HomeMy WebLinkAboutILIAMNA ACRES TR 3-1Ck
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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
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP221342
Work Type: SepticTank Upgrade
Tax Code Number: 01710145000
Site Legal Address: ILIAMNA ACRES TR 3-1 G:3037
Site Mailing Address: 14360 GOLDEN VIEW DR, Anchorage
Owner: KNECHTEL JAMES S
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
o`��»cnt
c �f
Department
9/8/2022
9/8/2023
211740
❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: �, 1
Issued By:
Date:
Date: g Z Z
4
MUNICIPALITY OF ANCHORAGE
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. 017-101-45
Property owner(s) James S Knechtel Day phone
Mailing address 15360 Golden View Dr, Anchorage, AK 99516
Site address 14360 Golden View Drive
Legal description (Sub'd., Block & Lot) Iliamna Acres, Tract 3-1
Legal description (Township, Range & Section)
Lot Size 211,740 Sq. Ft. Number of Bedrooms/
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑
Initial ❑
Single Family (SF) ❑X
(w/wo AD U)
Septic Tank
❑X
Upgrade
p9 ❑
(D) ❑
Holding Tank
❑
RenewalDuplex
❑
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: $2% q
Date of Payment: N-2-&- 2 -
Receipt
Receipt Number: 0773 2
Permit No. OJT' P ZZ 13 y 2
Permit App_::- : .—.,:c;
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
August 25, 2022
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Iliamna Acres, Tract 3-1
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot has a septic tank that has reached its end of useful life, so we are
submitting this permit application for its replacement. The attached site plan identifies the location
of the home as well as the wells and septic location. No conflicts exist between this proposed
system and any other wells or septic system, whether on this lot or adjacent lots. The home has 4
bedrooms, but the original septic design was sized for 5 bedrooms. We are replacing the septic
tank with the same size.
The new septic tank will be a minimum of 100’ from all wells and surface water, and more than
5’ away from the absorption field. Please refer to the attached plan for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221342, Deb Wockenfuss, 09/08/22
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NO CORNERS SET THIS DATE
N 89 58'52" W 461.57
Z AS-BU/LTSURVEY 1" =40'
I HEREBY CERTIFY THA T l HA VE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
opppppOO TRACT 3-IILIAMNA ACRES(PLA T 9B-55)
A�q�ap A NCHORA GE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLEIMPROVEMENTSSITUA TED THEREONAREWITHIN
TH oOD THE PROPER TY L INES A NO NO VISISL E ENCROA CHMEN IS
0 49 O THE INFORMA TION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALL Y TO SHO WA NY EXIST0THERTHA NNOTED
.
� D CONFLICTS BETWEEN EXISTING STRUCTURES A ND PLA TIED L0TLINES AND/OR EASEMENTS,' AND IS DATED ATANCHORAGE,ALASKA THIS 12TH DAYOF
NOT TO BE USED FOR POSITIONINGADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES
0 "� JULY , 2022
EASEMENTS OFRECORD, OTHER THAN THOSEAPPEARING ON THE RECORD PLAT, ARE NOT SHOWN
0 HEREON (UNLESS INDICATED)
000`s SHANE A. HOLT..' O NOTEFENCELINES THATMA YAPPEAR ON T14ISDRA WINGARENOT TO BE USED TO DETERMNE HOLTbINDSURVEYING
0 eT
t PROPERYLINES OR POSITIONADDITIONAL IMPRO VEMENTS
LS -6914 O 9309GROVERDRIVE
44 0, a o ANYPA VING SHOWN HEREON MA YBEAPPROXIMA TE DUE TO EXCESSIVE SNOWAND/OR ICE ANCHOR9GE/iK 99507
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Pump Installation Log
ell Drilling Permit Number: S7 Date O-Ic'Issue:
Lr,ej Icleatifcatiola Number:-
,.Cral Description
A A/
j5,stU.jjativa Date:
III talce Depth Below Top of -W a B C as feel
Imp u:f a ctu r e r's Name: jfi e -14(-c
'MP Size�,2 hp
Hess Adapter Burial Depth: feet
,tiess Adapter 1yI=ufact"r9r3 Name:
H
Property Owner.N rz & Address:
vi
ttention: The pt=p installer sb2E provide a. pump installation log to the DSD within 30 dmfs of pump i=tadatian- . -
Municipality of Anchorage Page ► of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On-Site Wastewater DisposI System and/or Well Inspection Report
Permit Number: �W`l�o17,aW. PID Number: 0/7— /Di— O9
Name:
A g7ilm t I N
Wastewater System: ❑ New- YUpgrade
Address:
3 v i scar Dy
ABSORPTION FIELD
Phone:
No. of Begrpoms:
a_..)" 1VDeep
Trench ❑ Shallow Trench ❑ 8ed ❑ Mound D Other
LEGAL DESCRIPTION L
Soil Rating: U
Total Depth fromo�ginalprade:
Lot: Block: Subdivision:
Tp-xcT 3 A ME
GPD/S Ft
OePth to pipe bottom from original grade:
Gravel depth beneath pipe
Township: pangs: Section:
3. Ff
Fill added above orifi=nal grade:
3,6 Ft
Gravel length:
Ft
�D Ft.
