HomeMy WebLinkAboutT15N R1W SEC 18 LT 129T15N RIW
SEC 18
Lot 129-
#051 - 172 - 3-2
Municipality of Anchorage
.� Development Services Department ?c •_ _`'"
Building Safety Division
4700 South Bragaw St.�
On-Site Water 8 Wastewater Program,
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW040361 PID Number: 051-172-32
Name: MARK AND SALLY COBURN
Wastewater System: 0 New ■ Upgrade
Address:
18828 MOOSE PLACE a CHUGIAK, AK. 99567
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 688-5215 4
C] Deep Trench ■Snaltoe Trench OBed OMound ■Other•
LEGAL DESCRIPTION
=a ��` 3.0
ToW DaPN iwn SEE DWG.
GM/54. R
R
Black: Lot: Subdivision:
Depth to Plea (chem hem "kwl poM:
Gravel GAIN bowoth PIPs:
— 129 —
SEE DWG. R
0.5+ R
Township: 15N Range: 1W Section: 18
FN added awve ofta yrdc
p Clenya:
40
SEE DWG. R
R
WELL:
Ga ekl :
Nu Of Snee:
pwonu Maawl Sme:
—
O New 0 Upgrade
5 R
1
R
CMwlicotion (Prwwa. A.B.Q.' Tobi
Cord T-CKDAWO
Tolw Otee tkn yp:Pip
ft'at :
R
200+ so. R
D-3034/F-810/SCH 40 PVC
allMn /� Dole Drklad:
stoat water Leave:
MlalMr.
GEG, Ltd.
Dote kwblled:
5/25/2005 — 8/5/2005
R
rwM:
eu,np set M:
ceekw "ht A Cr :
f TANK
CM
R
R
SEPARATION
DISTANCES
0septic 0Holding ■S.T.E.P. ■Others
To
Septic
Absorption
Lift
Holding
/Private
Yawleclurer:
GREER
taP Ny M yea :
1500
From
Tank
FKId
Station
Tank
seed. U.
Well
100'+
100'+
100'+
—
25'+
wt STEEL (3/16")
� of teewari w 2
Surface water
100'+
100'+
100'+
—
—
LIFT STATION
Lot Une
5'+
10'+
10'+
—
—
Sine h yaeeae:
1500
Mar.Oacit"er:
GREER ZABEL TECHNOLOGIES
an M eu
a WI Mew eu
Hiyh .titer alwm et:
Foundation
5'+
10'+
10'+
—
—
TIMER
I TIMER
45"
Pump Make • tA>dat
EMetritw kwdac grio br
Curtain Drain
NONE KNOWN
P—SE-13T
RISING SON ELECTRIC
BENMARK
Remarks: *THIS IS A ZABEL SCAT AEROCELE SYSTEM.
Locotbn thea Daecrv.
THE EXISTING TANK AND DRAINFIELD ABANDONED
DOOR THRESHOLD FOR GARAGE
PER MUNICIPAL AND UPC CODE.
THE DRAINFIELD WILL BE TOPSOILED AND SEEDED
'
AaevW EMvwwn 10000
.R
ENGINEERS SEAL '•
IN THE SPRING SUMMER OF 2006.
000�4ppOo
ZOO).-,
OO) : y°OQQ
Inspections performed by: GEG, Ltd. Dates: 1st 5/25/2005
0.. H
�.............
2nd 5/25/2005
Q�
3rd 8/5/2005
OQv y Garness.:
,
Development Services Department Approval
G 5 � -t
04 '' �•!.. •
It
Revierowted and approved by: Date:-
ewe • 6°0'�
�O00000�6
PERMIT NUMBER: AS—BUILT DRAWING PARCEL ro NUMBER:
SW040361 051-172-32
EXtnnNG• +—/' I Ipp WELL •;'!..
ell•�';' I RADIUS ( : •:'
NEW DRAINFIELD •I.
NEW ZABEL \\ TM12ff0'z zp{Z�' : • :� - I
SCAT FILTER \\ \\ '"�o \\ ...'..;
,s
OBL2 \
1500
DOLT \ I
\ GALLON S.T.E.P.
\ \ TANK
A B \\
FCO
163.671
10.95
ST1
167.031
18.12
ST2
169.55 1
23.22
MH
170.96 125.48
I a
COT
170.04 144.17
MTI
70.33
45.37
CO2
43.87 169.94
MT2
40.92 169.10
® I
— — J
DBL1
114.12
50.08
DBL2
113.16
49.10
\\ \� EXISTING MOBILE HOME
TO BE REMOVED UPON
„
COMPLETION OF HOUSE
I U
In
ALTERNATE SITE
I a
LU
N
N
O
N I
I
® I
— — J
33' PATENT ROW RESERVE
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS """ '
]AI L ROOM DOM. LIR 101 . MbOIMOL M O 7 (OO>)SN " • YO91L •w.O. M.w
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARK & SALLY COBURN (907) 688-5215 2 OF 3 OO '.J e, A.
