HomeMy WebLinkAboutFIRE LAKE HEIGHTS LT 5jil
rim
MUnicipatity of~Ahchorage
.,, :•''
Development Services Department
Building Safety bivislon .. ...
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519.6650 Page of 3
www.cl.anchorage.ok.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: 5W030033 PID Number. 051— 3 Sl— a
Name PAN/ ' t;Pik'e /
Wastewater System: ❑ New V Upgrade
nn
Address I S5'1V 01;vi ivt K 99577
7.506 ABSORPTION FIELD
K'
? csoQ Number of Bedroo ns:
Phona 7a 9 —v?
1<0eep Trench 13 Shatbw Trerrh O Bed O Mound D Other.
LEGAL DESCRIPTION
Sol Rating 1
Total Depth from original grade:16
0D p rF
F l.
Block: Lot Subdivision �arC
J
Depth to pipe bottom from original de
94
Gravel depth beneath pipe:
C,
—r Fl.
Ft.
Township, Range: Section: s
Fil added above original grade: '3+
Gravel Length:
Ft.
J1F�+ll Ft.
+:I
Well: ❑ New [IUpgrade
Gravel widlh
Number of lines:
I
Distance beNroen lines:
Fl.
Ft
Classification (Private ..'k
Total Depth: FL Casedb: Ft
Taal absorption aver ��� F�
pipe edaP
Drier
Date Drill static water Level:
butane Few
Date installed' r•r •��_Q�
Ft
(` J
can
Yield:
ump Set n:
Cass Above Grorald
TANK
GPM
Ft.
FL
SEPARATION b1STANCES
p Septic I] Holding ❑ S.T.E.P. ❑ Other.
To
From
Septic
Tank
Absorption Lift
Field Station
Holding
Tank
PubliclPrivate
Sewer Line
Ma 1a°'"w. t
Fix,s�j/) ZonLrete—
capa�
wen03
,
a 8 ` —�
—�
? 5 =r
Material:
Number of compartmems:
Surface water
104
LIFT STATION
+1
LotLk*
/e3�
��[G.J(J(
^� O L
tie: MarMactuar
. JS
Gal.
Foundation
►
' IQ L
L_LA
'Pump on- level at:
High water alarm at
I
N.
Curtain Grein
One hONln
Pump Maks Electrical Inspections p"ronned by
R"Wks:
BENCH MARK
Locawn and Description:
L r
�
0 0.•►� o'F 5�n
aumed Elevation.
FL
i •}C;iii 49t 0p
•••= •• ••
S & S ENGINEERINGver5-D'3-o3
17034 Eagle River Loop Road, No 04 S-� 3 �� 3
Inspections by: gi"
performed
River, Alaska 99571Yates:
Ik
�?
2nd 5 -a3 -D3
(Ij ROBERT C. COWAN f�Q fr
beVelophiehtSeifvlcesDepMrniehtApptoval
;0`~,;
heviewed and approved by: Date: i� v
ftti ...............
(Rev. 13110)
♦�� -I�w1� y4
z1
PERMIT NO. SWO30033 PAGE 2 OF 3
Municipalit of Anchora e
DEPARTMENT OF HEATH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.D. Box 196650 • Anchorage, Alaska 99519-6650 • Tegl'ephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 5, FIRE LAKE HEIGHTS S/D P.I.D. NO. 051-351-28
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LOT 4
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OLIVIA RIVE------
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EXISTING CGRIIB�(
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C�NCRIETE (SEPTIC TANK
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(VERIFIED 5-23-03)
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ROBERT C. COWAN
Wr CE -8801
tt',ii,nviE�51� `'�+�
PERMIT NO. SWO30033 PACE 3 OF 3
Municipalityof Anchora e
DEPARTMENT OF HEATH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Tegl�ephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAL LOT 5, FIRE LAKE HEIGHTS S/D P.I.D. No. 051-351-28
FINAL GRA
C01=95.7'
?=96.5'
-101=88.9'
102=89.0'
NO `PATER FOUND
7(c.8' B.O.H.
N.
F
--A--7
B
C
FCO
19.5
5.5
—
ST1
25.0
6.5
—
OEM
31.0
14.0
48.0
DBL2
33.5
16.5
50.0
DV
36.5
18.0
51.0
C01
54.0
42.5
76.0
MT1 1
53.0
41.5
74.5
CO2 1
77.0
59.0
88.5
MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Permit Number: SW030033
Legal Description '-'FIRE LAKE HEIGHTS LT.- 51'
Design Engineer: 0003 S & S Engineering
Owner Name: PAUL WINKEL
Owner Address: 18514 OLIVIA DRIVE
EAGLE RIVER. AK 99577-7506
Upgrade
3 ry-1 --1 "-A-
Date Issued: Mar 04, 2003
Expiration Date: Mar 03, 2004
Parcel ID: 051-351-28
Site Address: 018514 OLIVIA DR
Lot Size: 36899 SO. FT,
Total Bedrooms: 3 Permit Bedrooms: 3
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 (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.
