HomeMy WebLinkAboutMAXSON LT 3Maxson
Lot 3
#051-153-54
2MunicipalityPG^Y34dleli
• � unicipality of Anchorage =�a
On -Site Water and Wastewater Program 5 I
(907)343-7904 sn Er.
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcell.D. 051-153-54
1. GENERAL INFORMATION
Complete legal description
Expiration Date:
Location (site address) 20023 TENADA AVE, CHUGIAK, AK 99567
Current Property owner(s) BRETT & SHARON MILLER Day phone
Mailing address 1750 SW METOLIUS AVE. REDMOND OR 97756
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:
5
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class C Well
®
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for:
Received by: ' Date: 2 2$ /
COSA to be r e engineer, unless otherwise requested by the engineer.
COSA Fee $ SaaG '8
Date of Payment a� lot $ I
Receipt Number
COSA# OSC ip IbLA
Waiver Fee $
Date of Payment
Receipt Number
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 ARCTERRA CONSULTING, INC. Phone 868-3791
Address 20441 PTARMIGAN BLVD., EAGLE RIVER AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 2/18/16
Engineers Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition
of the well and septic applies only to the conditions as of the day tested, The flow and absorption rates may change due to subsurface
conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate
during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future
occupants or can ArcTerra guarantee that no unseen ! r OF �� ,
encroachments, deficiencies or discrepancies exist. v
/�4c�
*f 4-q Tl! YF �,
6. DSD SIGNATURE
System #1 Approved for S bedrooms. , �g f"rce'x\1 . °D ��
711
System #2 Approved for bedrooms. 'td �� �o�°s
FEssio^w
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
BY
_ Original Certificate Dater 2 z. �-14
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 engineers work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet tai 612AM
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: MAXSON LOT 3 Parcel ID: 051.153.54
A. WELL DATA
Well type CLASS C If A, B, or C provide PWSID # 214573 Well Log (Y/N)
Date completed Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth ft. Cased to ft. Casing height (above ground) 24+ in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft,
Well production g.p.m. 9.p -m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 mL Nitrate ND mg/L
Arsenic: ND ug/L Date of sample: 202016
B. SEPTICIHOLDING TANK DATA
Tank Type/Material SEPTIC I STEEL
Tank size 2000 gal. Number of Compartments 2
Foundation cleanout (YIN) Y Depression over tank (Y/N) N
Date of pumping 2121201$ Pumper JRs
C. ABSORPTION FIELD DATA
Collected by: ARCTERRA
Date installed 11/12!2002
Cleanouts(Y/N)
High water alarm (Y/N) N
SNAuaW
Date installed 4/1612004 Soil rating (g.p.d./ft or ft2/bdrm) 0.6 System type -BEEP TRENCH
Length (68',&62') 130 ft. Width 5 ft. Gravel below pipe 4 ft.
Total depth 7.8- 7:9 ft. (measured 2/2/16) Eff. absorption area 1300 ft Monitoring tube Y Depression over field N
Date of adequacy test 2/312016 Results (Pass/Fail) PASS For 5 bedrooms
Fluid deptt) in absorption field before test 23 & 26 in. Water added 800 gal. New depth 34 & 36 in.
Elapsed Time: 1440 min. Final fluid depth 21 &25 in. Absorption rate >= 750 g.p.d.
Any rdjuvenaiiari treatment (past 12 mo.) (Y/N & type) N If yes, give date
D. LIFT STATION
Date installed
"Pump ori" level at _ in.
Datum
Size in gallons
"Pump off' level at _ in.
Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot NA
Absorption field on lot NA
Public sewer main NA
Sewer /septic service line NA
Animal containment areas NA
SEPTIC/HOLDING TANK ON LOT TO:
Manhole/Access (Y/N)
High water alarm level at in.
Meets alarm & circuit requirements?