LEGAL DESCRIPTION: DRAWNJ.L.M. oOQ4/ 1 3
T15N R1W SEC 18, LOT 129
TYPE OF WORK: DATE: ��Q�p�o ee
AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 1/30/2006 Opppc
(R". DIM5)
PERMIT NUMBER: AS -BUILT DRAG PARCEL ID NUMBER: I
SW040361 051-172-32
FINAL GRADE
97.2+/ -
TOP OF TANK STI ST2
qq
AT INLET - 91.71 I I 1 1 F
INVERT OF BUNG J I I NEW 1500 GALLON
AT INLET - 91.19 S.T.E.P. TANK
TOP OF MANHOLE
97.38
TOP OF TANK
OUTLET - 91.71
ZABELSCAT FINAL GRADE
BIOFILTER MT CO 101.45-102.20
ORIGINAL GRADE INSULATION
97.88 AT FILTER FABRIC
HIGHEST POINT
TOP OF$AN� MOA APPROVE `INVERT OF PIPE
98.88 SAND FILTER 97.39
BOTTOM OF /
TRENCH - 94.88
RELATIVE ELEVATION OF GROUNDWATER IN
TEST HOLE O 92.88 ON 5/25/2005.
RELATIVE ELEVATION OF
BOTTOM OF TEST HOLE O 88.38
0
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
=1 L TOM 00.4 TOC 101 • ANCHDIACL M O 7 • h 1807).=7 '" • IN MW -M" • AsOL• w�p.rpwlp.•en
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: QO
MARK & SALLY COBURN (907) 688-5215 3 OF 3 0�
LEGAL DESCRIPTION: DRAWN BY: Oo°
T15N RTW SEC 181 LOT 129 1•L•M•
TYPE OF WORK:
PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADEJ 1/30/2006
LRw. 0IM51
:f-7953
F 3t Lib••''
■ER Rising Son EleCTrlc Inc.
■
�R
807 622 6777
08/26/05 10222A P.001
`� Rising Son C1ecEric. Inc.
1,4916 Woodland Drive
Eagle River, AIC 99577
(907) 622-6777
August 26, 2005
Gamess Engineering Group
3701 E. Tudor Road, Ste. #101
Anchorage, AK 99507
Re: 18828 Moose Place - Chugiak, AK 99567
Dear Rick:
The lift station at the above referenced property has been wired In accordance with NEC
and State/Local codes.
Thank you.
Sincerely, �I
,.A -W
Kevin S. Hornbuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
t
I
% MUNICIPALRYOFANCHORAGE
Development Services Department
On -Site KWcr& Wastewater Program
4700 South Bragow Street
P.O. Box 196650. Anchorage, AK 995196850
(907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number. SW040361
Legal Description: T1 5N Rt W SEC 18 LT 129
Design Engineer. 0855 Gamess Engineering Group, LTD
Owner Name: MARK & SALLY COBURN
Owner Address: 16828 MOOSE PLACEQ
CHUGIAK , AK 09567 -
Date Issued: Aug 25, 2004
Expiration Date: Aug 25, 2005
Parcel ID: 051-172-32
Site Address:
Lot Size: 108900 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit Is for the construction of.
Q Disposal Field Q Septic Tank Holding Tank [3 Privy Private Wen Water Storage
All construction must be In accordance with:
I. The attached approved design.
2. A6 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 ( I AAC80 ).
3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling
(907) 343-7004 (24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
0 05 GEG o t��k�crt so aA Z<�_t . �E%v or
Received By-,
Date:
Issued 0y fi`r>, Date: ZS
Municipality of Anchorage
• Development Services Department
Building Safety Division
On-Sfto Water S Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 695196650
www.cf.enchorage.sk.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 057-159-3el Permit Number
Property owner(s)1Aet�K AND Wit! v COBURN Day phone 686-5215 %
Mailing address (1) 18828 6 Dt OSr PLACE • CHUCIAK. AK.
Mailing address (2)
Legal description (Lot, Block & Sub'd.) ?t SN. 1W_ SEC_ 18• LOT 129_
Legal description (Section. Township E Range) N/A
Lot Size ��5+,�lLrJ AcreslSq.FL
THIS APPLICATION 1S FOR:
Number of Bedrooms , 4
Sewer Only 0 Well Only ❑
Sewer and Wen ❑ Water Storage ❑
Sewer upgrade ❑
THiS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. 1 further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
CARNESS ENGINEERING GROUP, Ltd.