Received By:
Issued By:
Date: 3/G /G1
19- Date: 1-03
Municipality of Anchorage
• Development S-ervices 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 SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
ZD
Parcel I.D. 0 5 / - 3.6 / — !>- S Permit Number SWO30033
Property owner(s) j) v L Lv i NIG of, L Day phone
Mailing address (1) l r I q O,L r v, .4 1) 2 t y#_
Mailing address (2) F, C -(,'L AI V #&2 �//��fi k ,/Zip Code 'FIS 7
Legal description (Lot, Block & Sub'd.) LD f5 1'i re Le ke He' tifs S
Legal description (Section, Township & Range)
Lot Size 36; g9q Acres q.Ft
THIS APPLICATION IS FOR:
Number of Bedrooms _ 3
Sewer Only ❑ Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade M
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 Family Dwelling and is in accordance with applicable Municipal Codes.
& 5 ENGINEERING
1 ���— 17034 Eagle River Loop Road No. 204
2,111 > --Ie River JL —k- FA577
(Signature of property owner or authorized agent)
Permit Fees: q 0 O,
Date of Payment: I } / )-O l0 Z
Waiver Fees:
Dale of Payment:
Receipt Number: O :I-Ir3 9 7 [j, _ Receipt Number:
(Rev. 12/00) V
S & S\
pneeI2ing
ROBERTC.COWAN, PE.
ROBERMSHAFER, P.E.
APPROVALS
ALIMA
CML ENGINEERS
MAIN EXTENSIONS
(907)694-2979
FAX(907)694-1211
HEALTHAUTHOHITY
February 25, 2003
APPROVALS
SEWERBWATER
MAIN EXTENSIONS
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
SEWERILWATER
Anchorage, AK 99519-6650
INSPECTION
REFERENCE: Lot 5; Firelake Heights Subdivision
ENGINEERINGSTUDIES
AND REPORTS
Please be advised that the Carrol Creek Water System has been disconnected and no
longer serves the house on the above referenced property. The home is now served
only by well water from the private well on the property.
WELLINSPECTION
B FLOW TEST
Request you issue permit for septic upgrade as soon as possible.
If you require additional information, please contact us.
SITE PIANS
Sincerely,
ROADDESIGN
)4W
Robert C. Cowan, P.E.
RCC/ts
SOILTEST
PERCOLATION
TEST
STRUCTURAL d
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER. ALASKA 99577
S&
December 16, 2002
ROBERTC. COWAN, P.E.
ROBERTA. SHAFER P.E.
CML ENGINEERS
(907) 694.2979
FAX(907)694-1211
OV SHO�'Y
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
SEWER 6 WATER
MAIN OCTENSIONS
REFERENCE: Lot 5, Fire Lake Heights Subdivision
SEWER&WATER
INSPECTION
It is requested that you issue a permit to install a septic system to serve the existing
three bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test was performed. The approximate location
AMq PO� sTuaEs
of the test hole is located on the attached site plan. At the time of excavation 10/25/02,
water was not found. After monitoring, no ground water was found.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
WELL INSPECRON
&FLOWTEST
areas or drainage patterns by, the installation of the proposed septic system: The
construction of this system will not prevent any future development on any of the adjacent
properties.
SITE PukNS
If you require additional information, please contact us.
Sincerely,
ROAD DESIGN
Robert C. Cowan, P.E.
SOILTEST
RCC/bj j
Enclosure
PERCOLATION
TEST
STRUCTURAL&
MECHANM
INSPECTIONS
ON SITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER ALASKA 99577
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Performed For: , N�
Legal Description: to �J =
Depth
(Feel) O&AT✓%L$
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3-
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COMMENTS
Man''I 1paility bt AHchazige
Development Services bepartment
budding Safely Dlvtslon
On -Site Water and Wastewater Program
4700 South bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchoraae.ak-us
(907) 343.7904
Soils Log - percolation Test
W�
WAS GROUND WATER
ENCOUNTERED? AZO
S
IF YES. AT WHAT DEPTH?
Depth to Water After o
P
Monitoring? 1 V
�/E
Date: // 0
M
' 0 1 ROBERT C. COWAN i Ca
CE - Bull
Date Performed:
rran
r-
6
Reading
Dale
Gross Time
Net Time
Depth to Water
Net Drop
0
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._
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7,510,,
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PERCOLATION RATE �5(mnutesnncn) reran nue LAAMel en y
TEST RUN BETWEEN _r FT AND 6, FT
PERFORMED BY: nj (' 'J t.yry fti 1-44 L• t' " — CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCOR ANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 11/2-40-2—
HEALTHAUTHORITV
APPROVALS
SEWER& WATER
MMN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELLINSPECTION
& FLOW TEST
SITE PIANS
ROADDESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DLSPOSALSYSTEM
DESIGN
ROBERT C. COWAN, P.E.
ROBERTA. SHAFER, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX(907)694.1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 5, Fire Lake Heights Subdivision
December 16, 2002
GENERAL:
1. The scope of this project includes the verification of the existing 1000
gallon septic tank, installation of a new 1000 gallon minimum septic tank if
required, and installation of a trench to serve the existing three bedroom
residence located on the referenced property.
2. Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit with any special provisions or conditions, and
all applicable State and Municipal Wastewater Disposal Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
4. Unless specifically agreed otherwise, the property owner shall be
responsible for final grading areas subsequently depressed from soil
settling.
5. Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing
their own systems must also receive prior approval from the Municipal
Health Department.
SEPTIC TANK INSTALLATION:
A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577
Page 2
Lot S, Fire Lake Heights Subdivision
December 16, 2002
2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches above final
grade.
4. Septic tanks installed with less than 4 ft. of cover shall be insulated.
5. A foundation cleanout shall be installed one to four feet from the building foundation.
In the line between the tank and the leachfield there shall be two adjacent cleanouts
(unless an effluent pumping system exists within the septic tank). These cleanouts
shall be located on undisturbed soil not more than 10 ft. from the tank. The first
cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be
to clean toward the septic tank.
6. Final grading over the septic tank shall be such that a positive slope exists away from
the septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the design. The bottom of
the excavation shall be within 2 inches of level. If the sidewalls of the excavation
become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer
rock) placement.
2. Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
3. A silt barrier must be installed between the final gravel layer and the native soil
backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill.
4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the
locations shown on the design, and extend a minimum of 12 inches above final grade.
The portion of the monitoring tube extending through the gravel shall be perforated
from the bottom of the trench to the invert of the distribution pipe. This is equivalent
to the effective depth of the gravel as noted on the design.
Page 3
Lot S, Fire Lake Heights Subdivision
December 16, 2002
5. Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than thirty-six (36) inches.
The finish grade over the trench must be mounded to prevent the formation of a
depression after settling.
MINIMUM MATERIAL SPECIFICATIONS:
Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron
Yes
Yes
ASTM D3034 (PVC)
Yes
Yes
ASTM F810 (HDPE)
Yes
No
ASTM D2662 (ABS)
Yes
Yes
Use of a type of pipe other than listed above must be approved by the inspecting
engineer.
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco,
or equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
7. When sand is being used as a filter material, its gradation specifications must conform
to current M.O.A. or D.E.C. requirements, which ever requirement applies.
Page 4
Lot 5, Fire Lake Heights Subdivision
December 16, 2002
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of
the wastewater disposal system. These inspections will occur as follows:
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
2. The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting
engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a
pre -construction meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these
specifications and plans and in accordance with the attached M.O.A. permit. There will be no
contractual arrangement existing between the contractor and S & S Engineering. S & S
Engineering shall be the owner's representative and will inspect the work as stated above to
document the contractors activities. Final acceptance of the contractors work rests with the
owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor
to cavy out the work in accordance with these construction documents. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
Please supply the necessary information and.re-submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK .
GRE ""R ANCHORAGE AREA BOr ;H
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
/ INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME 4)L). MAILING ADDRESS
/� PHONE
LOCATION LEGAL DESCRIPTION L S h'rpl91/ (P llti .51,1
SEPTIC TANK:
DISTANCE
FROM WELL _
INSIDE LENGTH
MANUFACTURER
MATERIAL
NUMBER OF
COMPARTMENTS
INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS,
SEEPAGE PIT:
NUMBER OF PITS DIAMETER OR WIDTH �Z , LENGTH � -, DEPTH
LINING MATERIALy"n CRIB SIZE: DIAMETER Y1 DEPTH 4' DISTANCE FROM: WELL
uq / TOTAL EFFECTIVE _V
BUILDING FOUNDATION V , NEAREST LOT LINE � . ABSORPTION AREA (WALL AREA) �vp SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
BUILDING
FOUNDATION
CONSTRUCTION
NEAREST
LOT LINE
CESSPOOL OTHER SOURCES
NEAREST
SEWER LINE
APPROVED DISAPPROVED REMARKS
DISTANCES: Ab
X11= ..3Q,
INSTALLED BY:
144m; c frn Fx •
PIPE MATERIAL:
/Kew
LOT SLOPE:
REMARKS:
DEPTH
SEPTIC
TANK_
DIAGRAM OF SYSTEM
DISTANCE FROM:
SEEPAGE
SYSTEM _.
t
�00
2°b
DATE
APPROV
/ /G.A.A.B.
Form No. EQ -031 l/
GREATER ANCHORAGE AREA BOROUGH
Depth
Feet Soil Characteristic-,
.r
241
3
5 S a v,d y c� iq 8� � G'j g 5
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11 icy ravel
12-
13-
14—
Was
2-13-
14—
Was Ground Water Encountered? W/O
If Yes, At What Depth?
