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HomeMy WebLinkAboutSUNNY SLOPES Water Supply and Soils Information
STATEMEN]'
SUNNY '.F:LOPES WATER C:O
P. O. BOX 451
EAGLE RIVER, AK '~7577
TEL. : ( ) -
VARIN DELORI=-'.---:
L63 MONTE
BOX 10 MONTE ROAD
EAGLE RIVER AK '.-?'?/577
O0155
· _,FM f DATE
01 / 06 / 81
DOC DATE TYP REFER CHARGES CREDI'¥S BALANCE
11/18/80 2 -1 14. '.-? t -14.'P1
12/01/80 1 000CI31 14. 'PI 0.00
01/04/81 i 0001:}:} 14.. ~:'1 14.'P1
BE._T WI._-J-fi:.:, FCIR A
PRE SPEROI_IS ~ ...... J
PAY THIS Ai'4OUN-F 14.'P1
-:IJRRENT OVER ::0 -,~IVFR 60 OVER ~/0
14, ?1. 0.00 0.00 0.00
BOX~
STATEMENT
WATER CO
AK ~9
PLEAoE
RETURI~ !TH I:S
5/20/81 l!: ,,000558
YOU ,.--:AN A.t_HAYSI~ELL A
'HOMEOWNER~ lillE '~I8 THE
GUY COMING HO~i -FROM THE
HARBWARE, S:TORE ! [[
PAY THIS AMOUNT
AMOUNT DUE
C::URRE/~T OVER 3,0 ~t EVER :60 OVER 'F/.' '
t4,;~tl O. 00 ~ 0.r00 . 0. ]0 ~ AMOUNT ENCLO.z,E- ' ~'
FAGI _ii7 I:;5)i ',)!d;;. i ~t::~
',)OX :lO HONT!{ FRO?d)
i:!;AGt E: f ,' ! V~;~I:.' Al:.' '? ::.[57 7
,:),, O,:ii
L~TATENEHT
SUNNY SLOPES WATER CO
F'. O. BOX 45,1.
EAGLE RIVER:, Al< ??577
TEL : ( ) -
BERRY DELORES
L63 MONTE
BOX 10 MONTE ROAD
EAGLE RIVER
Al',:; ??577
F'LEAL::E RI:ETI..IRi'-I THIS L:;TLIB
DATE TYP REFER CHARGES CREDITS BALANEE
00155 ! BERRY BELOREL=;
STI'iT [)ATE ! S'FMT DATE CI.IS ~
~ RECER TY'F' AMOUNT
PAY TI-tIS AI'IOUMT '-), -¢0 ] Ai'IOI..II,IT [ .IE O, 01}
CI_IF/RENT OVEF< P,A FVER 60 OVER ':,'] '
0.0¢ ¢ . 00 - O. 00 r). ,'-(~ ' AMOI_II. IT ENEL] EE'B
Municipalityof
Anchorage
POUCH 6-650
ANCHORAGE, ALASKA 99502
(907) 279-2511
G~EORGE M. SUI. I-IVAN,
MA
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(825 "L" Street)
March 29, 1977
L. James Harvey
Post Office Box 889
Eagle River, Alaska 99577
Subject: Sunny Slopes Subdivision - two wells
According to this department's water sample moniter list, we
have not as yet received a water sample for the above subject
well system for the month of FebrUary, March 1977.
Our records indicate that you are responsible for turning these
mandatory samples in for the subject water system.
If you have not done so as yet, please obtain a water sampling
bottle from the State Lab, 527 East 4th Avenue, as soon as possible
and return the sample to the same address for analysis.
If you are no longer in charge of the subject water system,
please notify us immediately to any name and/or address changes.
If there are any further questions, please contact this office
at 279-2511, extension 224, or at the above address.
Thank you for your co-operation in this matter.
Sincerely, //~f
Principal Environmental Control Officer
WMD/ljh
Eagl~ ~jver, Alaska 99577
Su,bJe~ Sunny Slopss SubdiVision - two ~ii~
,. ~ve sub~e~t
If Y~ are.~o longer ~n ~ .~ .. --~/~ ad. dre~ ~nange$.