Permit Fees: 1160
Date of Payment: rIZ10 l
Receipt Number. %
Waiver Fees -
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
August 17, 2004
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic System Upgrade for T15N, R1 W, Sec. 18; Lot 129,
To whom it may concern:
A permit was originally issued in 11/15/00. Per the home owner request we arc redesigning the
septic system for an Advantex treatment system. The proposed 4 bedroom house will be served
by a an existing private well and a proposed septic system. Two test holes where excavated on
the property. The proposed septic system will be designed around the 30 foot radii of these test
holes. We are proposing that a new 1500 gallon Advantex tank and a trench type drainficld be
installed. The existing septic system serving the mobile home will be completely abandoned.
Comments regarding the design arc summarized as follows:
1. SOILS: Sec the attached log which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 3.0 gallons/dayIR2 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutesrnch
b. Proposed Application Rate: 3.0 gallons/day/10
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 200 62
f. Total Depth: 3 feet (max.)
C. M.O.A. Approved Sand Filter. 2 feet (min.)
h. Effective Depth: 0.5 feet
I. Width:5 feet
j Minimum Length: 40 feet long total
k. Effective absorption area - 200 ft2
Note: The distribution line is to be 1.25" SCH 40 PVC with V4 inch diameter holes spaced every
16 inches on center (30 holes total).
3701 E. Tudor Road. Suite 101' Anchorage. AK 99507
Ph: (907) 3376179 4 Fax: (907) 338-3246 0 Website: gamesscngincering.tom
3. SURFACE WATERS: There arc no surface waters within 100+ feet of the proposed septic
system.
4. TOPOGRAPHY: The property is relatively flat. In short, there are no slope concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you h�e any questions, please contact us at 337-6179. Thank you for your
assistance.
M.S.
NOTE: Attached is a site plan drativing, a design drawing, a topography site plan, a solls log,
and a 7 page construction specification letter which are all part of the design package for this
septic s}atem.
3701 E Tudor Road. Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 0 Fax: (907) 339.3246 • Website: garnessengineering.eom
LOT 99
7154. Rlw. SEC 15
LOT 1211
715N. RIW, SEC 18
rVACANT�
1------------
LOT 98
T15N, RIW, SEC 15
(PRIVATE WET1. AND SEPTIC)
PROPOSED
SHED
4 BEDROOM
TN12
1
1
1
1
I
I
1
1
I
I
I
1
1
I
I
PROPOSED t �
SEPTC SYSTEu 1+iMjt
(SEE DESIGN 14J 1
PACE. 2 OF s J// I �
i Q
EX,STING YO&LE I v
ALTERNATE srtc NouC 1
--------------------------
33' PATENT NOW RESERVE
NO CONCERNS
8/16/2004
IDRAWN BY:
�._s_ .
GARNESS ENGINEERING GROUP, Ltd. R.A.L.
CONSUITANTSi "
GENERAL CONTRACTORS- I _ 100,
31811 TLID00 RnAn 31r1r q1 • 41C111OAeP 4f "S31 . A * f88113I741/80 FAT N10111V-�M
PREPARED FOR PNONC NUMBER: PAGE. NVUBER:
MARK AND SALLY C08URN (907) 688-5215 1 OF 4
LECAL DESCRIPTION:
715N, R1W. SEC 18; LOT 129
ITPE O: WORK:
SITE PLAN FOR SEPTIC SYSTEM UPGRADE
NO CONCERNS
7953
. • I
•s
••''�r.r•`
'
I
PROPOSED 1500 GALLON ••''EXTSTING
•'.:. •' WELL • •:
••••.•
ADVAHTEX TANK '�
I I s�l,'
(SCCDETAIL pRAwiNC :r•:
• ON PACE 3 OF s)
Lm
�• INSTALL
``
FOUNDATION .r �'• '
CLEANOUT
\\\\�THII
� ttW77
PROPOSED ORAINTIELD. EXCAVATE A ALTERNATE StM I a
TRENCH THAT IS 3 FEET DEEP
MAXIMUM, BY 5 FEET WOE BY 40 ExtSTlNC
FLET LONG. ADO TWO FEET OF M-OA SEPTIC SYSTEM TO
APPROVED SAND FILTER AND THEN BE COMPLETELY — I O
0.5 /ECT OF CLEAN. WASHED SCWER ABANDONED O
GRMNROCK. THE DISTRRRTTION UNC
G TO SC 1.25 INCH PVC WTH 1/4
INCH NOUS SPACED 1e DC14CS ON
CENTER (30 HOLES TOTAL).
(ON
PACE/OF 4) I
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _i
33• PATENT ROW RESERVE
xTF-
�o
8/16/2004
O
4Y
i• ..
fyR
DRAWN BY:
F- -. •. __ _.. •.. - - - . ._ _
Y
GARNESS ENGINEERING GROUP, Ltd.
SCALL:Ra'L
��CON3ULTANT3 S GENERAL CONTRACTORS..
•••• •• ••• •••••
71d r TIIM .IfAf! p•T! Ia . aw"Act a4 O•So/ . Mf Y/ IVOm1741m • pal t"713WIu0
....
