECEIVED B ~ ~~
Steven R. Pannone, P.E.
Consulting Engine, or
(907) 272-8218
April27,1997
P.O. Box 142025
Anohorago, Alaska, 99514
(907)272-8218 Fax
Municipality of Anchorage
Dept. of Health & Human Services
On-Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Lot 7, Block 3 Robin Hills Subdivision
Well and Septic Permit
Gentlemen:
My firm was contacted to investigate the possibility of installing of a new system at the above referenced
property. Currently the lot is undeveloped. Two test holes were excavated on April 4, 1997. The soils
report and percolation test results are attached. Ground water was monitored for fourteen days. No ground
water was encountered or monitored. No bedrock was encountered in either test holes.
The lot is approximately 1.4 acres in size. Lot 7 slopes to the east at a rate of approximately 15 to 20
percent on the western portion, then flattens out to approximately 0.5 percent. The proposed installation will
be located on the northwestern portion of the lot. The proposed location will be greater than 100 feet away
from the proposed well serving this property and 25 feet from the water service lines. The surrounding
systems are located greater than 100 feet from the proposed installation. The proposed installation will not
impact the future development of the surrounding lots. See the attached design.
If you have any questions about the proposed installation, please contact me at 272-8218
Sincerely,
~ne~-P.E~.
Attachments:
C:\WORK\7-3ROBIN. 001
L7, 84
Undeveloped
L6, D4
Cl\Work\7-3RODIN,dwg
ese~ 'ye
DESIGN
WASTEWATER ABSORPTION SYSTEN
LOT 7, ]]LUCK 3 ROBTN HILLS S/I)
L6, B3
Exls'~, Sep'tlc System
/
1500
/
/
Line
Proposed Dr(zlr td
--55' tong, 6' tlve
with C,0, @ end &
Monitor Tube ~ld01te,
See Sectl pnge 2
~osed Wetl
Exist, Well
DESIGN~
Pert R:te, 4 MIn/Inch
Soil Rating, 1,2 gpd/s?
5 B,R, 685 SF Requlrec~
Deep Trench
6' E??ectlve, 2' ~lde,
10' Total Depth, 55' Long
660 SF Total
PREPARE]3 FOR,
Mr, Lowwel Cr6ne
12111 Portage, ])rive
Anchor(zge, AK 99515
(907) 265-1544
PANNDNE ENG, SVC
P, D, BOX 142025
ANCHORAGE, ALASKA
272-8218
99514
DATE, 4-14-97 I DESIGN
SCALE, 1'=100'
I
]]ES~GN DETAILS
WASTEWATER ABSDRPTIDN SYSTEM
LOT 7, BLOCK 3 ROBIN HILL~ ~/D
lnON¥393
N~]IIYRNNO~
CI\Wo~'k\7-3RD~IN,~I~g
PREPARED FOR'
Mr, Lowwel Crane
12111Por~ge, Drive
Anchorage, AK 99515
(907) 265-1544
u~
tt~oJ
I,I
I
PANNDNE ENG, SVC,
I P' 0, BDX 148085
I ANCHDRAGE, ALASKA 99514
I 874-0308~ 872-8218 FAX
IDATE~ 4-14-97 I
INnT TD SCALE DESIGN
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
::;': (ENG NEER'S'SEAL)
PERFORMED FOR:
DATEPERFORME
LEGAL DESCRIPTION:
2
3
4
5
8
10
19
13
~4
16
~8
20
Township, Range, Section:
SLOPE
COMMENTS
WAS GROUND WATER
ENCOUNTERED7
S
L
IF YES, AT WHAT O
DEPTH? - "
E
Depth to Water After
Monitoring? "~ XZ:'-,: hale:
SITE PLAN
Gross Net Depth ~ (~= Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
__ (minutes/inch) PERC HOLE DIAMETER
FT AND ~" FT
~-'-x ~A ~/A-r-~__-I~ m~. 'rTM ...-~'t ~,~
PERFORMED BY: ~:~,~""~ ~'~/~/M; ~ ~l%J. ~-; ~ ~-., l- ~J~:~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES tN EFFECT ON THIS DATE. DATE: ~"~/~-/~ ~
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
DATE
LEGAL DESCRIPTION: L "~_ _~'~ .~
4
5
6
7
,8
10
~2
~3
'14
17
19
2O
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
COMMENTS
L
IF YES, AT WHAT ~ O
DEPTH? p
E
Depth to Water Alter /,,t/1~l~ ~
Monitoring? ~:::~ ~'"~' Date:
SITE PLAN '
N
Gross Net Depth 'a~ ~ Net
Reading Date Time Time Water Drop
PERCOLATION RATE /"/ (minutes/inch) PERC HOLE DIAMETER ~'~.