WELL: ❑ New ❑ Upgrade
Gravel width:
Numberoflines: borons be ween lion:
Classification (Private, A.B,C): Total Depth: Cased To:
ft.
Total absorption area:
Ft
Pipe material:
Ft. Ft.
Driller. Date Drilled: statK Water Level:
14L0 r5 1
L 3J O. Ft.
Installer.
SLG
/J '30,31/
Data Installed:
Ft.
/CICI_,r.
Yield: Pump Set at: Casing Height Above Ground:
GPM Ft. I Ft.TANK
SEPARATION
DISTANCES
_`
02/
Septic
❑Holding ❑S.T.E.P.
To
From
Septic
Tank
Absorption
Field
Un
Station
Hoeing
Tank
DIWPrlvats
Sewer Linn
Manufacturer. r
�' C F fL
Capacity In gallons:
150-0
Well-
I
/O y f
7�b
Material:
Number of Ccrments:
Surfac
Water
Water
%/
iltrC�
LIFT STATION
Lot
Line
/
/
Size In gallons:
Manufacturer.
Foundation
4107
o� go It
"Pump on" level at:
"Pump off" level at:
High water alarm at:
Curtain
Drain
Pump Maks 6 Model
Electrical Inspections performed by:
Remarks:
BENCH MARK
4 V 15 T
Location and Description:
G.ta.ar' rl fed' / 3J /f
Assumed Elevation:
- ,
, ENGINEER'S SEAL .
S
Inspections performed by: Dates: is �O 97
....
2nd
c.
- C"._.5 .
Department of He th and u ervices approval
Reviewed and approved by: »vim Date: 06 ►:Ll9-�
7240 IRev. Watt UnA 2%
------,r--------------
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lvuuLiv 'rvnALA[vU r.C.
20J W 15 TH. A VENUE HeACT 3 ILIAAINA ACRESSEPTIC-SYSTEM As BUILT
ANCH. AK. 99501 JOHN MARTIN DATE.• JAN. 8, 1997
(907) 279-3916 I
1 14360 GOLDENVIEW SHEET' IAT GRID. JOR
I PERMIT # PID #IL 100 T31. D VC I
i
N_ i .oP�E..��c r• _ _ _ ay ` . _ _ _ _ _ _ _ _ _ _ _ _ _ --
/ 0 ...> A th s i
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T .I EN •SPURKL ND t
p i 1
tt(� O. CE -2225
V1 46. SS� ••�
I
25 0 25 50 75 100 125 150 I 1
SCALE.- = 50 F I
sWIND TIES. o� I
90 AC 68 FT OLD DANK CRQS}IC io
BC 50.8 AND BURIEDCr 27
OF 45.5 OLD ORAINfIlLO ABANpQ D `�
CC 11 I
DC 51 \\ 1
MARK: BOIJOM�SIDI 1 I I I
95 I
PROPOSED ADDITION
PROPOSED !N C.O.