'
PREPARED FOR: PHONE NUMBER:
PAGE NUMBER:
MARK AND SALLY COBURN (907) 688-5215
2 OF 4
A. es .
QO p ..J f r A. C
QOM ,r E- 953 i
•• o
LEGAL DESCRIPTLDN:
T15N. RiW. SEC 18: LOT 129
�a „A
�OO'PrOFssslot,
DOOM
TYPE OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
AdvanTex Treatment System
AX Series - Mode la CU
One (1) 40x96 Pod `—
IN
NOTE: THC MORD RrSULAnON TO BE
INSTALLED OVER THE SEPTIC TANK a 4•
BEYOND ON ALL SIDES EXCEPT UNDER
THE ADVANTOI FILTER. THIS Ymt ALLOW
FOR HEAT 70 ESCAPE FROM TANK t
RISE 70 THE FILTER ABOVE R.
AMANTEX
20 POD
e ERi s
SAND
1500 GALLON STEEL
ADVANTEX TANK 1 11
POSED DRAINFR;LD
S
X8/16/2004
0
GARNESS ENGINEERING GROUP, Ltd.
R.a.t»
g
r.-..+��CONSIR.TANTSi GENERAL CONTRACTORSSCALE
N.T.S.
. ... ........
'•..•; ... .
• rruM5
IM • TU IAM fTV N' • Aw..AC.f AA 4076 • n W71117+179PAX.ema
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PREPMED fOR: PHONE NUMBER:
MARK AND SALLY COBURN (907) 688-5215
PAGE NUMBER:
SOF 4
s
0 • -i9
LEGAL DESCRIPTION:
T15N• RiW. SEC 18; LOT 129,
00 •,' •..,,,,,•. '' COO.
OOdprefsssb^d�
�4
rnE Of f4m:
DETAIL DRAWING ADVANTEX TREATMENT SYSTEM
40' MIN.
---------------------------------------------__
TI
1� o�
ORIGINAL
o3' Or
rRou TANK
PVC WITH
ED 16 "
• FINAL GRADE
Tr FILTER FABRIC
MAX. DEPTH
STRIBUDON UNE
NOTE: THE MTRIBUTION UNE IS
TO BE 1.25 INCH PVC WRH 1/1
INCH HOLES SPACED 16 INCHES
ON CENTER 30 HOLES TOTAL .
_-_'--- . T_ R.A.L. ,` �: •..,,�;
GARNESS ENGINEERING GROUP, Ltcl. WALE: :4
CONSULTANTS L GENERAL CONTRACTORS •,,,,,
]1M, Tw p I,,"IM. A90 Af.P NNSM.. A,os MM17 '"- IA. I447pVbD6A N.T.S. •••• •••••••
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARK AND SALLY COBURN (907) 688-5215 3 OF 3 O A. less..
LEGAL DESCRIPTION: A7953 i
T15. RIW. SEC 18: LOT 129. fi •,�
TYPE OF MORN: Y40.OproTAsslcno`� 1
DTAIL DRAWING OF DRAINFIELD
SET. PLRM(T¢' -<Vj OZ o35'f
q -&c. OCLI C.10)xL. l.eGi'
ALASKA WATER & WASTEWATER CONSULTANTS. INC.
6 01 ROAD. SUfIE 28 •AHC E —72AX.
VMONE (907) 331-6179 EAX (907) Sail 16 � • •;SL
SOIL LOG — PERCOLATION TEST.- 9
LEGAL DESCRIPTION: T35N, RIW. SEC 18. LOT 129 "'
PERFORMED FOR: MARK AND SALLY COBURN 0 •••, • • ••• ..........
9/3/99 Q e e A. Comess;
DATE PERFORMED: Q 'a -••• -7953
P
a
�rEPTM =__= ORGANIC TEST HOLE #1 ddp•-. • *.....•••••
(soon( HOLE) 1 -
��000
CL/LOAM SOIL CLASSIFICATIONS
2 _�__ SITE PLAN
Isc
GW __ ORG 1• OIOGP MLGM / / CL SHEDMH
SP CH�;:: GP/SP SM �/% : OH
6 ';�•'' 120I
•,?',9 I
7 � ::L DEPTH TO a HOUr �
GROUNDWATER DATE 1 u
••
7.3' 9/3/99
•r'.`.'+i•� 6.8' 9/10/99
9-1 •p' •
HAJL j
10
11
12
13-
14-
15-
17-
19
314131719 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RLN BETWEEN 2.3 FT. AND 3.0 FT.
COMMENTS:
PERFORMED BY ALASKA WATER do WASTEWATER. I. JEFFREY A. CARNESS, CERTIFY THAT THIS
WAS PERFO M D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
IL GATE: /
St& re.&MIT ' -"Wjv Lp
F•,- ORtLWA.L
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
LEGAL DESCRIPTION: T15N, R1W. SEC 18. LOT 129
PERFORMED FOR: MARK AND SALLY COBURN
DATE PERFORMED. 9/3/99
feet
(---
CRCANIC TEST HOLE #2
(tact) —
1 mac- CL/LOAM (NORTH HOLE)
2
3
4
3
CP/SP
16
17
18
19
20
SOIL CLASSIFICATIONS
GW
--- —ORG
GP
I UAIJI ML
GM
/ CL
GC
I. ' OL
Isc
SW
MH
SP
CH
SM
OH
PERCOLATION RATE t1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.5 FT. ARID 3.0 FT.