· - · ~ Dixson
W~£1za~ M. Con'~rol
p~inoipal Envirorm~ntal
GREATER ANCHORAGE AREA BOROUGH
Department Of Environmental Quality
SEMI-PUBLIC
shmenl
Establi ~
Location Mailing Address
Responsible Official ~~ ~vc' Title
Mobile Homes Trailer Pk Campgr'd__Motel/Lodge__School__
No. Connections ?~ Population Served
"As Built" Plans Available?_~_~.
Source:
WATER SUPPLY INSPECTION REPORT
Date of Visit/$-~o--d/
Other~k
Use(gpd)
Date Constructed N/~
Storage: (Type and Capacity)
Spring
Su~face
Well: Duq~ Driven
Loca 'on
Size8~ ~" Depth/~
Static Level ~
Screen ~]
Type Casing
Casing Depth
Pump Type
Pump Elevation
Reservoir
Pr~essure Tank~,~.>~_.~: ~l,~
Other
Distribution:
Pipe Type
Pipe Size ~
Pressure
Treatment:
Chlorination Rate
Residual Chlorine
Other
Water Tests:
Chemical
Frequency
Residual Chlorine
Bacteriological ~9~'-
Are records kept of operation and tests?
Source Protection:
Subject to flooding
Casing or cover sealed
/
Floor drain piped to surface
Premises clean
Other
discharge_
Note: (Yes) (No)
Source location in relation to: (sketch below)
1. Sewer pipe, septic tank, drain field, cesspool,
course, stream, pond, lake, garbage, animals.
Adjacent basements, building sewers, rodent and vermin
Distance to public water system.
o
privy, drainage
harborage.
REMARKS
DATE:
~'beCo 7, 1970
GR~ ~ER ANCHORAGE AREA BO, JUGH
HEALTH DEPARTMENT
327 EAGLE STREET · P. O. BOX 968 · ANCHORAGE, ALASKA 99501
FROM: Roll R. Strickland, R.S.
Hnvironmental He~.lth Supervisor
TO: Kyle Cherry, Reg. San. Eng.
~nvironment~ ltealth, Anchorage
SUBJECt: Sunny Sl~es JVell No. 2 - As-Builts
{Dickinson-Oswald & Associates)
Transmitted herewith for your review and comments is one set of as-builts for the
subject project. Your appr~al is recommended.
DICKINSON-O
ENGINEERS AND SURVEYORS
SWALD &
PARTNERS
800 CORDOVA STREET
Mr. Cliff Judkins
Greater Anchorage Area Borough
Department of Health
327 Eagle Street
Anchorage, Alaska 99501
Re: Sunny Slopes Well No.
Dear Mr. Judkins:
2 - AsBuilt
December 2, 1970
Transmitted herewith for your use is the as-built Engineer's
Report and connection diagram for subject well. The well and all
piping has been completed as shown by the attached materials.
If we have omitted information which may be of concern to
you, please advise.
Yours very truly,
DICKINSON-OSWALD & PARTNERS
Robert W, Kranich, Jr., P.E.
RWK:bv
Encls.
cc:' Mr. Ed Tuck
LEWIS E, DICKINSON; P.E.
MAURICE p, .OSWALD,
©
?
¥
NOV & 1970
1"4 AF F E 1, [NC,
October 30, 1970
Donald Straub and Dorothy Straub
Box 1124
Eagle Rlver~ Alaska 99577
Agreement of Purchase and Sale with Bo R~ Tuck and
Raymond Lo Tedrow, partners, dba Sunny Slopes Sub.
I uuderstand that you are now requesting that lines be installed
by ~Ir~ Tuck on certain proper~ieSo
The agreement entered into between yourselves, ~,lr. Tuck
and ~Iro Tedrow provides that Mr. Tuck will ~upply the
wa~er lines to each leto You are advised that Mr, Tuck
is willing to comply with the agreement; however~ at this
~ime of year it would be impossible for him ~o install the
lines, pa~tzcularly aftel freezeoup. ]tie lines could not be
installed until after breakup next spr~ng~
You will note that even the City of Anchorage has a cut-off
date in the fall when no further hook-ups and lines are
installed except for emergencies~ and at additional cost.
Thorefore~ you are advised that there shall be no further
iastallation of lines for this winter. All lines will be
installed following spring breakup.