,y— 1Nsl0C •' AWur
D
Well I
I II
> 11I
I
1
IUNNLN JU E
203 I'! 15TH.TH. AVENUE TRACT 3 ILIAMNA ACRES SEPTIC SYSTEM AS BUILT
A '
ANCH. AK. 99501 JOHN MARTIN DATE.JAN. 8, 1997
907 279-3916 11 14360 GOLDENVIEW SHEET.' 2/3 GRID: 3037
PERMIT k PID k 017-101-09 IL100T32.DVG
�i 49th
'J SPURKLAND
q.� • ,N� �p,V
r— BENCH
4' Mn Ct
over
INV ELE 92.6J-,' NV ELE. 1,38 INV
88.1
1500 got. septic tank
0
C.O.
TH
TH
EXISTING
Cleanouts
Monitor
3' Cover
NO SCALE
6 Ft
TH N1
0
I/- INV ELE 91.54
3' INSULATION
-- 88.0
3.5 Ft of Septic Rock
STANDARD TRENCH.•
4' WIDE
7' TOTAL DEPTH
3.5' EFFECTIVE ROCK DEPTH
90' LONG
3' INSULATION
IUUULN WJUNKLANU P.L. 77?ACT 3 ILIAAINA ACRE'S SEPTIC SYSTEM AS BUILT
203 YJ TH. AVENUE JOHN MARTIN DATE. JAN. 8, 1997
(NCH AK.K.99501 907 279-3916 11 14360 GOLDENVIEW SHEET. 313 GRID. 3037
PERMIT N PID # 017-101-09 IL100T32.DWG
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 ^L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON—SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW970130
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:MARTIN JOHN C d MICHELLE 0
OWNER ADDRESS:P.O. BOX 113068
ANCHORAGE, AK. 99511-3068
PARCEL ID:01710109
LEGAL DESCRIPTION:
ILIAMNA ACRES TR 3
LOT SIZE: 198000 (SQ. FT.)
NUMBER OF BEDROOMS: 5 THIS PERMIT: 5
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 6/12/97
EXPIRATION DATE: 6/12/98
pep -mil 7TSSupo /'F7&1-
SyC7Ek& WASLN
97ALLEo.
SF-P71C Sysysvk Ai ei" o By
bap -T. ON 6II���ta
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
S. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED B
ISSUED BY:
DATE:
DATE l
•' .(ENGINEER'S SEAL)
• .." Municipality at Anchorage
+ DEPARTMENT OF HEALTH & HUMAN SERVICES ..
825 "L" Street, Anchorage, Alaska 99502-0650 T`C ILA
�( SOILS LOG — PERCOLATION TEST
PERFORMED FOR: T1 yO� �N r1 M A R-� nl DATE PERFORMED:__
LEGAL DESCRIPTION:t tvTLj' 3 IItt Township, Range, Section:
DEPTH 1LK IAMNA rTL��'S SLOPE SITE PLAN
(FEET! I I I -t• I I
1 FILL AND O ILG
2 / /�NICS
3-
6
6 .o •0 Slravt�
- n
9 -J
10 U -o WASGROUNDWATER
EACOUNTERED? N10
S
�! L IF YES, AT WHAT LO
12 DEPTH? _ P
+ e Depth to water Abe!
'9
13 L
[i0TT10 1-1 0 F Monitor:np7 Date
14-
Is-
17-
is-
19-
20 -
Reading Data Grote
Time
Not
Time
Depth to
Water
Not
Drop
/ 3c 1
L
3• is
3'
/
'5 _60
t
I
r
r I
• v
v
e
)/
PERCOLATION RATE < (mm-devinth) FERC HOLE DIAMETER
rEST RUN BETWEEN 7 FTAI`O 73 FT
COMMENTS re- Lei/,e, l:Tq,j if f 6f V X p T• i e r �o e' S'i�
PERFORMED BY: ( _ CERTIFY THAT THI$s�TE5T WAS PERFORMED IN
f - /
1: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE - 47
72-008 (Rw. 4/85)
• .r- Municipality of Anchorage
DEPARTMENT OF HEALTH 6 HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-065C
.../ SOILS LOG — PERCOLATION TEST
PERFORMED FOR: I ONN Hlke: I N
LEGAL
DEPTH IL1 AMM AcI2—fz'-S
1
2 o►�Ea/}NICs
3
4
1 i p
5 ! sue ul 4 {a i�rotV1,e
� t
a
7-
8-
e-
10-
11-
12-
13-
14.
2•13•14•
15.