On adjacent lots NA
On adjacent lots NA
Public sewer manhole/cleanout NA
Holding tank NA
Manure/animal excrete storage areas NA
Building foundation 54 Property line 51+ Absorption field 54
Water main 101+ Water service line 104 Surface water 100'+
Wells on adjacent lots 1501+
ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water Service line 104 Surface water 1004 Driveway, parking/vehicle storage 104
Curtain drain 50'+ (NONE KNOWN) Wells on adjacent lots 1504
F. COMMENTS
2"4-
G. ENGINEER'S.¢ERTIFICATION
I certify that 1 -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.
Engineer's Printed Name KENNETH M. DUFFUS
Date 2118116
COSA canary sheet2-6-15.doc
% Pv OF ALS\
�, 49
��,sstax�
33'
I � —
I
BIRCHWOOD LOOP
jN00'08'00"W
( 125' ELEC, TELECOM,
& UTILITY ESMT
�I
I�
m
M
M
In
=-I
O
z
I I
30'
I
( .
I o
X N2
�
z my
00
(�
I co
C
O
�I
I I!
ANCHORAGE RECORDING DISTRICT
ASBUILT OF:
MAXSON SUBDIVISION
LOT 3 PLAT 85-39
SURVEY CERTIFICATION: I, John L. Schuller, have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated thereon are within the property lines and no
enchroachments exist other that noted.
EXCLUSION NOTES: It is the owners responsibility to determine the
existence of any easements, covenants, or restrictions which do not
appear on the recorded subdivision plat. Under no circumstance should
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
FEB 20, 2016 1 1-=30'
16-007 RAWN BY: OHLC LU BV GRID NUMBER: I BOOKIPA
JLS NW1256 160106
0
I
�
I
60
c F^
r
mw
ZW
rn
{z
~
n
2 m
ti
<
z
Im mmo
D/W
wr
W
1�3
I
r
C
(71
J
I I
30'
I
( .
I o
X N2
�
z my
00
(�
I co
C
O
�I
I I!
ANCHORAGE RECORDING DISTRICT
ASBUILT OF:
MAXSON SUBDIVISION
LOT 3 PLAT 85-39
SURVEY CERTIFICATION: I, John L. Schuller, have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated thereon are within the property lines and no
enchroachments exist other that noted.
EXCLUSION NOTES: It is the owners responsibility to determine the
existence of any easements, covenants, or restrictions which do not
appear on the recorded subdivision plat. Under no circumstance should
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
FEB 20, 2016 1 1-=30'
16-007 RAWN BY: OHLC LU BV GRID NUMBER: I BOOKIPA
JLS NW1256 160106
0
LOT 3
N71 °03'4;7"E
LOT 2
ROAD
70.1
J �
zM
wo
• 00
W
� O
O
sop rrl
FP
—CANT
n
x
WALK
E
EXISTING
GARAGE
V Q
12.0'
N
J
N
O
OO = Frm sis^ RFBAR
49TH
L
..
c
•d HN L. SCHULLER:
LS -10408
w
w
w
W
LOT 1
X max_
ADL IV I) ��j
aw5 y� f�G�
1831 Talkeetna Street
Anchorage, Alaska 99508
(907) 227-1455 office
(907) 274-4992 fax
60
Cn
L80
mw
ZW
{z
~
n
2 m
ti
z
A
GRAVEL K
D/W
LOT 3
N71 °03'4;7"E
LOT 2
ROAD
70.1
J �
zM
wo
• 00
W
� O
O
sop rrl
FP
—CANT
n
x
WALK
E
EXISTING
GARAGE
V Q
12.0'
N
J
N
O
OO = Frm sis^ RFBAR
49TH
L
..
c
•d HN L. SCHULLER:
LS -10408
w
w
w
W
LOT 1
X max_
ADL IV I) ��j
aw5 y� f�G�
1831 Talkeetna Street
Anchorage, Alaska 99508
(907) 227-1455 office
(907) 274-4992 fax
DEPT. OF ENVIRONMENTAL CONSERVATION
DIVISION OF ENVIRONMENTAL HEALTH
DIRECTOR'S OFFICE
March 12, 2003
Kenneth Duffus, P.E.
