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HomeMy WebLinkAboutKNIK HEIGHTS BLK I LT 16
69/17/z 6 z.-
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241289
PID Number: 018-232-03
Dwelling: A-1 Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑N Upgrade
Name
Shay & Annette Foster
ABSORPTION FIELD
❑ Deep Trench El Wide Trench ❑Bed ❑Mound
Site Address
13300 Shelburne Road
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision
Block Lot
Knik Heights
1 16
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
Ft2
Ft.
Well
100'+
NA
NA
NA
25'+
TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer (Deep Bury)
Capacity
1250 Gal.
Surface water
100'+
NA
NA
NA
Material
HDPE
Number of compartments
2
Lot Line
5'+
NA
NA
NA
NA
Foundation
10'+
NA
NA
NA
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks Tank replacement only
Alarm location
Electrical installed by
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
Installer
Beeks Contracting Inc
Drainfield existing CO/MT D3034
Inspector Pannone Engineering Services, LLC
BENCH MARK (Assumed elevation) 100.0 ft
Inspectio1s` 10/17/24
2nd 10/23/24
Location and description
MH Lid
3'd
4"
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Ak qkk�
Conditional Approval:
Date
OF
law
low f -9
49
......�....
-- —— — —
----- --—--------- ---------�
n R. Pann Steve.one
Septic System
Approved
Date 5�a"
CE 149 .%
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19'OFESSO\
Note: this approval does not include well permit requirements.
(Rev 05/02/18)
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NOTES:
PANNONE ENG S1/C LLC (C.1. 1088)
R.O. BOX 1807 PAL��ER, AK 99645
PHOH (907) 745-8200 � AX (90 7z5-8201
�P' '• .
*.4AM ak
••.. ......•
"C}am anna,a
CE 8149
Zio<izo2;
REVISIONS
DATE
12/04/2024
RECORD DRAWING
SCALE
1 - 50'
KNIK HEIGHTS BI L16
SHAY FOSTER
13300 SHELBURNE ROAD
DRAWN
ACP
P.I.D. NO
018-232-03
CHECKED
SRP
PERMIT N0.
OSP241289
SITE PLAN
ANCHORAGE, AK
SHEET
1 OF 1
S
H
E
L
B
U
R
N
E
R
O
A
D
N SREE ANHORAE A
RYAN E. SORENSEN
No. 13006 - S
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: OSP241289
Work Type: SepticTank Upgrade
Tax Code Number: 01823203000
Site Legal Address: KNIK HEIGHTS BLK I LT 16 G:2936
Site Mailing Address: 13300 SHELBURNE RD, Anchorage
Owner: FOSTER SHAY H & ANNETTE
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
9/17/2024
9/17/2025
❑ 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
3
Received By: � - D f - Date:
Issued By: Date: ) -2-E �- 7
MUNICIPALITY OF ANCHORAGE
4 fi A�X�
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 018-232-03
Property owner(s) Shay & Annette Foster
Mailing address 13300 Shelburne Road Anchorage, AK
Site address same
Day phone
Legal description (Sub'd., Block & Lot) Knik Heights BI L16
Legal description (Township, Range & Section)
Lot Size 36,800 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF)
❑x
(w/wo ADU)
Septic Tank
FAI
Upgrade ❑x
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / 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: 22 Waiver Fees:
Date of Payment: J9 Z � O 'Z Date of Payment:
Receipt Number: Receipt Number:
Permit No. as Waiver No.
Permit App__- : , _.,:c
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O. Box 1807 Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Knik Heights BI L16
Septic Tank Upgrade Permit Request
This is a design narrative for a permit to install a 1000-gallon minimum capacity MOA approved septic tank to
replace an existing 1250-gallon septic tank currently serving this property. The existing tank will be decommissioned
per MOA code. Currently the lot is developed. The proposed replacement will be connected to the existing drain
field. This lot and the surrounding lots are served by private wells. There are currently no wells within 100’ of this
upgrade.
1. Upgrade Tank Design.
A foundation clean out installed if needed.
The tank will be located: 5’+ from any property line.
5’+ from any deck/stair support.
10’+ from building foundation.
10’+ from any water line.
100’+ from any surface water.
100’+ from any private wells.
200’+ from any public wells.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at (907) 745-8200.