Reading j Date i Gross Time
IN
Net Time
Dopth to H2O
i
-- — -- -� — - ---- -------- -
Percolation Rate Mi nu. :e
Proposed Inst'allatirr: Pit n _ Drain
Depth of Inlet D.r)th t:o Gnt.toii1 of -Pit: or
COMMENTS:
Test: Performed
Net Drop
Field
Trencl-i ---
- --- --
13 (late Cel L i f ed BY:
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DEPARTMENT OF ENV1RON1"IFNTAI.. QUALITY Case #
3330 "C" Street
ANCHORAGE, ALASKA 9950;
H4..;, ifs,
Performed For
�/�/
f3%3— Dated
Performed 7-2fr-73
Legal Description:
Lot
.5 Block Subdivision�
j�+'rs
This Form Reports
Soils
Log _x _ _
Tes t-
- Soil Test Must
Be
—Percolation
L.oggea To 4' Below Proposed
Seepage System -
Depth
Feet Soil Characteristic-,
.r
241
3
5 S a v,d y c� iq 8� � G'j g 5
7n
A'
9�
10 3 i l4y c�ral►al — �Q _ I�'rj G GW; f S�
11 icy ravel
12-
13-
14—
Was
2-13-
14—
Was Ground Water Encountered? W/O
If Yes, At What Depth?
Reading j Date i Gross Time
IN
Net Time
Dopth to H2O
i
-- — -- -� — - ---- -------- -
Percolation Rate Mi nu. :e
Proposed Inst'allatirr: Pit n _ Drain
Depth of Inlet D.r)th t:o Gnt.toii1 of -Pit: or
COMMENTS:
Test: Performed
Net Drop
Field
Trencl-i ---
- --- --
13 (late Cel L i f ed BY:
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bWAC
law k
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TWO
LOUNH I Q 3:
h L. I I "W" U 0- 1 TA IVA 1-10^
1 A woo 112:1;�
DEPARTMENT
HEALTH AND ENVIRONMENTAL ..�OTECTIO
825 L
STREET, ANCHORAGE, AK 99501
�
264-4720
~
JL 11 N U k 11'.1 J.:
l[
"
DAN ISSL1ED:
1()/21/86
~
��
APPLICANT
BILL BOWLES
ADDRESS:
P.O" BOX 5233
AUBURN, CA
95604
CONTACT PHONE:
916)978^4764
LEGAL DESCRIP:
SUBDIVISION:
FIRE LAKE HTS" LOT:
5
BLOCK: NA
SECTION: 31N
TOWNSHIP: 15N RANGE:
1W
certi[v tha
l^ I am familiar with the requiror on- site sewersand wells as set
�orth by the Municipality of Anchorage (MOA) and the State o[ Alaska.
2. I will install the system in accordance with all MOA codes and regulations,
and in complian�e with the design criteria of this permit^
3" I wiI adhere to all MOA and State of Alaska requirements hor the set back
distances from any existing well, wastewater disposal system or public
sewerage system on this or any adiacent or nearbv lot.
Trrttfirb rtt�tn �r,a
DOC Co. tlba
SULLIVAN WATER WELLS
P.O. BOX 670272, CHLIGIAK, ALASKA 99567 • TELEPHONE 688-2759
OWNER OF LAND DLI'1'H OF WELL
ADDRESS i` 5! '}AuKv `- �S^� STkIWLFN'LL01•WAIIiRFI. t `—
LEGAL DESCRIPTION Fri L,4K Y6 -7S T +100 DRAW DOWN FT.
DATE • Started _ "` <s"4• Ended U �� -_ GALS. PER HR
r
PERMIT NUMBER KIND OF CASING
KIND Of FORF AToION:
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MISCL. INFORMATION:
DRILLER'S NAME - — ----
EAGLE RIVER ENGINEERING SERVICES
Lou Butera P.E.
P.O. Box 773294
Eagle River, Alaska 99577
Telephone (907) 694-5195
October 17, 1986
Mr. Steve Morris
Municipality of Anchorage
Civil Engineer/On-Site Services
P.O. Box 19665
Anchorage, Alaska 99519
REF: Lot 5 Fire Lake Heights
Dear Mr. Morris:
On behalf of my client, Mr. Bill Bowles, I am applying for a
private well construction permit for the above referenced lot.
The location shown on the site plan is located 100' from any
septic contaminant, all other pertinant separation distances are
complied with. This well will replace a connection to the Carroll
Creek community water system.
If there are any questions or if additional information is
requested, please feel free to contact me at 694-5195.
Thank You,
Lou Butera, P.E.
L� 7-
¢ i
Vd k/045
�I
AfecetBO v pIV
IL
p No
WF44S
\
411f5117j P� 1r '.i E,r�sr..,j. 1,i ,•
h PA
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op 0
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r Sep'/r� % 9
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AV
! � esesso • *ISI No A ffCtrS.0 �1
wEccs +tet ,
.. » ............ I - 4 OF q q
.Q *well plan only � «....�. • ��
c , Lout. A. But•ra . wi s„ Co
so CE-6736
• k
f 4,i FR ••ESS10Np~� 000 ..:...•9............ �... `
00 so
5 —13 U I;L T ;so
� VIIIIam McClintock �S o
���� • -Nd. LS 5460" �: ���
Hereby certify that LOT S ,ale- �19�op••••......•••o�°= MCCLINTOCK
r/,eE LA/rE /��irs sva�. op'OSSIONpa-zo LAND SURVEY COMPANY
:horage Recording District, Alaska, has been surveyed by me and P.O. BOX 671089
it no encroachments exist except as shown hereon. It is the Chuglak, Alaska 99567
:ponsibility of the owner to determine the existence of any
:ements, covenants, or restrictions which do not appear on the "
:orded subdivision plat. Listed distances prevail and scaling
)uld not be attempted. to determine unshown dimensions. This phone (907) 688-4 99
vey is not adequate for, nor should it be used for
.ablishing boundary or. fence lines.