COMMENTS:
PERFORMED BY ALASKA WATER do WASTEWATER. 1• JEFFREY A. CARNESSa CERTIFY THAT THIS
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL CLIDEIJNES IN EFFECT ON
Permit Number: SW020389
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Sheet
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: Oct 04, 2002
Expiration Date: Oct 04, 2003
Parcel ID: 051-172-32
Legal Description: T15N R1 W SEC 18 LT 129
Design Engineer. 0041 AK Water & Wastewater Consultan- Site Address:
Owner Name: Mark & Sally Coburn Lot Size: 108900 SQ. FT.
Owner Address: 18828 Moose Place Total Bedrooms: 4 Permit Bedrooms: 4
Chugiak , AK 99567 -
This permit is for the construction of.
❑✓ Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
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 (1 BAAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
PRIOR TO APPROVAL OF THE AS -BUILT I INSPECTION REPORT FOR THE PROPOSED WASTEWATER
DISPOSAL SYSTEM, THE EXISTING SEPTIC TANK AND CRIB WASTEWATER SYSTEM SERVING THE MOBILE
HOME ON THIS PROPERTY MUST BE PERMANENTLY DECOMMISSIONED IN ACCORDANCE WITH CODE:
Received By:
Issued By: 114 r-` x Date: / 'Lill
Municipality of Anchorage
-� Development Services Department
Building Safety Division
i 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
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcell.D. 172— 72_ —
Property
Mailing address (1)f Vzt:� 1/lvob' 11162e
Mailing address (2)0,41/gL r f4
Legal description (Lot, Block & Sub'd.)
oto 36ct
Permit Number SW
337 3.330
Day phone 66g`SL/5--
Zip Code
Legal description (Section, Township & Range)',r/'S/ti k1k)
Lot Size Z YZ 11cre9/Sq.Ft. Number of Bedrooms 9
THIS APPLICATION IS FOR:
Sewer Only Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the bove information is correct. I further certify that this application is being made for a
Single Ftp welling and is in accordance with applicable Municipal Codes.
of property owner or authorized agent)
Permit Fees:
Waiver Fees:
Date of Payment: 13O OZ. Date of Payment:
Receipt Number: 026311 _� Receipt Number:
(Rev. 12/00) Oa. -1 '1
puE
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Permit Number: SWO10482
Legal Description: TI 5N R1 W SEC 18 LT 129
Design Engineer: 0041 AK Water & Wastewater Consultan•
Owner Name: Mark & Sally Coburn
Owner Address: 18828 Moose Place
Chugiak , AK 99567 -
Date Issued: Dec 07, 2001
Expiration Date: Dec 07, 2002
Parcel ID: 051-172-32
Site Address:
Lot Size: 108900 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
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 DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
15. The following special provisions.
PRIOR TO APPROVAL OF THE AS -BUILT / INSPECTION REPORT FOR THE PROPOSED WASTEWATER
DISPOSAL SYSTEM, THE EXISTING SEPTIC TANK AND CRIB WASTEWATER SYSTEM SERVING THE MOBILE
,HOME ON THIS PROPERTY MUST BE PERMANENTLY DECOMMISSIONED IN ACCORDANCE WITH CODE.
Received By:
Issued By:
Date: I D - 7-0 1
Date: /2-7-0/
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
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. Q S/ - 1 7 a - ?S oZ Permit Number SW 01048
Property
phone 55a—a5y3 c70 5)tE
Mailing address (1) D 1
11a
Mailing address (2)
q /
Zip Code (QS%7 66/7,s
Legal description (Lot, Block & Sub'd.)
w
& Lay
Legal description (Section, Township & Range).
I I Iy 0
Lot Size oCyZ Acres/Sq.Ft.
Number of Bedrooms 4
/o gl %00
THIS APPLICATION IS FOR:
Sewer Only
)EC
Well Only
❑
Sewer and Well
❑
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single FWily Dwglting pr d is Zn accordance with applicable Municipal Codes.
(Signature cYproperty owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number.
(Rev. 12100)
Waiver Fees:
Date of Payment
Receipt Number.