16•
17-
18 -
19
20
Township,
.�-IIENGWEERSSFAtl
DATE PERFORMED: ' O 1 Ck -J
Section:
WAS GROUND WATER
ENCOUNTERED?
s
IF YES, AT WHAT L
DEPTH? O
P
E
Depth to Water After
1EonitcrinD? Data:
4eadin9 Date Trm�
Not
Time
Depth to
Water
Net
Drop
•.70
3S
3?s
/ /
If 6
G
71.2
urr
PERCOLATION RATE (minuteLinth) PERC HOLE DIAMETER
o
/^/ D TEST PUN BETWEEN X.
FT AND % FT
COMMENTS Pe I't �p-(,( Pr.t/N.! ,/ g21( /�riny-
PERFORMED BY: - o • S
�'S CERTIFY THAT THIS TEST WAS PERFORMED IN
`: ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE — Fe O Se/197
72.008 (Rev. 4185)
T.&EDURKLAND P.E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907)279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
TRACT 3 ILIAMNA ACRES
JOHN MARTIN
Municipality of Anchorage
Department of health and Social Services
8201 Street
Anchorage, Alaska 99501
February 4, 1997
We are submitting an application for the approval of a well and septic system for this lot. The property was
originally developed prior to 1970. In 1976 a well and septic system was issued for a three bedroom residence.
The well was existing at that time. No well log has been found.
The present owner replaced the septic system two years ago. lie is in the process of rebuilding the residence into a .
5 -bedroom house. The septic system consists of a 1500 gal Greer tank and a 4 foot wide trench, 90 feet long with
3.5 feet of sewer rock. Based on testholes and percolation tests performed on Jan. 30, 1997, 625 sqft of absorption
area is required. The existing system has 630 sqft if considered a standard trench, or 666 sqft considered as a 4
wide with 0.54% reduction factor. The required absorption area is obtained as follows:
No Ground Water or Impervious Layer to 13 ft.
Use Standard Trench
Soil Rating. <5 min/in = 1.2 gal per sq.ft/day
No. of Bedrooms 5
Required Area per Bedroom: 150/1.2 = 125 sq.ft..
Total area required: 125 x 5 e 625 sqft.
Testhole depth 13 feet
Bottom Rock At 7 feet
Top Rock At 3.5 feet
Rock Depth 3.5 feet
Total Trench Length 625/7-89.311.
SYSTEM CONFIGURATION
STANDARD TRENCH
TOTAL LENGTH 90 FT
TOTAL WIDTH 4 FT
TOTAL DEPTH 7 FT
ROCK DEPTFI 3.5 FT
COVER 3 F
1500 GAL SEPTIC TANK
The installation of this septic system will not prevent wells from being installed on the adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
„ GRE, ~ER ANCHORAGE AREA BO dGH
Department of Environmental Quality
s'
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE
(�SEWAGE DISPOSAL SYSTEM
NAME _JSl.�+o'+l MAILING ADDRESS PO- C1 �S3 PHONE �4%�`� 23
LOCATION (1\R-RCVQgS -I_A_A7✓ LEGAL DESCRIPTION ,TRA:1 3 7-1114mnA
SEPTIC TANK:
DISTANCE (] NUMBER M .�
FROM WELL � MANUFACTURER 1ATERIAL +�1' COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY ��0GALLONS.
'pRiEDRAIN E1EI:DT9_Enf_4
y/Qp 1TOTAL LENGTH
'�
DISTANCE FROM WELL .�-++�' FOUNDATION 3o NEAREST LOT LINE '� OF LINES 133
NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH � IN. TOTAL EFFECTIVE
ABSORPTION AREA 33 SQ. FT. LENGTH OF EACH LINE
,p-�� DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE -Ty - ABOVE TILE
WELL:
TYPE S_? -i CONSTRUCTION DEPTH DISTANCE FROM:
BUILDING NEAREST NEAREST
FOUNDATION_, LOT LINE . SEWER LINE_
CESSPOOL . OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES.
INSTALLED BY: — D
SEWER LINE DEPTH:
PIPE MATERIAL: K�Azan-
LOT SLOPE:
REMARKS: <TO _01� o-3,4&_
DAT
Form EQ -032
SEPTIC SEEPAGE
TANK , SYSTEM_
DIAGRAM OF S
APPROVED
G.A.A.B.