KND Engineering
20441 Ptarmigan Blvd.
Eagle River, Alaska99577-8736
Re: Maxson S/D, Lot 3
Dear Mr. Duffus:
FRANK H. MURKOWSKI, GOVERNOR
555 Cordova
Anchorage, AK 99501
PHONE: (907) 269-7517
FAX: (907) 269-7650
http://www.state.ak.us/dec/
This office received your paperwork for registering the wastewater disposal system serving the duplex on the above
referenced property. By submitting the Documentation of Construction, the existing system is approved. I will
place the submitted forms in our files.
Thank you very muchfarproviding us the information.
If you have any questions regarding this matter, please do not hesitate to contact us.
Sincerely,
Leticia Tadina
Environmental Technician
Cj* Printed on Recycled Paper
IKNDENGIN'EERING
February 3, 2003
Keven Kleweno
Alaska Department of Environmental Conservation
555 Cordova Street
Anchorage, AK 99501
Subject: On -Site Septic System Approval (Duplex) - Maxson Lot 3
Dear Keven,
This is to certify that as of the date of this letter, the subject on-site septic meets or
exceeds minimum municipal and state requirements. The certified contractor
was Calkins Construction of Chugiak, Alaska.
Attached are the construction plans, ADEC Documentation of Construction with
septic system as -built, and soils log. If you have any questions regarding this on-
site wastewater system please feel free to contact me at (907) 696-6111/Fax (907)
696-8111.
Respectfully submitted,
XND Engineering, Inc.
i
Kenneth M. Duffus. P.LIJ
End.: As noted
i
18 AAC 72.035(d) allows conventional onsite wastewater treatment and disposal systems that serve a single family_
home, a duplex or a small commercial facility to be 111"led without prior pian approval by the Department,
if the system is installed by a certified installorcr un()er the direction ofa registered engines. Approved Homeowners
may install conventional onsite system; serving their own home or duplex provtt)ed oft
eeitairl requirements .
For those systems installed under 72.035(d), this form must be cootplefed and sub/ ' ; " to the Department
within 90 days of completing construction. In addition to this form, 0the1' Info :madon must be submitted
i as identified below.
Additional submission regairementsforallinstanations: +
i 1. A copy of the asboiltsurvey (if available); -
2. Awell log (if available);
3. Testhole loo and percolation test results if a percolation test is required bemuse of soil type;
4. Sand liner material approval if sand liner was installed.
Additional submittal requirements for Certified Installers:
1. Minimum of four pliotograplis of the installation -in accordance with P844 3 of the Instances Manual.
Additional submittal requirements for Approved Homeowners:
1. Minimum of four phoingcaphs of l}ie ipstallation.In accordancewith Page 3 of the installees Manual.
Record of a soil classification from a soil testing lab or a I&W from a registered engineer who rated the receiving soil.
Copy of letter from ADEC confirming that the installer has attended the required Department training.
Additional submittal requirements foFsystems with construction observationby an engineer.
1. Record drawings in accordance with 18 AAC 72.610(cxl}
2. The Documentation of Construction Fond must be sealed and signed by the observing engineer.
This construction documentation form with the applicable attachments should be submitted to the
nearest local office of the DepartmeplarLnvironmental Conservation at the address listed below.
Notification lines shown below aro for.perdfied installers use to notify ADEC of aplanned installation.
Juneau '
Ketchikan
Fairbanks
410 Willoughby Avenue
540 Water Street
610 University Avenue
Juneau, Alaska 99803
Ketchikan; Alaska 99901
Fairbanks, Alaska 99709
907-465-5150
•907-225-6200
907-451-2360
Notification Line 907451-2184
Kenai
Mat -Su Valley
Anchorage
35390 K -Heath Road
P.O. Box 871064
555 Cordova
Soldoma, Alaska 99669
Wasilla, Alaska 99687
Anchorage, Alaska 99501
907-262.5210
907-3764038
907-269-7500
Notification Line 907.262=5210 Ext 252
Notification Line 907-376-5139
Notification Line 907-269-7517
apter 72, WastewaterTreatment and Disposal Regulations, the installer's Manual and this form may be found on the
.repartment's Home Page at bttp://wwwstate/ak.us/locaVakpages/ENV.CONSEPv/honle.htm
Form revised 4/99
STAVE OF ALASIA
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DOCUMENTATION OF CONSTRUCTION
r:
Legal Description of the Location
Submitted by: (Cheek one)
MAYsoN S�tLiDIVISlOIJ, Lor 3 p
Certified Installer
20023 TENEf•DA AVE,
C
Approved Homeowner
IIto • K �°! S(a7 � Ttegistered Engineer
Installer Name: --..