MUNICIPALITY OFANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SW000499
Legal Description: T1 5N R1 W SEC 18 LT 129
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Mark & Sally Coburn
Owner Address: 18828 Moose Place
Chugiak . AK 99567-
Date Issued: Dec 07, 2000
Expiration Date: Dec 07, 2001
ParcelID: 051-172-32
Site Address:
Lot Size: 108900 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
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 catling
(907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
PRIOR TO APPROVAL OF THE AS-BUILT/INSPECTION REPORT FOR THE PROPOSED WASTEWATER
DISPOSAL SYSTEM, THE EXISTING SEPTIC TANK AND CRIB WASTEWATER SYSTEM SERVING THE
MOBILE HOME ON THIS PROPERTY MUST BE PERMANENTLY DECOMMISSIONED IN ACCORDANCE WITH
CODE.
Received By:
Issued By:
Date: A2 `9 icyn
Date: 12-7-00
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
November 15, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Upgrade Design for TISN, RIW, SEC 18; Lot 129
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. Two test
holes were excavated on the property. The proposed septic system will be designed within the
30 foot radii of these test holes. We are proposing that a 1500 gallon S.T.E.P. tank and a
pressurized bed type drainfield be installed. Comments regarding the proposed design are
summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 0.7 gallons/day/ft2 should be used and that a sand filter should be used.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 0.7 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 857 ft2
f. Total Depth: 3 feet (mar.)
g. M.O.A. approved sand filter. 2 feet minimum.
h. Effective Depth: 0.5 feet
i. Width: 15 feet
j. Minimum Length: 60 feet long
k. Effective absorption area = 900 f12
hl=: This is a pressurized system. The distribution lines are to 1.25' SCH 40 PVC with 1/8
inch diameter holes spaced every 3.0 feet on center (11 holes per later/66 holes total).
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com
4. TOPOGRAPHY: The property is generally flat. In short, there are no slope concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
M.S.
NOTE: Attached is a site plan draiving, a design drawing, two soils logs, and a 7 page
construction specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
1
WELL 100'+
1
I
c;&nc
I
LOT 98 I
715N. R1W, SEC 18 I
ARS
(PRIVATE WELL AND SEPTIC) I
I
LOT 99
I
T15N, R1W, SEC 18
I
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0
FOUR
BEDROOSMOHOUSE
9
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LOT 128`TH/2
715N, R1W SEC 18
\ I
EXISTING
DRIVEWAY
GACANTD
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-7'a a.
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NO CONCERNS
I 0
to
EXISTING MOBILE I 0
HOME I m
I
-------------------------J
-------------------
33' PATENT ROW RESERVE
NO CONCERNS
NO CONCERNS
DATE:
11/8/2000
DRAWN BY:
ALASI,Lkk «'ATI:R S WASTENNME'R
K.D.W.
SCALE.
� ^ - 100
CONSULTANTS, INC.
� ••••••• •'• ...........
RR WTE 29 • ANCHORAGE, AK 09504 • N ONE (907)357-6179 • PAX 907"38-3246
6401 DFRAROAD ORA
v� •• • ••.••..•• •• GS
PREPARED FOR PHONE NUMBER:
PAGE NUMBER:
HARK AND SALLY COBURN
(907) 688-5215
1 OF 3tJ
f e A. Gorness- fz'
err C 7953
LEGAL DESCRIPTION:1'y1V
T15N, R1W, SEC 18; LOT
129
V�•`�e •...••••••..... �
�A•�a•5orpro/esslo"o.
TYPE OF WORK:
SITE PLAN FOR DESIGN OF
SEPTIC SYSTEM UPGRADE
��^:y ; ; : •-'
.i•y,•
10
I E I S
I •'•'
PROPOSED 1500
w1-77N (r•
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•�.
GALLON S.T.E.P.
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TANK
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FOUNDATION
CLEANOUT aG
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ALTERNATE SITE
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PROPOSED PRESSURIZED DRAINFIEL.D.
0
EXCAVATE A BED THAT IS 3 FEET
I 0
DEEP MAXIMUM, BY 15 FEET WIDE BY
50 FEET LONC. ADD TWO FEET OF
M.OA APPROVED SAND FILTER AND
THEN 0.5 FEET OF CLEW. WASHED
'
SEWER DRAINRDCK BELOW INVERT.
-- — — —
— — — — — — — — — — — — — — — — —
— — — — —
33' PATENT ROW RESERVE
DATE:
11/15/2000
,00d�Op 4
0 6 OF
DRAWN BY:
K.D.W.
ALASKA
RTATER & WASTEWATER
g
SCALE
CONSULTANTS, INC.
1� = 40•
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6901DfgA RO .SUTE29-A HHOOnNSUALcT" 07)317-6179•rar 907"38azcs
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PREPARED FOR: PHONE NUMBER:
PAGE NUMBER:
MARK AND SALLY
COBURN (907) 688-5215
2 OF 3
QO :, A. less..