W aSi4
miir-F I C i }FAL I TY OF Fir-FCF .a7R1=1GE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 E. TUDOR RD., ANCHORAGE. AK. 99507
276-2221
11:3WA
joj7-
WELL F4t4E> CAP4—S3I TE "xEWEFZ F='ERM I T
PERMIT NO. ( 7634: )
APPLICANT JOS RASE P 0 BOX 453 349-4734
LOCATION MERCEDES LANE
LEGAL TRACT 3 ILLIAMNA ACRES LOT SIZE 200000 SQUARE FEET
TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING CSQ FT/BP.)= 100
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
L7EF'�'H= 10 LErJGTH= 31 C3FZF:=1%6{EL- 1?EF}TH=
THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION CIN FEET).
Ft:EG!lJ I REd SEF T I C TF�rJFC I �E= 1C-1G�Q GFiLLOt+155
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY 1. THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 200 FEET FOR A PUBLIC WELL. I F
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
F�EF-:M I T 'a/FFL I a FOR Or+tE VEnF Z F= F-iOM I S�lJE
I CERTIFY THAT
1: I AM FAMILIAR, WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THBEDROOMS.
SIGNED : __ "" "^ ----------------------
�
_ - :7 -700-
ISSUED BY
�HBQ)
Perfornled for _ �o
Legal Uescription:_
This form reports:
Depth
Feet
_ i•oonic
3 -
r.IZEATER ANCIIORAGL AI!,A DUROUZ,Ir'"�
�L.,:partment of LnviroriwenLal ()UalILy
3330 °C" Street
Anchorage, Alaska 99t)03
SOILS LOU - VEROLATION TEST
Date Perfon:e-d Z�e_Z/976
S log X
q -o:
5-•d,
v SO/70�ef. Gi-a✓e/ G!Y/.SlY
—
•.a
Gross Time
8 —'i•-.
Net Uro1,
9-'0
10 -
12
13
14 -
r�
Fla}
Sone
+0 z0'
{e West
ation test —
GY S�%/y Gia✓e� GrJ
Was'groand water encountered? Alb__— If yes, at what depth:
ds. .
Reading TUate
Gross Time
Net Time Depth to Water
Net Uro1,
Percolation rate minute.
Proposed installation: Seepage PitDrain Field _.•_— —__ —___
IleptII of Inlet — Depthll tobottom of ;,Pit or trench __—.—_—__--
CUITIENTS: — - -- --- -------- — ----- — ------ - ---
Perfonled ay:r _Qa+y _. CcrtifieU Uy:�C-- �ate:GlllTG__
yo-nan rr/74i
•
•
•_ � _ Municipality of Anchorage rP
On-Site Water and Wastewater Program
(907) 343-7904 SAFETY
ID , "5•
Certificate of On-Site Systems Approval
Old
("� -
Parcel I.D. 017-101-09 `- 1(k e)C(S� Expiration Date: C(
oZe 1 e
1. GENERAL INFORMATION:
Complete legal description ILLIAMNA ACRES; TRACT 3-1
Location (site address) 14360 Golden View Drive *Anchorage 99516
Current Property owner(s) Mark&Lucy Mahan Day phone 240-1465
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
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 ❑
WaiverNariance request for: Distance:
Received by: �. Date: fib
COSA to be released to the engineer,unless otherwise req jested by the engineer.
COSA Fee $ 52.(sc Waiver Fee $
Date of Payment U l 9:1)1g Date of Payment
Receipt Number 0-118SG7 Receipt Number
COSA# O5G((6102 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.
Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date: ),)1/1
000000OO
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system ol' OF 4 C QQ
in accordance with the guidelines and regulations established by the Municipality of Anchorage and K —.• .,qA
industry practices. The reported results describe the condition of the system/s on the date/s of the O P.•• ()n
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or � TH
encroachments may exist that were not identified during the evaluation. The operational life of all wells *"" 4• d� •S' v0
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 0
workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and .. 0
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the Q e'fr/ Gor essi 0
system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of 00111304 C —79 3 �
the well or septic system. GEG makes no representation whether an alternative well or septic system f �c�0
can be installed on the property in the event either of the current systems fail to perform adequately in �� �,P '� � f °c'�
the future. The content of this report is for the sole benefit of the person/party that retained GEG to Z-Zi3rpf ess‘01-6
perform the evaluation. Reliance upon the information provided in this report by any other person or �DoOoo��
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
#AECC884
6. DSD SIGNATURE
System #1 Approved for I bedrooms
System #2 Approved for bedrooms
Disapproved 0\-"‘
Conditional approval for bedrooms, with the following ttpulatt1ds$1TE G ..