Sincerely,
Steven R. Pannone, PE, F. ASCE
Owner/Civil Engineer
27 August 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241289, Curtis Townsend, 09/17/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241289, Curtis Townsend, 09/17/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241289, Curtis Townsend, 09/17/24
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: ~J~J ~ o,:, ~ ~., PID Number: O~ ~
Name: ~A~ ~ ~~ ~ Wastewater System: ~ ~ Upgrade
Address:
Phone: ~-- ~t~ No. of B~ooms: ~DeepTrench USharlowTrench DEed ~Mound DOther
LEGAL DESCRIPTION Soil Rating: Total Depth from original grade:
Subdivbion: Deplh to pipe bottom from original grade: Gravel depth beneath pipe
Township: ~ Range: Section: Fill added above original grade: Gravel length:
Ft. Ft,
WELL: ~ B Upgrade Gravelwidth: ~ I Number of lines: Oistance between lines:
Ft. I ~ Ft.
~lsssification (Private, A.B,C): Total Depth: Cased To; Total absorption area% Pipe material:
~riller: Date Drilled: Static Water Level: Installer: Date in,tailed:
~ield: Pump Set at: Casing Height Above Grou~d:
SEPARATION DISTANCES ~ ~ Holding U S.T.~.~.
TO Septic Absorption Lift Holding Public/Private Manufacturer: Cap~city in gallons:
From Tank Field Station Tank Sewer Lines ~ ~
Material: Number of C~partments:
Sudace
Water ~oo% ~J¢ -- ~ ~ LIFT STATION
LOt Size in g~~:
Foundation
Cu~ain ~ ON~ ~ ~¢~ ~ Pump~l Electrical Inspections pedormed by:
Drain
Remarks: BENCH MARK
Location and Description:
I Assumed
Elevation:
Inspections performed by: u&s~e~ c.~% Dates: 1st ?/~/~e _ ,,
Department of Heath and Huma~ Services approval~ ~ .~, ,,~, ......
72-013 (Rev. 9/91) MOA 25
PERM,TSW98001. UM.ER:2 AS ' BUILT DP'U~WlNG P^~0EL01 ~--~--0~'D ~:
C02
FIN~ GRADE
~ ~ 5~ =: 9~ 36~ X H H / r-ORIGI~L GRADE
7320 E. CHEWER NEIOHm CIRC~, ~CHO~OE, AK 99504 ~.' ........ .".~.
PHONE: (gO7) 337-6179/F~: (907) 338-3246
· ' ~'.~u
LO1' 16, BLOCK I, KNIK HEIGHTS SUBBIVISION ~ .... : ....... ~2 ............ : ....
~PE OF WORK:
PREPARED FOR: PHONE NUMBER:
SHAY FOSTER 273-2166
11/6/98 J.L.M. 1 = 40' 2 or 2
~'r,:,m : ALP i NE DR: L.L '3L~-~ ;~45 02E~2
'ION OF WI~LL
:
'i L;0oATIoN/$KETc H;
STATE OF ALASKA
'DEPARTI~,4~-NT OF NATURAl, RE~IOUROfi~
DIVI@ION OF MINING & WATEr{ MGM¥
· WATEI~ 'W~LL RECORD
~U~DIVI~ION
~EO¥1OPI OTR6
TOWN~:HIp
~E~DIAN ,'
DEPT!HS MEASURED FROM:[~oa~i~g top ~gtOund surlac¢
~flEHOLE DATA: Deptt~
· ~Matedal Type end Color From To
WELL DATE OF COMPLI[T, ION:
Deplh 01 hol~:,~_ . ft
Depth of coding: ~.~'_~' 'ft
DEPTH TO $~ATIC WATER LEVEL;
METHOD OF DRILLINO; .¢'r~air rotary ~ csble torsi
E] other
USE OF WELL; --~,domestic ~] irrlgatio~ ~ fnoal~[or
~ pubhc supply ['~
type:
It. Diam:
WELL INTAKE OPENI~t TYPE:
[~] perferat~d ~ opm~ hole
D,pth~ c.f [~penings: to .... l't
SCREEN TYPE~ Diem: ....... in,"
Slot/M~sh S i~e.. Len ~,t '
GRAVEl. PAC~ TYP~:
NOV
GROUT TYPE',
D~pth: ft to
Dept, Heaith &Hum~
,E~/EL AND YIELD:
ft efter .~ ..... hr~ ~umpin
PUMP INTAKE DEPTH; ...... it Horsepower:
WELL DISINFECTED UPON OOrVIPLETiON?