4-3
E 10_/¢f6 DRAWN BY /3,tf JOB NO. gam_/SZ GRID NW 45-IL FIELD BOOK 96N-6 SCALE f 4=3o �im
I
S-Gs'—
'
SGS Ref.#
1210065001
Client Name
MOA Development Services Department, 0
Project Name/9
NIOA
Client Sample ID
135 14 Olivia
Matrix Drinking Water — W2�1 Lt)o�
Sample Remarks:
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
01/12/2021 15:00
01/05/2021 13:3 0
01/05/2021 15:20
Stephen C. Ede
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Waters Department
Total Nitrate/Nitrite-N 55.0 x 2.00
mg/L SM21450ONO3-F A (<10) 01/11/21 CWW
2 of 5
v /"
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date November 5 , 1986
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot 5 Fire Lake T15N R1W Sec.31
Location (address or directions)
(b) Applicant Name Bill Bowles Telephone: Home 916-823-1649Business916-9'T8-4764
Applicant Address P.O. Box 5233 Auburn California 95604
(c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ® ; Buyer ❑ ; Other ❑ (explain);
(d) Lending Institution
Address —. N
Telephone
(e) Real Estate Company and Agent Cook Inlet Realty Katie Horn
Address 121 W. Fireweed #208 Anchorage, Alaska 99503
Telephone 276-0000
(f) Mail the HAA to the following address:
pickup by engineer
I
2. TYPE OF RESIDENCE
Single -Family ® Multi -Family ❑ Other
Number of Bedrooms
3. WATER SUPPLY
Individual Well ® Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite ® Public ❑ Community ❑ Holding Tank ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Pagel of 2 172-025 (11/84)
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm Telephone
Address EAGLE RIVER ENGINEERING SERVICE:,
Date 8G EAGLE RIVER, AK 99577
P. U. 13OX it 3294
694-5195
Engineer 9 Seal)
-0
6. DHEP APPROVAL
Approved for tJL bedrooms by f' � ate
Approved �e _. Disapproved Conditional
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or
analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the
professional engineer's work.
Page 2 of 2
72-025 (11/84)
-'''w 0 ANCH0RA4E
t t)EPi1 0 4 PROTEGSION
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
NOS CHECKLIST - FEBRUARY 1984
�n 284-4720
Legal Description:
% / S /V Ac./"' .Sec 3/
T
A. WELL DATA
Well Classification If A, B, C, D.E.C. Approved (Y/N) /�4
Well Log Present (Y/N) Date Completed /0f€r6 Yield
Total Depth o200 Cased to_-Jlkk �s Depth of Grouting
Static Water Level Pump Set At��^
Casing Height Above Ground AL"
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
y
Sanitary Seal on Casing (Y/N) __2
Depression Around Wellhead (Y/N)
N
i
To Septic/Holding Tank on Lot /A2 ' ; On Adjoining Lots r160
To Nearest Edge of Absorption Field on Lot �'2 Y / ; On Adjoining Lots
To Nearest Public Sewer Line To Nearest Public Sewer
Cleanout/Manhole To Nearest Sewer Service Line on Lot
Water Sample Collected by S�/� �' "� �" s'^ �c° C;:`s Date
Water Sample Test Results 4411A "" /a'
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed / Size 1Q -4z: c / No. of Compartments eC
Standpipes (Y/N) y Air -tight Caps (Y/N) %y Foundation Cleanout (Y/N) /V
Depression over Tank (Y/N) Date Last Pumped��
Pumping/Maintenance Contract on File (Y/N) !"�^ f r
Holding Tank High -Water Alarm (Y/N) A-/-
Separation Distances from Septic/Holding Tank:
To Water -Supply Well //.--)To Property Line 67
To Water Main/Service Line
Course
Comments
Page 1 of 2
72-026(11/84)
0
Temporary Holding Tank Permit (Y/N) _t�/t
To Building Foundation
To Disposal Field —1i/
To Stream, Pond, Lake, or Major Drainage
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed 17-73
Width of Field % .2.