WATER ANCER z
TCWA
m� W pROGRAM
7n GG.
S.en
y: 1 �,,,� Original Certificate Date: (9 Z�— I
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 ?6' Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet_10-10.12.doc
If more than 1 septic system is on the lot:
COSA Checklist# of_
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: ILLIAMNA ACCRES;TRACT 3-1 Parcel ID: 017-101-09
A. WELL DATA 'PER GEG INSPECTION
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO
Date completed 1964(?) Sanitary seal(Y/N) YES Wires properly protected (Y/N) YES
Total depth *62.9+ ft. Cased to UNK ft. Casing height(above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 6/12/18
Static water level _ \.- ft. 26.2 ft.
O1
Well production N g.p.m. 3.6+ g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 ml. Nitrate 2.43 mg./L. Collected by: GEG, Ltd.
Arsenic: <5.0 ug./L. Date of sample: 5/30/18
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 1/8/97
Tank size 1500 gal. Number of Compartments 2 Cleanouts(Y/N) YES
Foundation cleanout(Y/N) YES Depression over tank(Y/N) NO High water alarm (Y/N) YES
Date of pumping 5/19/18 Pumper A+HOME SERVICES
C. ABSORPTION FIELD DATA I'BELOW EXISTING GRADE AT MONITORING TUBE)
Date installed 1/8/97 Soil rating .p.d./ r ft2/bdrm) 1.2 System type TRENCH
Length 90 ft. Width 4 ft. Gravel below pipe 3.5 ft.
Total depth *13.2+ ft. Eff. absorption area 630 ft2 Monitoring tube YES Depression over field NO
Date of adequacy test 6/13/18 Results(Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test 3 in. Water added 638 gal. New depth 7 in.
Elapsed Time: 120 min. Final fluid depth 3 in. Absorption rate>= 600+ g.p.d.
Any rejuvenation treatment(past 12 mo.) (Y/N&type) NO If yes, give date -
2042 GALLON PRE-SOAK PERFORMED ON 6/12/18
MONITORING TUBE(DRIVEN STEEL PIPE)ONLY EXTENDS 33 INCHES BELOW THE INVERT
D. LIFT STATION
Date installed Size in gallons Manhole/Access(Y/N)
"Pump on"level at in. "Pump off'level at .• wa er alarm level at in.
I - - Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
Public sewer main 75+ Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ Property line 5'+ Absorption field (UNK)
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION :� ,.• ' .....4. 11.. ... 111
AV i . ••• I I. i N ''". * •••�
I certify that I have determined through field inspections and w ,••
review of Municipal records that the above systems are in i i
conformance with MOA COSA guidelines in effect on this • ..•• 1_,
•
date. t�^. _` r. A. Gam: s e iu
Engineer's Printed Name JEFFREY A.GARNESS •�J' ••• �G��
• ...• 0. 11 i.0•P� :
Municipality of Anchorage
-.• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650. ,
www.ci.anchorage.ak.us
(907) 343-7904
ae .
e �e
Y 1
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FORA SINGLE FAMILY DWELLING �or
Parcel I.D. OI -4- IOt- alti 45
HAA# 05LW1
Expiration Date: 14 — g " 03
1. GENERAL INFORMATION.
Complete legal description Track
34 11.6,mna.
Acrw
Location (sit@ addressor directions)
19 foo
Cola. \%,;L ; Pride,
Current Property owner(s) Alor 60,
Welbe�t
Day phone
Mailing address P,0 goti
liosg
- AnAar'ay . AK 9101
Lending agency
Day phone
Mailing address
Real Estate Agent c1hris
S - reo
Day phone
Mailing Address
Unless otherwise requested, HAA will be
held by DSD for pickup.