1
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Q�°yJ • C 7953 • ` k
LECAL DESCRIPTION:
RIW
SEC 18; LOT 129
dprofessioGooc
��40000�
TYPE OF WOR
DESIGN OF SEPTIC SYSTEM UPGRADE
I 1-�
-----------------------------�
I 1
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-------------
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I I/ 4" PVC LAITM5 (1W3)
DIA MONIfORN6 WE Af EPCH CORNER
PLAN VIEW
Mf Mf
MR
2' MN. OF COVER
WLA110N
1.25" P MITER `.CH qO PVC
DI51a11110N LINE5. DRU.1/811
HOLE5 EVERY 5 FEET ON
awk. n HOLES PER LAIERPI..
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ALASKA WATER S WASTEWATER
CONSULTANTS, INC.
901 DFRARR ROAD, SUPE 29 • ANGNORAGF, AK 99504 ! ►110NE (OO1US]L179' FA% (9011716-52
EPARED FOR: PHONE NUMBER:
MARK AND SALLY COBURN (907) 688-5215
T15N, RiW, SEC 18; LOT 129
E OF WORK:
PROFILE DESIGN OF SEPTIC SYSTEM UPGRADE
„�,�
DRAWN BY:
K.D.W.
N.T.S. -F .. ...........
NUMBER: •••
3 OF 3 tA
A. Carness•
QO°o� —7953
it
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11
6 DRAIN ROCK BELOV✓ PIPE
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�'S
X15 +k1
2 FEET MIN. GF FL,ER SMID
PROFILE VIEW
�o
ALASKA WATER S WASTEWATER
CONSULTANTS, INC.
901 DFRARR ROAD, SUPE 29 • ANGNORAGF, AK 99504 ! ►110NE (OO1US]L179' FA% (9011716-52
EPARED FOR: PHONE NUMBER:
MARK AND SALLY COBURN (907) 688-5215
T15N, RiW, SEC 18; LOT 129
E OF WORK:
PROFILE DESIGN OF SEPTIC SYSTEM UPGRADE
„�,�
DRAWN BY:
K.D.W.
N.T.S. -F .. ...........
NUMBER: •••
3 OF 3 tA
A. Carness•
QO°o� —7953
ALASKA WATER & WASTEWATER CONSULTANTS, INC. F p
6901 DEBARR ROAD. SUNTE • CHORAGE, AK. 99504 O t 4
PHONE (907) 337-8179 •28FAX AN(907) 338-3248 1• ••s�Qo
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: T15N, R1W, SEC 18, LOT 129 ""' .... .. ""' """"
PERFORMED FOR: MARK AND SALLY COBURN ......••••
Q of a A. GamessV
DATE PERFORMED: 9/3/99 QQ -7953 :O
(feet = ORGANIC TEST HOLE #1 �0��°^°, '"......•'o�E°d��
1 (SOUTH HOLE)
p��00000��a
2 CL/LOAM SOIL CLASSIFICATIONS
SITE PLAN
I" = 100'
GP ML �t I
GM CL SHED I
..,...
4 GC OLS° 1
`` :.•: °..�.� SW MH Quo
.•. I 1
5 `%''•'' SP CH i
_,... ...
...
GP/SP SM OH
6 ... Sc TM#2• I
7 EXISTING U0BILE
DEPTH TO
V.,
• ' Z GROUNDWATER DATE HOME I
8 ' ••: 7.5' 9/3/99 \ I qq
:..... n1/i—ta
.•:
`'. ••• 6.8' 9/10/99 I vi
9 10
B.O.H. 1
10-
11—
12
13
14
15
16
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RUN BETWEEN 2.5 FT. AND 3.0 FT.
COMMENTS:
PERFORMED BY ALASKA WATER do WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS
WAS PERFO M D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE: ff
DATE
READING
CLOCK NET TIME WATER LEVEL
TIME (MINUTES) READING
NET DROP
(INCHES)
9/3/99
P��EO
R •NP`'
eSO�e�O
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
i SOIL LOG — PERCOLATION TEST I
LEGAL DESCRIPTION: T15N, R1W, SEC 18, LOT 129
PERFORMED FOR: MARK AND SALLY COBURN
DATE PERFORMED: 9/3/99
:7 ORGANIC TEST HOLE #2
1 CL/LOAM (NORTH HOLE)
2
3
a
5
6
7
8
9
10
11
12
13
16-
17-
18-
19-
20
617181920
COMMENTS:
GP/SP
•
•
GROUNDWATER
DATE
7.5'
9/3/99
7.5'
9/10/99
'
111111111
II'rlll!11
%//0
•
Iil 11111
maxim
_
�il1�l*iytyl7�
1�'.6'�
•
DEPTH TO
<1
GROUNDWATER
DATE
7.5'
9/3/99
7.5'
9/10/99
I'
SITE PLAN
= 100' i
I
$HED
c �
TM12, I I
EXISTING MOBILE
HOME i w
\ I q
TH/iD-
Iw
10
I 0
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
9/3/99
PO��O
p5
R •NP`'
F
e50�0E0
PERCOLATION RATE
<1
(MIN./INCH)
PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN
2.5
FT. AND
3.0 FT.
PERFORMED BY ALASKA WATER do WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS
WAS PERFQRMtD IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
r.