Ey E'K ETTE• C • C ALKr id< Onsite Wastewater System Serves:
ElSingle Family, Number of Bedrooms
Mailing Address '
wDuplex. Number of Bedrooms S
❑ Small Commercial Facility With Estimated
Design Flow of less than 500 GPD.
Well (Drilled wDzf%nI
RoorCatehment
Holding Tank
Is an
Is dram
Is well
on
❑ SWI17alrntlf3'1
❑ Odor t7deaiI
syAnn..
we that one
None .
1,11 ion ❑
Odxr:
❑ Ya
❑ Ya
❑ Yes
❑ Ya
r:T.
No
No
No
No
U Bur" ❑E1&w
❑ Banker ❑Govemm
- Date
KE 11 Ni.�UFFUti EN In1EEi2 ~�zC31�3
Note: /, Thirsectlan shoo! geed by er7 ed Installer. "I'MAStloaal Eggtneer. DECsfoff, or OxmedButlder
2. Aft publlerntersystemsmwtrec ADECplanap,piovalpdortoronh.,iom See 18AAC80SrareofAias DrinkifpgWi,,
Reguratlow forspeciftc requiremenAa
r
3 .
[Mulz
Septic Tank with Conventional Soil Absorption System ❑ Package Treatment Plant (requires engineered design)
Holding Tank: -Material.e:
TYp Size In Gallons: - Manufacturer:
LJ Other - Specify Type ❑ Alternate Onsite (requires engineered design— ) --'
❑ Small Commercial System (<500 GPD) With Estimated Daily Wastewater Flow of:
Gallons Per Day (GPD)
Criteria Used to Estimate Daily WMtewaterQuantity:
..,
- '" •' Date Installed: t t I 17- f o Z
ESystermInstalled: ❑ By a Registered EngineerWith Ins ection b . a RP y egistered Engineer
Approved Homeowner (attach copy of approval letter) ❑ By a Certified Installtr/InstallerNumber
ank: Material: TNanufacturer: Size (tcllonsJ:
S?E.,- AacN.TANK ���✓✓✓2,00D Number ofCompartments:
Type of Soil Absorption System: ❑ Deep Trench �q ShallowTreneh ❑ Seepage Pit ❑ gM
ading/,SizeofDistribution lTock: 1/911,
/ry- vh
1, "
- r Scrt;frtt.�
'colation Test Results, AttachCopy of ReperC
13.3 Minutes (• Ft2-SV)
per loch 10$ Sq. Ft.. per Bedroo
.imum Ground Cnver clve.• •e_..a_ m__._:.... � 4' s.Rrwt y
1409,1L.
f 1300 9�
)tion Area:: Gg'} io2` X 5'W tr y'+D
ution Rock: q ` � rr . I21
by-- KND EtJ(slntp�tttJ(r, 1tJc•
1*
- _ rvunuauon aaeataut: VSeptic Tank:
� Monitor Tubes:
List Separation Distances From Septic Tank or Absorption Area, Whichever is Closest, to All Nearby:
Public Drinking Water Sources Within Zoo feett } r
%OD Private Drinking Water Sources Within 1011 feet: /DO 1 -
Nearest Water Bodies (see 19 AAC 72A20(b)): f p61 }
Distance from
LotLine. in�a
Distance From
Distance from
C[ 7116
P�OF^.arms'
ES510�.
to: -
rf
ptionArea toSlope exceeding 25%: /6614-
5t=vnc.. 'sy6;TK" 11 f t2A08- •Pon S IIEO2oow� Qut'reX.