CONTRACTOR INFORMATION: REMARKS;
~~ " ' ' ~ .... ~)' DNR/FJIVISION OF MININ~ ~ WATER MO~T
~0nature ct Authotlze~ fle~p~ento~v~'- Da~e 3601 C St, 3ulte 800
ANCHORAGE AK 99~03,59~[~
Phone (~07)269.86,3¢J, Fe~ 19071t~62.13t14
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALAS[CA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW980012
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES
OWNER NAME:FOSTER SHAY H & ANNETTE
OWNER ADDRESS:13000 SHELBOURNE RD
DATE ISSUED: 2/02/98
EXPIRATION DATE: 2/02/99
PARCEL ID:01823203
LEGAL DESCRIPTION:
KNIK HEIGHTS BLK
I LT 16
LOT SIZE: 36800 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
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:
THE ENGINEER SHALL VERIFY CON$ISTANCY OF THE SOILS DURIN~
~iNS~ALLATi0N. A~y DESIGN ~N~ES R~KE p~OR~PR0VAL FROM
/,
ISSUED BY: T~ ~' '7~ DATE:
January l8, 1998
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
7320 East Chester Heights Circle - Anchorage - Alaska 99504
(907) 337-6179 ~ Fax (907) 338-3246
Consulting Engineers
~W~/
Ref: Well & Septic System for Lot 17, Bk I, Knik Heights S/D.
To whom it may concern:
The subject property is currently undeveloped. The owner is proposing to build a 3 bedroom
home on the site, which will require the installation of a well and a septic system. Comments
regarding the proposed systems are summarized as follows:
1. SOILS: Attached is a copy of the soils logs. Three test holes were dug, however, suitable
soils were only found in test holes #2 & #3. Starting at a depth of 8.0 feet (TH #2) and 9.5 feet
(TH #3), the soil was a well graded sand, or a gravely sand. This soil profile perked at less than 1
minute per inch in both holes, however, since the soil is primarily a sand, an imported sand filter
should not be required.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch.
b. Allowable Application Rate: 1.2 gallons/day/122
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 375 ft2
f. Total depth: 11.5 feet max.
g. Effective Depth: 2 feet
h. Reduction Factor = .7
i. Width: 5 feet minimum
j Minimum Length: 52.5 feet
k Effective absorption area = 375 122
3. SURFACE WATERS: There are no surface waters witlfin 100 feet of the proposed septic
system.
4. TOPOGRAPHY: Attached is a map (4' comours) which shows the topography of the
subject lot. Except for a localized slope of 38% adjacent to the proposed trenches, the lot slopes
vm3' from 10-22%. The 38% slope near the trenches is not a legitimate concern due to the fact
that the total depth of the trenches will be 11.5 feet deep (effective depth of only 2 feet) which
will place the bottom of the trench sidewalls below the toe of the 38% slope. In short, there are
no slope concerns associated with this installation.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or 244~9612. Thank you for
your assistance.
Sincerely,,
~arness, P.E., M.S.
LOT 6, McCABE S/I). PVT.
WELL AND SEPTIC PER M.[LA.
REGULATIDN~:.
SEPTIC AREA
'? \
/r~XISTING
HTS. S/I1
PVT, ~ELI
RE ERVE
NEW 1000 GALLI]N
SEPTIC TANK LX
AREA
LOT 15. ~BK I, KNIK FITS
PRUPUSE)]
ATTENTION: WELL DRILLER AND SEPTIC SYSTEM INSTALLER
NnTE~ THIS IS NDT A SURVEY, THE LDGA'rION I]F ALL STRUGTURES~ WELLS, AND SEPTIC SYSTENS IS
APPRDXII4ATE, THE CDNTRACTBR SHALL ~E RESPI]N~I}~LE FUR F'IELI) VERIFYING THE SEPARATIDN ])ISTANCE FRDM
THE PRDPDSED SEPTIC SYSTEM TD THE PRnposEI) ~/ELL ANI) THE EXISTING ~ELI_S: ON AI)JACENT PRDPERTIES,
THE ~WELL I~RILLER SHALL ENSURE THAT THE PRDPDSE:D WELL IS GREATER THAN Io0 F'EET FRDM ALL SEPTIC
SYSTEMS,
~/ELL & SEPTIC SYSTEM' LOT 16, BI< I~ KNIK HEIGHTS S/I)
PREPARED FOR:
tPREPARED BY'
DATE, 1/17/98
SHAY FnSTFR
ALASKA WATER & ~/ASTE~/ATER
DRA~/N, GARNESS I SCALE, 1*
100'
I
LDT 17, BK I, KNIK HTr,
i
/ ~'"~X~T~Nr, ~L~
~L~
LOT 15~ ~K I, KNIK HTS, 8ID,
PREPARED ~Y, ALASKA ~4ATE:R & WASTEWATER, ~h~'~/CE~7~B~ .'"~
DATE~ 1/16/98 DRA~VN~ GARNESS SCALE: 1' = 40'
THE TRENCH SHALL HAVE A MINIMUM LENGTH OF 52.5 FEE?', AND A TOTAL
EFFECTIVE ABSORPTION AREA OF ,375 SQUARE PEET.