r
Square Feet of Absorption Area
M
— Type of System Design �eG zee p
Length of Field / 2 (
Depth of Field 4 rr.,
Gravel Bed Thickness
Standpipes Present(Y/N)
Depression over Field (Y/N)
/✓
Date of Last Adequacy Test
Results of Last Adequacy Test
_ S� f'J tie r�
4f r✓Gr r�r�
�5/mss/�(
Separation Distance from Absorption Field:
To Water -Supply Well /.;? Z/ To Property Line
To Building Foundation
Lot A)A
To Water Main/Service Line
'�F,S
To Stream/Pond/Lake/or Major Drainage Course _
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATION p//4
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
; On Adjoining Lots
To Existing or Abandoned System on
J 30 "
To Cutbank (if present)
t/,:) /
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
** Check Permitted Bedroom Rating Against HAA Request **
Vent (Y/N)
/v,
Pumping Cycles during Adequacy Test. Meets MOA
I certify that I have hecked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed � ..�-. Date Z/ fie axe ria., .r4. cW
Company MOA No. ST _� S �i /ter r�5.,. �. e.✓t Ira/%d
Receipt No. Ic?(6 `0(::�&7
Date of Payment
Amount: $ J U V C)GPj r�'rter's Seal
°Copcn
°i'T°
Y
Page 2 of 2
.................. i
9`Qo Louis A. Butera i4 ¢"9
72-026 i11/e4i ®Q �••• CL -673E
60495
ALASKA "'MIR011010f1TAL COIITROL S�,, IUICOs, Inc.
Engineerinq & Enutroomental Studies
SHEL HENSLEY
121 WEST FIREWEED LANE
ANCHORAGE ALASKA
99503
SELLER—WILLIAM BOWLES
LEGAL:FIRELAKE HEIGHTS LOT 5
ADEQUACY TEST FOR SEWER SYSTEM
ADEQUACY TEST DATE -9/19/86
9/29/86
SHEL HENSLEY
121 WEST FIREWEED LANE
ANCHORAGE ALASKA
99503
THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN AREA OF 288 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 450 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
THE SEPTIC TANK/PACKAGE PLANT HAS NOT BEEN PUMPED WITHIN THE PAST YEAR.
THIS REPORT DOES NOT VERIFY THE INTEGRITY OF THE PIPING FOR THE WATER
SUPPLY OR WASTEWATER SYSTEM.
e
�F• A,,!so '
0pof 4 9LH*
,�Q,;
�$*peso 0000 .00.00 0000 i
000#
•, if C. REID, A X
- 2251 r
f/ • ••0000..••' •
,1 � p�OAI
1200 Wesl 33rd AuPoue. Sidle B 9 Rnrhoroge AInsk 94503 • (907) 561-5040
• T No W6ter �•_
AFOCc TtiO POW '\
Lec
X
a
\ AFffe rev 1T Ex�s ti+ry• 1'i \ ,
J b I LiE^✓T'�c sr 1 ti
t%
dJ p
To a lv y sen'1 9
S y.r ie .•.. fow Fir... „( a
� Q'�4�•••�••.�� �sri g9 • 5-G � ,E 20 S. 0 3
�i'c*f; .• 9Tu
�N
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LcTEJ.4. 40 �.•e
r.steel, r �r)\`1q�Q4r..... �00..�� '«.••��q
s
well plan only r_0"*0Louis A. Butera �l
!D�
oT / I •
.•
CE -6736 SPAR /14911 1
tk '491h • *,�
n• .•G
e FQ ••••get**$so see 00 .0 00
�•••:•H•u••••• gUH••u•e ..•/
�, pROFE:SSIONP,�ar
� e
IL
Willlom McClintock J o /
ebb ---Nd. LS 5480 •�, �
Hereby Certify that LOT S ,-BtnK-•e•••.•...•..•''pSJ-' McCLINTOCK
rf,e� LA,eEiG/iTs svaD. 1,1��"�0���� LAND SURVEY COMPANY
:horage Recording District, Alaska, has been surveyed by me and P.O. BOX 671089
it no encroachments exist except as shown hereon. It is the Chuglak, Alaska 99567
,ponsibility of the owner to determine the existence of any
.ements, covenants, or restrictions which do not appear on the
:orded subdivision plat. Listed distances prevail and scaling
tuld not be attempted. to determine unshown dimensions. This 907hone 688-4499
vey is not 'adequate for, or should it be used for p )
.ablishing boundary or. fencne lines.
E to -/4-8(o DRAWN BY RM JOB NO. $(o_/SZ GRID A!W ¢S¢ FIELD BOOK 86N-6 SCALE 1 30 f
327 CAGHT T07,77, P. 0. BOX 96-8 AIASiiA 99501
DAI 1. j1,pr:i.J- ij )CYTI
FROM: 11,rrll S. C',-, r;
TO:
SUM I CI on 6,rnak near upper Fir! Joke.
A water bup1dy system coinitAnq of a concr(A,,, .-LCI atK covered renervair exists A
tin upper Mv Take awca. The Allowing cup indinaLes Us locanion.
5A
The list below consists of the people on the system Kith the G.A.A.B. real property
account number.
051-351-01 William A Virns, Jr.
AccordinK to the Walfords Ao put the syFvem in,tho 6yw4em has been in sinze the caQy
1950's. Mr. Wolford AM that une strean that suopl&7 Me n0or orh-Katas in
mountains behind than and co,mv No" worA-3. TIE cr' wk Mich hu idanniAnd a3 Vvyl
Crack in whoyn to cmap ou� oZ 5hQ noirbnr� tryn -w4 ro iita Viz. In l= cn U.S.U.S.