,.I
'
DArE RECEIVED
INSPECTIO PPOINTMENTS
v
If -
t6.
TIME
n
TIME �. \
F/
TIME
` '
p
\DATE s
DAV a I,
DATE L
OP
7. WATER SUPPLY
INDIVIDUAL'
' ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
IpISP,GQTOR
INSPECT
NSPECTOR_
Er-'INDIVIDUAL/ON-SITE"
X976 YEAR ON-SITE SYSTEM WAS INSTALLED.
MUNICIPALITY OF ANC MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & EN NTAL PROTECTI DEPT. OF L HEALTH &
F;�'JIRONMENTAL PFOTELiION
825 LStreet- Anchor ,Alaska 99501
ENVIRONMENTAL SANITATION DIVISION NOV 2 5 1981
Telephone 2644720
RR F((�'�,/ [[
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER'FAL1L1'A4E6�
DIRECTIONS: Complete all parts on page 1. Incomplete requestswill not be processed. Please allow ten 00) days for processing.
1. PROPERTYGWNER -
Ale 1J9,t_//1
PHONE
(o lg3
J�-JN/�f) an
-at
MAILING ApDDRESO•S i3o u SL} 9q5 6'1
PROPERTY RESIDENT lit different from above)
HONE
2. BUYER
MAILING ADDRESS
3. LENDING 11UTITUTION //�� �/�•
PHONE
.SIC A(,1519 l� t'C IOfJ
MAILING ADDRESS
�R
gNcv
4. REALTOR/AGENT
PHONE
MAILING ADDRESS
5. LEGAL DESCRIPTION
1a �-v C 1Z°7
STREET LOCATION
[' �
Ad�Ar4 '�Jfa-12fT
v
If -
t6.
6.TYPE OFF RESIDENCE
NUMBER OF,BEDROOMS
❑ 9ne [3Four ❑ Other
ERSINGLE FAMILY
Two ❑ Five
❑ MULTIPLE FAMILY
❑ Three ❑ Six
7. WATER SUPPLY
INDIVIDUAL'
' ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
Er-'INDIVIDUAL/ON-SITE"
X976 YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLICUTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED.
72-010(Rev. 6/79) /•((/r`/',`.�
- THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ONSITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATEINSTALLED
INSTALLER
❑SepticTankor ❑Holding Tank
Size: If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
❑ APPROVEDFOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
BY
72010 (Flo, 6/79)
December 3, 1981
Ms. Linda McMullian
P.O. Box 54
Chugiak, Alaska 99567
Dear Ms. McMullian,
Approval for the individual sewer and water facilities cannot
be granted until the following items have been completed:
* No outside water tap is accessible. Please call this
office to arrange an inspector to meet us at the site.
* Expose the well for our inspection to determine proper
construction, also to insure minimum distance requirements
are met between the well and sewer system.
* Expose the septic tank manhole to verify its existence.
* The septic tank pumped with a receipt submitted to this
department. The total number of gallons pumped needs to be
on the receipt and verified by a registered engineer as to
the actual number of gallons pumped. This is to verify the
size of the septic tank.
*
An adequacy test needs to be performed on the existing
leaching area. This test will determine if the system is
adequate according to National Standards. A listing of
private firms performing the test is enclosed. This report
needs to be submitted to this office for our review.
rV.
Please notify this department for a reinspection when the
noted discrepancies have been corrected. If there are any
further questions, please call this office at 264-4720.
Sincerely,
C . �1�
Robert C. Pratt,
Associate Environmental Specialist
r.
r ROBERT A. SHAFER
EXCAVATION
CIVIL ENGINEER
WORK 694-4979
November 290 ML •ILMY OF ANCHORAGE
DEPT. OF HEALTH &
��O`� •w,. •✓'�� ENVIRONMENTAL PROTECTION
DcC 4 1981
Linda McMullian RECEIVED
P.O. Box 54
Chugiak, Alaska 99567
Dear Mrs. McMullian,
Reference: Lot 129; Section 18; T15N; R1W
~ A sewer system adequacy test was performed on the system located
on the referenced property as yob requested. The septic tank was
pumped and 'verified to have a capacity of approximately 1000 gallons.
The seepage pit was charged with 900 gallons of fresh water and
after a period of 24 hours all the water which had been added to the
crib had percolated out.
It can be concluded from this test that the waste water disposal
system serving the two bedroom residence located on this property
is currently functioning adequately. However, the system cannot
be guaranteed against subsequent failure.
If we may be of further assistance, please do not hesitate to call.
Sinc ely,
ERT A. SHA ER, P.E.
RAS/ss
cc: Alaska U.S.A. Federal Credit Union
Municipality of Anchorage
Department of Health and Environmental Protection
SRS 196X EAGLE RIVER, ALASKA