711(0
tvG
t n�rsriitrc�vrrs ��x ntna>;amr R.
1. In aplanvieWlocaleand identify each oftbpfdllo lbW .
a) Well: .b) A45lsueturcs
e)Surfaa Water. .n. Bootees of Contamination �Septia Tenk d) Sell System
h) Closest woo opadjsrnttproperiy. - 8) Piopetty Lhie (lnehrde dlmenden.�
i) Closest septic tank on an adjaeentproperty •,;,'i;
j) Cbaeat edge oEan.aluorytion ftetd on 3AEaeeMproperty_�'••.:' k) All aleanouts and monftortubes
Z. Show dutances between the well and eachofthe sources ofconlamination Hsted a1. .
3. Show•di;knees baMen waterbodies and eachpalt ofthe oasitesystem listed in 1.
4. To across section view oftho son absorption arca, identify" eompoicout and shoal the depth (thickness) ofd, following: .
a) Boa l'bvec 6) Absotp6op Matgisl . e); Water Table d) Bedrock e) Disehargepipes .. t)Iosulatioo
a
A -C= 5.6'
B -C= 34.3'
A -D=19.4'
B -D= 49.0'
A-E= 48.9'
B-E= 78.7'
A -F= 33.5'
B -F= 33.4'
A -G= 55.4'
B -G= 81.7'
A -H= 50.8'
B-H= 52.5'
AS -BUILT- SYSTEM DETAILS/SIT' PLAN Permit
MAXS❑N S/D, LOT 3 1PID#
50.0' 1 1 j EeXISTING SYSTEM CIN FAILURE)
S! 98J3 99� 98.7
X8.7 ° B � FINAL GRADE
0
J NI III
2000 GAL
$N SEPTIC 94,2
'vm 7ANK SEWER ROCK
TRENCH i
SCALEe NTS
i . _OF..AL`••g4, ,�
1TH*
RMININL''171 M. Uuk' t
\'�I CE -7116
..........._.
"'e+nTs33IOLI�'AV
68'
FINAL GRADE
SEWER ROCK
TRENCH 2
PREPARED FOR,
BOB PHILLIPS
P.O. BOX 672344
CHUGIAK, AK. 99567
(907) 608-3130
FIELD BOOKS COMM
BOUNDARY: BOUNDARY DPA*' VBG
BTA"NR STAKING DHEDKm, KMD
ASBU'Lr. JOHNSON DAM 12/0
Dxv. FlLe MO: NW12;
ADAD FILE` 02031.DWG 'm N" 02031
INS
3
NGJ
______ — 3' BLM
26' i
------ ----- ----- ----
SCALEe V = 50'
NDNITDR TUR[,
SCALEe NTS
Ltl&l ZJ ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
1
TH#02-1
EXISTING SPLITTER
+' a
y
XISTING DIVERTER
LQ
L.1 j i
S
C EXISTING 2000
J
a¢y
GAL TANK
O
p I 1
St
°- --FCO -
�§
EXISTIN
U i
y
�` °
"T 5 BDRM
MT
DRIVEWAY
£1
DUPLE
uo
C RADIUS
in i i
cu
15'
Telecomm—Elec— til Esmt
S! 98J3 99� 98.7
X8.7 ° B � FINAL GRADE
0
J NI III
2000 GAL
$N SEPTIC 94,2
'vm 7ANK SEWER ROCK
TRENCH i
SCALEe NTS
i . _OF..AL`••g4, ,�
1TH*
RMININL''171 M. Uuk' t
\'�I CE -7116
..........._.