Very truly yours,
Albert Mallei
E~ Re Tuck
Public o, , · .' ~'
~,erv~ce Co~m~ss~on
Borough H~alth Depto
DATE: Oct. 20, 1970
GRE~_,:R ANCHORAGE AREA BO[, 'UGH
HEALTH DEPARTMENT
327 EAGLE STREET " P. O. BOX 968 · ANCHORAGE, ALASKA 99501
FROM: Roll R. Strickland, R.S.
Enviro~m~ental Health Supervisor
TO: Kyle Ql~rry, Reg. San. Eng.
Hnvi~or~nental Health, And~orage
SUBJECT: Smzny Slo]]es ~'tater System, t~iell
(Dickinson-~wald & ~sociates)
Transmitted herewith for your review m~d approval are the as-builts for the subject
project. Your ~)proval is reco~mnded.
eilcs o
DICKINSON OSWALD & PARTNERS
OCT
October 14, 1970
Mr. Cliff Judkins
Greater Anchorage Area Borough
Department of Health
327 Eagle Street
Anchorage, Alaska 99S01
Re: As-Built Sunny Slopes Water System - Well #2
Dear Mr. Judkins:
Transmitted herewith for your review and approval is the connection
diagram for subject well which has recently been completed in accordance
With the intent of our submittal of April 1S, 1970. In addition, the
sewage disposal systems which were located within the 200 ft. restrictive
radius have now been relocated.
Two features of this connection diagram which are somewhat unusual are
the above-ground hookup and the' use of a well-head slab in lieu of an
anular grout seal which has previously been required. The above ground
hookup was chosen because of the short distance involved. Also it is anti-
cipated that a vertical turbine pump may be installed in this well at some
future date which would require that this sort of arrangement be used.
The anular grout seal was considered to be rather impractical from a
functional standpoint since clean gravels and sand extend to a depth of over
20 ft., which would allow migration of water around any grout which might
be placed. It is felt that a surface slab as shown is a more practical
solution to the entrance of surface water.
If we may be of assistance in your review of this submittal, please
advise.
y truly,
DICKIN~N-O RTNER
Lewis E. Dickinson, Partner
LED:by
Enclosure
cc: Mr. Ed Tuck
Box 436
Eagle River,
Ak.
DIVI$IOH OF ENVIRONMENTAl HEALT~ / POUCH H -- JUHEAU
/
September 21, 1970/' ~ ~ ':~'~)/¢ ~?
~. Roll R. Strickl~d, ~
~viro~ental Health S~ervisor
~ Health Department
PO Box 968
~chorage, ~aska 99501
Dear Mr. Strickland:
Re: GAAB - Well Reserves for Sunny Slopes
Water System, Eagle River.
Reference is made to our letter of 24 April 1970 and the f~.l. low-up
data from Dickinson-Oswald & Partners fonmrded by your memorandum
of 1 September 1970. Our reply to you of 5 September 1970 that we
could find nothing on this project was in error as your clarifying
memorandum of 14 September 1970 correctly stated.
We have no further comments on this project beyond stating that it
meets our requirements for such water sources as regards the nec-
essary distances.
Sincerely yours,
Richard H. Britt~ S~mitary P~gineer
Division of Envirorm~ental Health
R~ :bj
cc: Dickonson-Oswald & Partners
14, 1970
GRE ER ANCHORAGE AREA 'UGH
HEALTH DEPARTMENT
327 EAGLE STREET · P. O. BOX 968 · ANCHORAGE, ALASKA 99501
DATE:
FROM: P, olf R. Strickland, ReS.
Environmental itealth Sul~ervisor
To: R.Ho Britt, Smfitary Engineer
Enviroramntal ~leal~, J~teau
SUBJECT: S~ny SLt~es ~later System
Dickinson-Oswald ~ Partners typed up an Application for Approval of Plums for"well sites
for public wells"on April 16, 1970. Our letter of transmSttal was dated April 20, 1970.
Your reply was dated /~>ril 24~ 1970 in which we agreed that we would infoim~ you when the
two sewe'r systems would be moved.
The engineering on the original water system begm~ on April 22, 1960 by om~er ~r. Virgil
Plint.
hope this will help you find the correspondence.