TEST RUN BETWEEN ~ FT AND C~ FT
PERFORMED BY: ,,.,~.~__.'~b~{~..~ '~...~.~ jf~_.. ! ~[::3. ~:;. I ~~--~~ CE"RTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: ~.~t/.~..~ ~ ~
72-008 (Rev. 4/85}
Parcel I.D. #
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
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
~ ['C~__"~ c~_ &,//{' HAA# ~t~ ~ O~ '(~ (~"~,(~. ~--~')''
1. GENERAL INFORMATION
Completelegaldescription £o-L ':Tr~;/..~el/-~ ~_o~(~c~ ~-~LL~ ~,~
Location (site address or directions) ¢ ~ c~ I M ~o~,-z--~,~,~, ~---"-'-'-'-'-'-"~&c ~
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
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest-
lng to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
individual on-site
Holding tank
Community on-site '
NOTE:
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72~25(Rev. 1/91) Front. MOA#21
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 of this Health Authority Approval application 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.
Name of Firm~'~
Address E~;::~'O,*~P~¢'¢--- /~'~'o~._t-/ /~,oo~/-~ IAI(
EngineeCs signatu r~'~'q~
Date
DHHS SIGNATURE
' J Approved for
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
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.
72-025 (Rev. 1/91) Back MOA #~1
Municipality of Anchorage
C E IV E D
DEPARTMENT OF HEALTH & HUMAN SERVIC~-~ --
Environmental Services Division )J~3 -)54z~998
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907 -4
Municipality of Anchorage
Health Authority Approval Checklis~apt' Health & Human Services
Legal Description:
Parcel I.D.: (:~t~z- ,'.~ct -4///
A. WELL DATA
Well type ~:;~t~UJA''rYe
Log present (Y/N)
Total depth '~--~"~- ~--
Sanitary seal (Y/N)
Date of test
Static water level
Cased to
FROM WELL LOG
IfA, B, or C, attach ADEC letter. ADEC water system number
Date completed ~, --&-"3- ~ '~
~-~. ¢.~ Casing height (above ground)
Wires properly protected (Y/N)
AT INSPECTION
Well production
WATER SAMPLE RESULTS:
Coliform '* ~ ~
Date of sample: ///~ /
B. SEPTIC/HOLDING TANK DATA
Date installed ~ t'~ ~[q. ~ Tank size
Foundation cleanout (Y/N)
Date of Pumping AJ ~
C. ABSORPTION FIELD DATA
Date installed ~' [~ ? [ C~
Length ,-~'~ Width
Effective absorption area
Date of adequacy test ~ ~-(--~/'
Fluid depth in absorption field before test (in.);
Fluid depth ~ (ins) Minutes later:
Peroxide treatment (past 12 months) (Y/N)
g.p.m.
Nitrate ?~, ~i l Other bacteria
Collected by:
!,_~-c~cD Number of Compartments __
Depression (Y/N) ~
Pumper ~
g.p.m.
~_- Cleanouts (Y/N) '-('
High water alarm (Y/N)
ratin~or fF/bdrm) I · ~-- System type ~ T
Soil
'~ ~ Gravel thickness below pipe ~,, t Total depth
Monitoring Tube present (Y/N). ~'~ Depression over field (Y/N)
Results (Pass/Fail) '~:::~A 5'q For
~ Immediately after~ gal. water added (in.):
~ Absorption rate = ~ .g.p.d.
~ If yes, give date
bedrooms
72-026 (Rev. 3/96)*
LIFT STATION
Date installed ' // Size in gallons
~//~~'""'""~"~'~"Pump off" level at*
Manhole/Access
(Y/N)
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout ~t~'~/~
Lift station /
Property line
Surface water
Curtain drain
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Foundation / ~ t Property line ~-/q' f Absorption field
Water main/service line '77¢-C~ Surface wateddrainage ! c~:~+Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
~! ~- '~ ~ Building foundation -/~..~' ~ Water main/service line
/ ~o''¢
F, ENGINEER'S CERTIFICATION
f ~Z-~
Driveway, parking/vehicle storage area
Wells on adjacent lots / ~ ~
I certify that I have determined thru field inspections
in conformance with MOA HAA guidelines in effect on this date.
Signature.~'~~ -- ~
Engineer's Name
Date !
HAA Fee $ ~(~),
Date of Payment
Receipt Number ~_~
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number