"'e+nTs33IOLI�'AV
68'
FINAL GRADE
SEWER ROCK
TRENCH 2
PREPARED FOR,
BOB PHILLIPS
P.O. BOX 672344
CHUGIAK, AK. 99567
(907) 608-3130
FIELD BOOKS COMM
BOUNDARY: BOUNDARY DPA*' VBG
BTA"NR STAKING DHEDKm, KMD
ASBU'Lr. JOHNSON DAM 12/0
Dxv. FlLe MO: NW12;
ADAD FILE` 02031.DWG 'm N" 02031
INS
3
NGJ
______ — 3' BLM
26' i
------ ----- ----- ----
SCALEe V = 50'
NDNITDR TUR[,
SCALEe NTS
Ltl&l ZJ ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
1
WELL & WASTEWA
MAXS❑N
KD
NO PUBLIC WELLS WITHIN EDW OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED.
NO SEPTIC SYSTEMS WITHIN EOD' OF
PROPOSED WELL EXCEPT AS NOTED.
FER DISPOSAL SYSTEM`DETAILS/SITE PLA
S/D, LOT 3
i�� OF ALS\ i
ice ....... ...
'49 TH Tk
CE -7116 a
'ago ....................
.......
"�;BSIOTIA�'
DESIGN DETAILS
5 BDRM X 150 GPD = 750 GPD
750 GPD/.6 GPD PER SQ, FT. (15 MIN/IN.)= 1250 SQ. FT
(1250/5'(W)) X .5 (RF) (4.0' GRAVEL) = 125 FT. TRENCH
USE 2 TRENCHES - 63' (L) X 5' (W) X 4.0'(D)
Total depth of system Is 7.0' from original grade,
Total depth of gravel below distribution pipe Is 4,0' .
NOTESI
1. CONTRACTOR & ENGINEER TO VERIFY INTEGRITY OF SEPTIC TANK AND
REPLACE AS REQUIRED, INSULATE TANK IF <4' COVER.
2, INSULATE TRENCHES WITH 2' HD BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED,
5, CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS.
PREPARED F❑RI
BOB PHILLIPS
P.O. BOX 672344
CHUGIAK, AK. 99567
(907) 608-3138
FIELD BOOKS COMPUTED:
BOUNDARY: DRAWN:
STAIONC: CHEDXED:
ASSUILT: DATE:
DWG FlLL: GRID:
ACAD nE' 02031.DWG I " N- 02031
Scale 1'= 100'
PAGE 1 OF 2
ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
WASTE'w ATER DISP❑SAL SYSTLiA DETAILS
MAXSON S/D, LOT 3
EXISTING SYSTEM (IN FAILURE)
i 36,2'
c PROPOSE PRIMARY SYSTEM
PROPOSED DIVERTS
J
CO CO
1
1
MT MT o EXISTING 1750 GAL
SEPTIC TANK
O I 35. o (VERIFY INTEGRITY
U
TH#0 -1
cu 8' J EXISTING
�' 3 5 BBRM
F) Q DUPLEX DRIB
o
U MT o MT
I �
CO ° C❑
10.0'
1
\AL'i8 R. YVllV
- CE -7116
�
PREPARED FORT
BOB PHILLIPS
P.O. BOX 672344
CHUGIAK, AK. 99567
(907) 608-3138
FIELD BOOKS ccuwitn:
BOUNDARY. DRAWN: G.
STAKING: m: KMD
ASBUR.h DAM 5,L30,
DW FILE: DIDD: NW12:
ADHD FIIF' 02031.DWG I 'm N- 02031
Iso /
D
Scaler 1'= 20'
PAGE 2 OF 2
Ltlbl J UJ ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
ND ENGEVEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
Kenneth A4, &U ffus
CE 71f6
SOILS PERCOLATION TEST
Performed for: Bob Phillips Date Performed: 5/23/02"e„•
Project: Lot 3 Maxson Subdivision TEST HOLE # 02-1
Depth
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Org/Overburden —red/brown,
GM/SM — gray, moist, med
dense, w/ cobbles to 8"
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
LWas Groundwater encountered? NO What depth? NA
pth to water after monitoring? NO Date? 5/30/02
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
5/30/02
9:00
7"
-
2
9:30
30 min
412/16"
2 4/16"
3
"
9:31
7"
-
4
10:01
30 min
412/16"
2 4/16"
5
10:02
7"
-
6
10:32
30 min
412/16"
2 4/16"
Water
Added
Percolation Rate 13.3 (min/in) Perc Hole Diameter6"
Test Run Between 4 feet and 5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
r�
nNCri�tt�r�E
�• i t (907, ;'G.: - .: t t 1
11 ,4AR7 t.*N t l•; i❑,: - ,FNVIiMNIM NT A L G W) I CC I I;Y.