BACKFILL WITH NATIVE SOIL AND MOUND.
TOPSOIL & RESEEDING SHALL BE RESPONSIBILITY
OF HOMEOWNER.
MONITORING TUBE (TYP.) - ~
PERFORATED IN DRAINROOK. [
DRAINROOK SHALL
SCREENED PER M.O.A
SPEOIFICA TIONS.
TOTAL DEPTH OF
TRENCH SHALL
NOT EXCEED 11.5
FEET.
NO TE:
1,
2,
~5 FEET WIDE ............. ~.~
TRENOH SHALL RUN PARALLEL TO THE SLOPE CONTOURS.
FOR LOOATION OF CLEAN-OUTS AND MONITORING TUBE
SEE THE SITE PLAN.
CONSTUCTION PRACTICES, AND MATERIAL SPECIFICATIONS
SHALL COMPLY WITH ANCHORAGE MUNICIPAL CODE 15.65,
"WASTEWA TER DISPOSAL REGULATIONS".
INSTALLATION SHALL COMPLY WITH SPECIAL PROVISIONS
NOTED ON THE SEWER PERMIT.
SMEARED BOTTOM AND SIDEWALLS SHALL BE RAKED,
BOTTOM OF TRENCH SHALL BE LEVEL. 2 INCH MAXIMUM
VARIATION BETWEEN HIGH AND LOW SPOTS.
DETAIL FOR 5 FOOT WIDE SHALLOW TRENCH:
PREPARED FOR: ,.?,HA Y FOSTER
ALASKA WATER & WASTEWA TER SERVICES
DATE: 1/18/98 DWN: GARNESS SCALE: NTS
FILTER FABRIC SILT BARRIER
4 INCH DIA., ASTM F810
PERFORATED PIPE. HOLES
DOWN. PLACE .....E INCHES
OF DRAINROCK OVER TOP
OF PIPE, AND ACROSS
ENTIRE WIDTH OF TRENCH.
PIPE SHALL BE INSTALLED
LEVEL (WITHIN .01 FEET).
i (
PERFORMED FOR:
Municipality cf Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION 'TEST
1
8
9
10
11
12
13
14
15
16
17
18
19
20
WAS GROUND WATER r~
ENCOUNTERED?
DEPTH? --
Monitoring? ~"Y []ate:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE ~ Immutes/,nch) PERC HOLE DIAMETER
L
TEST RUN BETWEEN ~.) _ FT AND L~,~' _ FT
PERFORMEDBA~ ¢ ~ 1%/~ CERTIFY THAT THIS TEST WAS
72-008 (Rev. 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
lO
11
12
'~/,~,~k
~G
~7
20
WAS GROUND WATER
ENCOUNTERED?
Township, Range, Section:
SLOPE SITE PLAN
geplh lO Water Alter
Monitoring?
Reading Date Gross Net Depth to Net
Time Time Water Drop
TEST RUN BETWEEN__((~ FTAND 2'S FT
COMMENTS
~~ I~ / //~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE ~; ;LL STATE AND MUNICIPAL GUIDEUN~N EFFECT ;N ,;IS DA,E.
72-008 (Rev, 4/85)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'iL" Street, Anchorage, Alaska 99502~0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESORIPTION:_~II(~ ~'~% / (~o7 //~! /,.~../~,.~ Township, Range, Section:
C~I~A ~ ~c~
SLOPE
SITE PLAN
10
11
12
13
14
15
16
':R'S SEAL)
17
~.0~1~ '
18
19
2O
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
~onitorino7
Reading Data Gross Net Depth to Nat
Time Time Water Drop
i,
S ~Co.~
(mmutesfmch) PERC HOI.E DIAMETER __
FT AND [O ,'~ -. FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev, 4/85)
ANCH, MUNrl
DEAR ~IRS.