Anchorage NO Vranjio Znw. Ae crick M= v.r Cu__. nwL qa _..to Fir. LOL Lw�
continues an MY ain cro,sw3 un- old Munn !Avh;yy J.n viciriuy V t"c Ph Car
WOn 1 was thgro on rat ch 17, 13715 L:. van and rpEcivoie ::as covcrcd Ath =Dz nnA it
haw to oter:dne Ant tw a3bupi structusp of thday and rus&rvoir loonat lik?,
'HIS FORM FOR YOUP REPLY e o o s e e n V 0 ID
L,)�
�--:;le
Rivt-Ir
0101-351-02
Sterha-zi �z
lrerio
Slater
119)c 111,
04,17a
Uver
05.1-351-05
cljdc A 14,
Glav�,!
051-301-06
KiAn2eth
Vbltor(i
Box 516,
0110
River
AccordinK to the Walfords Ao put the syFvem in,tho 6yw4em has been in sinze the caQy
1950's. Mr. Wolford AM that une strean that suopl&7 Me n0or orh-Katas in
mountains behind than and co,mv No" worA-3. TIE cr' wk Mich hu idanniAnd a3 Vvyl
Crack in whoyn to cmap ou� oZ 5hQ noirbnr� tryn -w4 ro iita Viz. In l= cn U.S.U.S.
Anchorage NO Vranjio Znw. Ae crick M= v.r Cu__. nwL qa _..to Fir. LOL Lw�
continues an MY ain cro,sw3 un- old Munn !Avh;yy J.n viciriuy V t"c Ph Car
WOn 1 was thgro on rat ch 17, 13715 L:. van and rpEcivoie ::as covcrcd Ath =Dz nnA it
haw to oter:dne Ant tw a3bupi structusp of thday and rus&rvoir loonat lik?,
'HIS FORM FOR YOUP REPLY e o o s e e n V 0 ID
y'Utt
0 WILLIAM A. EGAN, GOVERNOR
Ly
U F L N a
]DEPT. OIC' ENVIRONMENTAL CONSERVATIONSOUTHCENTRAL REGIONAL OFFICE
MACKAY BLDG.
338 DENALI STREET
January 18, 1973. ANCHORAGE 99501
I am writing in regard to the water system which now
furnishes water to your residence. This situation had
been called to our attention by the Greater Anchorage Area
Borough, Dept. of Environmental Quality. During the fall
of 1972, our personnel walked the creek and made a pre-
liminary inpsection of the intake facilities located in
Carol Creek. At this time we so noted that one residence
was located above the intake structure. As there did not'
appear to be anyone at home during; the time of our inspec-
tion we did not actually go into the problem, but from our
observation it appeared that it was possible for the waste
disposal system to cause sewage to reach the creel: above
the water -supply intake structure. This represents a
definite health hazzard due to the possibility of contamina-
tion of the entire water system because of the failure of
this one system. Also there appeared to be no protective
measures taken to insure that dogs or domestic animals did
not reach the near vicinity of the intake structure.
By definitions in the Alaska Administrative Code this
is a semi-public water system and subject to the require-
ments contained in the Code. I am sure that there was
no intent of a deliberate violation in the case of this
water system. It appears to us that it simply grew as
the area developed. I am informed by the Greater Anchorage
Area Borough, Dept. of Environmental Quality, that it is
difficult to obtain ground water in the area, therefore we
fully recognize the importance of this system to the individual
owners. However, the construction and operation is in violation
of the Alaska Administrative Code.
It is presently a requirement of this department that
any surface water supply be filtered and then chlorinated.
Chlorination alone is not very effective without the pre-
liminary filtration to remove organics which can constitute
a large chlorine demand and reduce the effectiveness of
chlorination. Chlorination is necessary to kill disease
organisms present in the water before intake but it is
-2 -
also necessary in any system to prevent recontamination due
to leaks or back -siphonage from residences.
I would at this time propose a meeting to be held in the
Eagle River area if it meets with the approval of the people
that are on the system. Mr. Lyne Coad of the Greater Anchorage
Area Borough, Dept. of Environmental Quality, has advised me
that it may be possible to use the Eagle River Health Center
for the meeting. I would appreciate it greatly if you would
discuss this with the other owners and determine a time that
would be suitable for all concerned. If you would like to
discuss this matter beforehand I may be reached at 274-5527,
and my office is in Room 850 of the MacKay Building.
Yours truly,
18�
Ierry
Regional Environmental Engineer
KJC/cg
cc: C.P. Judkins-GAAB, DE
Lyne Cozad -GAAB-DEQ 11
/�b
ADDRESSES:
Dor. William F. Cairns, Jr.