,Permit #: 821198
January 31, 1983
TO: Permit Applicant
Subject: T15N R1W Section 8 SW'; SW; Lot 169-A
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely
Q� ,ij-
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RCP/ljw
enc: Copy of Permit
SWP/057
r7Ur-4 I C I AL_ I TY OF nr4CF-IP'Z:FcF:lGE
DEPARTMENT f HEALTH AND ENVIRONMENTAL OTECTION
825 'L- STREET, ANCHORAGE, AK. 99501 1
264-4720
OtJ—<3 I TE S;Et-1EE: FZ F}FEE FZM I T
PERMIT NO. C 821198 )
APPLICANT RUSSELL MAXON S.R. 1 BX 2458 CHUGIAK 688-3732
LOCATION BIRCHWOOD LOOP
LEGAL SWI/4 SWI/4 T15N R1W SEC84-4 LOT SIZE 110000 SQUARE FEET
LOT �bo
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING CSO FT/BR)= 170
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
E>EF=TH= S LEtJCa, TH= G4 (3FZI9%6-EL 17EF=TH= 4
THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION! CIN 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 (IN FEET).
FR' EG�U I FZEE> SEF}T I C-rnr-4K S~ I ZE= 1O10iD IMnt-L_Ot-4S
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
--- TWO C 2 ] I NSF ECT' I Or -ISS nFZE FZEE: IMU I FZEO ---
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER, LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F}EFZM I 7- EXP I FZES OECEMF3EFZ =1.r
I CERTIFY THAT
1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS
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
RESIDENCE IS REMODELEQ,TO INCLUDE MOPE THAN 3 BEDROOMS.
SIGNED: -,/--2 ------7g2_-_v_zcL.(___ _e!� _ I-_ n '-
W
------------
APPLICRNT SSELL MAXON h
m�
ISSUED BY ________DRTE� a -IU-Sti
1.'9 ED 2
AND !JELLS AS SET
ENLARGEMENT IF THE
V4. 0
/ U FUR
MUNICIPALITY OF A!JCH FpG�,/-�,rr
DEPART,. AT OF HEALTH AND ENVIRONMENTAL'V..iTECT10iY '
825 L. Std oat, Anchorage, Alaska 09:+01 E!Pf:14720' f
SOILS LOG — PERCOLATION TESMI"UG Z J 1992
C
:,;AL DESCmPT)ON: 11 M
OFl•71l oe.�ar,tc �„
•'��'t'.11 yArvu4 5tL.T
Cvloll1.,
7
O J lt/`
/99 'j�
�y
.10 .,
D YJATCfI
ED?
HA'r
13
14 -{ 1
to
••r
�� �tJ•7-I A. Sh fer
18 �, •te No. 11,77.E : • •i
�. s�A 'et .•� p•V.
201___l
L3
I'r tiC:':. A710%
7::, r
Ter/ S-�Q-----
SITE f•LAN
— —II—
—
Time
N•!l
'rune
: wih In --
c
- Net
P:.Ie,
Orcp
it
�
I
'h
1
' ReadingGross
Data
Time
N•!l
'rune
: wih In --
c
- Net
P:.Ie,
Orcp
PERCOLATION RATL t-' _7hn�in\ult:'u (
TEST RUN BE T::E F�f L .F'r AP:.) `L-') h r/
aa�c:dl�,
__..,....._ c.,.c:
• PERFORSIED BY Mn CEHTIr ILO F J rl�, DATA
LiIG P"rn. A r:
/ S 613 7 7 AUG
PFI. b31 2 i 1 1 6 1382
73-000 (6/79)
f