RRS: rn
GREi. 'ER ANCHORAGE AREA BO,,..i UGH ·
HEALTH DEPARTMENT ,
327 EAGLE STREET ° P. O. BOX 968 ' ANCHORAGE, ALASKA 99501
DATE: August l~, 1970 ~'// ~;
FROM: Roll R. Strickland, R.S.' %,[~
SUBJECT: Ssn$¢a~y Se~e~ Be~v~ee-~8g~e ~$ve~ [mp~ovemen¢ g~s¢. ~ ~ 8e v~' Zo¢ 5g Sunny
The Greater Anchorage Area Borough Health Department has received your letter of August 11,
1970 regarding the subject property.
Shall we assume that now there will be service to all lands within the subject district without
any reservations?
RRS/cm
Date: August 21, 1970
To: Roll R. Strickland
Environmental Health Supervisor
From: Robert M. Hudnall, Jr.
Administrative Assistant-Public Works Dept.
Subject: SANITARY SEWER SERViCE-EAGEE<'RiVER IMPROVEMENT DIST. #50.
Enclosed for your information is a copy of the Sanitary Sewer ~e~!,e~-Eagle River
Improvement District Number 50. This map shows the Properties to be serviced in
the next Construction Season.
If you would like further information, please contact our office.
DATE:
FROM:
TO:
June 18, 1970
GRE, ~ER ANCHORAGE AREA BO")UGH
HEALTH DEPARTMENT
327 EAGLE STREET · P. O. BOX 968 · ANCHORAGE, ALASKA 99501
Roll R. Strickland, R.S.
Environmental Health Supervisor
File
SUBJECT:,~I1'~¥ Slopes Subdivision
S~fficient soil tests have been submitted for this area to indicate seepage area be based
on 100 square feet per bedroom.
~pr~l 24~ 1970
part of ""~ "- ..... ' ............
This D~.,on~ ~--~
April 24, 1970
Mr, Rolf R, Strickland, RoS,
EnVironmental Health Supervisor
Greater Anchorage Area Borough
Health Department
p,O, Box 968
Anchorage, Alaska 99501
Dear Mr, Strickland:
Re;
GAAB - Well Reserves for Sunny
Slopes Water System~ Eagle River,
This refers to the plan for a new well site (Well S-2) proposed for
the subject project which was forwarded together with Application for
Approval of Plans by your memorandum of 20 April 1970, Your memorandum
stated that the owners and engineers have assured you that removal of
two sewer systems with 200' of the new site will be moved prior to
development of the well,
Our one comment concerns item 2 of "Covenants and Restrictions" shown
on the plan, "A 200 feet radius protection area shall hereby be reserved
around the same well sites, in which only cast iron sewer pipe with lead
caulked joints, or approved equal shall be allowed," When this section
becomes applicable, we will be very interested in the "approved equal"
part of this item,
This Department has no objection to the proposed site of Well S-2 as
shown on the plan,
AP~ 28 1~570
Sincerely yours~
R!ch. ar.d H,.B_rit.t~ Sani.ta.ry. Engineer
Dlvlslon ot ~nvlronmenta~ ~ealth
RHB:cso
cc: Dickinson-Oswald
DATF: April 20~ 1970
GRE ' 'ER ANCHORAGE AREA BC' ' UGH
HEALTH DEPARTMENT
327 EAGLE STREET " P. O. BOX 968 · ANCHORAGE, ALASKA 99501
FROM: Roll R. Strickland, R.S.
Environmental Health Supervisor
R.H. Britt~ Sanitary Engineer
Enviror~nwntal Health, ,Juneau
SUBJECT: Sunny Slopes }~ater System
(Dickinson-Oswald)
Transmitted for your review and approval is a well site location. This well (S-l) was
previously approved as a soni-public Class g water system by the State and Borough Health
Oepart~mnt's in the early '60's. The owner now wishes to drill a new well (Site S-2) and
class both wells as public water supplies.
As shinto, tbere are two (2) sewer systems within the 200' radius of the now proposed public
water system. Previotmly they ~¢ere beyond the 120' radius of the existing well.
~q~e owner m~d eng4neers are requesting site approval only and have assured this Department
that the two (2) sm~er systems uill be moved prior to any development of the well.