Box 145
Eagle River,Alaska
Mr. Stephan Slater
Box 934
Eagle River, Alaska
Mrs. Elizabeth Wolford
Box 516
Eagle River, Alaska
8
GRNTF AvcxoFAc. aFrt acF.ccGx
aLasv-vc A:n zoslnc ca`O:Iss:Os vscscx.cn c0. 51 - 72
F£SO:.LTIO:: AFFRG":I\c -HE . G o" _HE PLt- .^S '_..I :.:+:t_ 4£:5x:5 5:5-
: a _eq..est -as =ee:, rece_ae2 for ,n. _i__ng o_ a
Plat of Fire .a.ae .oca:ed _.. __Is ':es_ 44^ fact of
Sect_oc. : in t: .- .aA :/i c! Sectio 3_, -5n. .1-4, S.Y., ia.." ,
vFa c:. had r..t
ta,, a .ci tcst_zoe Prbpe , y as
..cider, :952, and
rAEx&'.5, _o,. ..a+e Seen soft and same _v_ILi:Ss ha.e
ata _rld.r, a -a
:r z. `S,-.ro'=g:, an overs_ , ..e P -a_ •as neve et i..
the of:_ce of the ., stn_r..amr5_r, aril
BEuiAS, vcti_ ace xon.., ago, __ .as not rtnown that tide
i..t had not teen 'i_ea.
YG'n, THzR2`eoP£1 B.. -- SESCLv-D by the Gieate_ Ancl:oiade .t_'aa
Boto'sn Planning aid zon_ng acting as :.^.e z-atcing Eoaid for
the Create: Andhonage Area t'at the CboPi _en ea_..oiize '.e
_i_-sg of the :'at of F:AE LAKE HEIGHTS SCdi:'✓:SION. s:bject to th6
a_Sneturea
of C. 'g-aal oweis being-nc.b,oiaced on the P1ae
F.S.o Ano AFpxovE- by me Ginter Ancn°zege Arae Borough
p1sbaia, eitL ton . C efon this 19t1a day of Apill, 1 2.
��II Fnd'
•, r. p -ss-n cha
vicesa�ratery Y irm an
`73
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'ILLIO'LTILI TY
J
(FIRE LAKE SUED. NO. 2)
_0VE%AN-1; 8 RES-RICT'IONc (Los I thrU 5)
I, -0T5 SHALL BE USED FOR RESIDENTIAL PURPOSES ONLY.
2, NO SOT MAY BE SUSCIVIOED TNTC PARCELS CONTAINING LESS THAN ONE-HALF ACRE.
3, NO BUILDING SHALL BE LOCATED ON ANY LOT CLOSER THAN 25 FEET TO A FRONT LOT LINE
NOR CLOSER THAN 10 FEET TO AN INTERIOR LOT LINE.
4 ALL DWELLINGS SHALL MEET THE MINIMUM FNA. REOUIREMENTS AT THE TIME CF CCNSTRuCTION.
5, CONSTRUCTION OF A DWELLING SHALL BE COMPLETED WITHIN 3 YEARS FROM THE DATE STARTED.
6. THESE COVENANTS ARE TO RUN FOR M YEARS FROM DATE OF THIS RFCORDING AFTER WHICH
TIME A MAJORITY OF THE PROPERTY OWNERS MAY CHANGE SAID COVENANTS IN W!IOLE OR IN
PART BY SIGNING AND RECORDING A NEW COVENANT INSTRUMENT; FURTHER, ANY COVENANT
MAY BE ABOLISHED OR REVISED AT ANY TIME BY A LEGAL STATE , BOROUGH, OR CITY ZONING
COMMISSION, SHOULD ONE BE ESTABLISHED WHICH HAS JURISDICTION OVER THIS AREA.
SEP. _!R•,. A-E OF .L 11NERSIr'P - DEC. CATION
WE nCFEBY CEP-�eY -NA? ON 0.'~CBER ZZ 'GL WE Ws ai T,1E OWE,,, OF 'J;S THR S
Ne HEREBY REq✓E.T J THIS r:AT 5,- VV.NG " ClE�_NTS F•>R ,eL� vi._ _t
_
e r K 'N;OL-cb`D - o.R. VVOLFTCRO
1 F N:VE .t" Com.
15J_S"g:er S' 'ORS B= 1'!E -Er S_ JAY __.�, 1922
_ D R I V
E (FORMERLY )
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?-A- gPPRO'UAL
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"N EFiSS
INEP- 'S RZD _Ati lc"DR. S IJ P - 1 V i V
z 3Y OE '.F, i A Ado RVEY ;i AS BEEN
11 IT OR 11ocR -Y D1 Et. "AND A "� e L -CAVED IN T'HE wEST 440 OF SEC LFT 5
MEN s 'A✓E BE cA ANDE='AB S All-
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NA
,,.-5= S._IS �,-s �. 1 -E?ErN A1E 7-E aN�. e Ir-��'-�.x �J�N .-E_L_b'._�S_, ALASKA_
SUB I V I DE D FOR
Mr. 8 Mrs_ 0. R WC L F 0 R D
OCTOBER 22, 1962 SURVEYED BY
eL SCALE I' • 100' ROBERT C. JOHNSON
L I REGISTERED SURVEYOR
72
tiC APr FOR ALASKH MY OM ^'ISSION C-XPIRcS
DT1000346
B C X 466
EAGLE RIVER ,ALASKA.
MUNICIPALITY OF AN04DRAOE
DEPT. OF HEALTH 8
ENVIRONMENTAL PROTECTION
`3AN 3 01967
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