DUE TO COST AND type- VERY SMALl. BUILDIN0 BUDGET, I NEED TO INSTALL MY OWN
SE_PI'lC SYSTEM. I'VE CO~'rSULTI~D WITH ruFF GABNESS I~ROM ALASKA WATER AND
WASTEWATER TO DI~$IGN TI-lIS SYSTEM. 1 IqAVE CONTI1ACTF.,D JEFF TO OVERSEE A~ND iNSP. ECT
MY SYSTEM IN ALL PHASES OF INSTALLATIOIN. I I-lAVE EVERY CONFIDENCE TI-LAT BETWEEN
JE, FT AND MYSELF WE WILL I)48TALL A VERY FUNCTIONAL SYSTEM. PLEASE CALL OR FAX ME iF
YOU IfAVE ANY QL~STIONS rN THIS PROCE$$
THANKS FOR YOUR CONSIDERATION
SHAY FOSTI~R
FX 273.2112
PI-1273-2166 J /
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Enviror~mental 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
01 8-232'-03`4 HAA #
1. GENERAL INFORMATION
Complete legal description
Lot 16; Block I; Knik Heights
Location (site address or directions)
Shay
Property owner
Mailing address C/O Alaska Pipe
Lend i ng_.g~~--, ~.,
,, ,.~n.g address
13000 Shelbourne Rd.
Anchoraqe, AK
& Annette Foster Day phone
2300 East 63rd Avenue
Day phone
273-2166
Anchorage, AK 9950'
Agent
Address
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: 3
TYPE OF WATER SUPPLY:
×x
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:
XX
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-O25 (Rev, 1/91) Fronl 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 supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I furtherverifythat 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 onthe dar
A aska Wa er &
Name of Firm ~!.~f,~s~ [~
Address ;'.~ ':;,.~ 07/ j~ ~* ~
EngineeYs signature ~~ ~
DHHS SIGNATURE
'/" Approved for ~'~'~e
Disapproved.
Conditional approval for
bedrooms.
of, this inspection.
Phone
rcle
~ 0 ','~
Date
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 ) BeCk MOA #21
Municipality of Anchorage ~,...,, ,~ C ~ ?I V ~ ~
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 34~.~Y44
1998
Municipality of Anchorage
Health Authority Approval Checklist .,- ~ ~ea!th & Human Services
Legal Description: ~ltF. ~c.H~-~ ~/D ~ Lo-r [6~ &Ll~ ~ Parcel I.D.:
A, WELL DATA
Well type ~F., i~t A'rE If A, B, or C, attach ADEC letter. ADEC water.system number
/ /
Log present(~) "/e~ Date completed ~/-t?/
Total depth ~ ~:~ ~
Sanitary seal (Y/N)
Cased to / ~) ~ Casing height (above ground) /
"~' Wires properly protected (Y/N) _ '~/~'
FROM WELL LOG
Date of test -~/'~"//
Static water level /' ~ ~
Well production
WATER SAMPLE RESULTS:
AT INSPECTION
g.p.m.
0,~"/~ m~ /L- Other bacteria
Collected by: ,~ , L~J. L,.3. ~
Coliform
Date of sample:
B. S('~EP~ TANK DATA
Date installed '7/5/~/~' Tanksize
Nitrate
g.p.m.
I'Z..~ o Number of Compartments '7-- Cleanouts (~N)
Foundation cteanout (~N) Ye-~ Depression (Y/~ ~ o High water alarm (Y~) ~ o
Date of Pumping ~J ~- ~,J Pumper
C. ABSORPTION FIELD DATA
Date installed \ I/E,'/¢I 8 Soil rating (~or fF/bdrm) I,Z~
Length ~© Width -~ Gravel thickness below pipe
Effective absorption area ~'Z~ "~
System type '7'"~ ~.~
Total depth
Monitoring Tube present (~/N) ¥~ Depression over field (Y/~
Date of adequacy test ~6-~-~' Results (Pass/Fail)
For -~ bedrooms
Fluid depth in absorption field before test (in.); ~ Immediately after ---gal. water added (in.):
Fluid depth ~ (ins) Minutes later:. Absorption rate = ~---~ g.p.d.
Peroxide treatment (past 12 months) (Y/N) If yes, give date
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed Size in gallons
M a n h o-~T, tc~'ee s-(~U~
Cy%fl~tested
E. SEPARATION DISTANCES
"Pump off" level at*
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot I~l~ ~---
On adjacent lots
On adjacent lots
Public sewer main
Sewer/septic service line
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FRO~TI~~ TANK ON LOTTO:
I
Foundation ~ ~ Property line %-5~ Absorption field
Watermain/serviceline loI 'f Surfacewater/drainage I oo~ 'f' Wellsonadjacentlots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
Surface water
Curtain drain
I001+
Building foundation Z2 ~ +' Water main/service line I o~ -f-
Driveway, parking/vehicle storage area ~c)l ~-
IL.,J~ ~ Wells on adjacent lots I co~ 'Y
ENGINEER'S CERTIFICATION/
I certify that I h..a.v~det~ine/~ru
in conformande with MC/A NA,N/~uid
Signature. l-~ ~'/~//~~
Engineer's Name
Date
~ld inspections and review
.lines in effect on this date.
are
HAAFee $. ~'~"
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number