2. NUMBER OF BEDROOMS:
S
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well A
®
Individual On-site
Individual Water Storage
❑
Individual Holding tank ❑
Community Class Well
❑
Community On-site ❑
Public Water System
❑
Public Sewer ❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. 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 Health Authority 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 W of structure Indicated herein. l further verify that based on the information obtained from the
Muni ' tj7 i�horage files and from my investigation and inspection, the on-site water supply and/or
s osal system is(are) in compliance with all applicable Municipal and State codes, ordinances,
lations in effect at the time of installation.
Name of Firm zgNric - n Fnatn ��ns
Address 902 w Imok 5wi6 Zo3 Am4ore-jo AcSoi
Engineer's Printed Name "r66y, 5,,46 1-
5. DSD SIGNATURE
✓ Approved for bedrooms.
Disapproved.
Phone Z-41-31lto" v0
Date tt-ii=oS
i'�cw'l'1.1Rea�
Conditional approval for bedrooms, with the following stipulations:
Attachments:
HAA Checklist X
Septic System Advisory
Well Flow Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: Original Certificate Date:
JPW. 01102)
Municipality of Anchorage e .
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: TraLA 3 ILia,..nc Acrts Parcel ID: Oil -101-09
A. WELL DATA
Well type -Lih fie, If A. B, or C provide PWSIID #
Date completed 160 5 Sanitary seal (YIN) T
Total depth4*4*00 ft. Cased to' 0'J.n•
73� 1 FROM WELL LOG >* r
Date of test /fie W Ll, Lc�
Static water levet
Well production
ft.
Well Log (Y/N) ^01
Wires properly protected (Y/N) Y_
Casing height (above ground) a0 in.
AT INSPECTION
1-11- RODS
zZy .n.
3 g.p.m.
WATER SAMPLE RESULTS:
Coliform —0--colonies/100 ml. Nitrate 2. Lmg./I.
Other bacteriacolonies/100 ml.
Arsenic: mg./l. Date of sample: _L:JI --2065
Collected by: L Sow►�w -�
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Grter' Sfee J
Date installed 1181n
Tank size 1500 gal. Number of Compartments
Cleanouts (Y/N) Y
Foundation cleanout (YIN) Y Depression over tank (Y/N)
High water alarm (Y/N) N/A
Date of pumping 113120oS Pumper 64-
C. ABSORPTION FIELD DATA
Date installed IJ,Q1 1 Soil rating (g.p.d.lfe or ft2/bdrm) ILL
1
System type IQ Ire. ,k
Length 90 ft. Width y ft.
Gravel below pipe 35 ft.
Total depth ft. Eff. absorption area 3Q_ft2 Monitoring
tube Depression over field 1�
Date of adequacy test Ii Ili 05, Results (Pass/Fail) -&60L_ For .5 bedrooms
Fluid depth in absorption field before test O in. Water added gal. New depth f0in.
Elapsed Time: — min. Final fluid depth 6 in.
Absorption rate >= _450 g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) /lone k4a,O,
If yes, give date —�
D. LIFT STATION
Date installed Size in gallons Manhole/Access (YIN)
"Pump on' level _ in. "Pump off" evel at in. High water alarm el at in.
Datum Cycles tested Meets alar circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
r
Septic tank/lift station on lot (( S
Absorption field on lot 101t
Public sewer main N.A.
Sewer /septic service line
> 50
On adjacent lots
>100,
r
On adjacent lots >100
Public sewer manhole/cleanout Al. A .
Holding tank A/ A .
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 3,a Property line > 10 r Absorption field I r
r
Water main 14• I\ • Water service line > O Surface water *.> 100, r
Wells on adjacent lots 7 ICt,
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line > t0 Building foundation � I I Water main
Water Service line > 50 Surface water > 100' Driveway. parking/vehicle storage1i S
Curtain drain N. A . Wells on adjacent lots >100
F. COMMENTS
G. ENGINEER'S CERTIFICATION /JO—;e—
1 certify that I have determined through field inspections and t �'
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name Io 66CO SJ24i h land
Date 1-�I'ZOd� \ plprrv,.ct"y
HAA Fee 5 430 26 + / 7
DateofPayment 1/1410S
Receipt Number _6i�, 2 3
(Rev. 12/01)
Waiver Fee 5
Date of Payment
Receipt Number
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