Our Deparment will £ommrd to you written confirmation when the two (2) systems have been
satisfactorily relocated.
RRS: rn
enos.
I~flW~EH-7
M-(5-6~)
ALASh DEPARTMENT OF HEALTH AND WL RE
DIVISION OF PUBLIC ttEALTH
APPLICATION FOE APPROVAL OF PLANS
Alaska Department of Health and Welfare
Branch of Environmental Health
Pouch H
-Juneau, Alaska 99801
Anchorage, ........ : 99501
City Zip Code
-.800 Cordova.St.. ............ Mailing Address
...... Ap.rl;L-.;.L6-)--- ~.~970 ..............
.......... 9:-7~ --.I 6-8.5 ..........................
Business Telephone No.
RE SUNNY SLOPES WATER SYSTEM - WELL SITES
(Name of project f6r which approval of~ plans Is requested)
In accorda~{ce with Alaska Statutes, Title 18, "Health and Safety", Chapter 05, Sec. 18.05.040, (ill (12), and rules and reg-
u]atlons promulgated thereunder, we,
- SUNNY SLOPES WATER SYSTEM
herewit}~ submit for your review and approval, with respect to SANITARY FEATURES, duplicate sets of complete plans
for the proposed project described below. "Complete plans" shall be taken to mean General plans, Detailed plans and speci-
fications, and a Project Report (Engineering or Architectural Report) including necessary data required for full understand-
ing of SANITARY FEATURES of design.
(Give complete but brief description of project)
WELL SITES FOR PUBLIC WELLS
These plans were prepared by ..._P !.~J( I N.~ 0 .N_-.Q..S. ~_[~ ~p _~..__.P_._A. ~. T..N_..E_.~. _~ ...................................................................................
800 Co~dova
..................................................................................................................... and by or under the direction of the following Engineer(s) or
Architect(s) duly licensed to practice in Alaska:
.............. Ken~elh. B~..~alch .......... C..E ................................................... 1209,=.E .................................
(NAME) (TYPE OF LICENSE (Civil, Mechanical, etc.) Certificate of Registration No,
This project is to be financed in the following manner: (List sources of funds and amounts).
Sources of funds: Amounts:
. · PRIVATE · . ..... $..!.Q..,.Q.Q.Q ..............
Total estimated cost of this project-is $ _.J~.0_.~.?._.0_._0. .......................................
These plans are being submitted to you at least one month prior to the contemplated date of advertising for bids
~ ......................... Nego._ti a~ e__d
(Date bids will be called)
We understand that construction shall not be started until your final approval of these plans has been received; that
no revisions in the plans affecting the SANITARY FEATURES of the project may be made subsequent to receipt of your
final approval unless such revisions be submitted and approved; that construction will be carried out in accordance with
the approved plans; and that unless construction on this project is started within a two-year period subsequent to your
approval, such approval will become void.
Very truly yours, .
(A licantl SUNNY SLOPES WATER ' -
PP ................................. ~'r ............................. -~ ........... : ................ ::..~3_~ .......
.... ..... ................... ........ .......
(Official Title) CONSULTING ENGINEER
April
ANCHORAGE. ALASKA gge01
15 , 1970
Greater Anchorage Area Borough
Department of Health
327 Eagle Street
Anchorage, Alaska
Attn: Mr. Cliff Judkins
Re: Sunny Slopes - Well Reserve Drawing
Dear Mr. Judkins:
Transmitted herewith for your review and approval are
the original and three prints of subject drawing all of which
have been signed by the property owners concerned. After
these drawings have been approved and signed by your office,
a copy will be filed at the recorder's office.
Drilling on the new well at site $-2 is to begin soon,
with work on the sewer system relocations to follow after
the ground has thawed sufficiently. In the case that the
proposed public sewer system in the area were to be available
this year, a revision of the sewer system relocation plans
may be required.
If you have any comments or questions regarding this
matter, please advise.
Yours very truly,
DICKINSON-OSWALD f PARTNERS
Robert W. Kranich, Jr.
RWK:bv
Enclosures
/_~SU~Nv $~PE,~ WATER SYSTEN_----
C/O E. Ri TUCK CONST. CO.
BOX 436, EAGLE RIVER, ALASKA
March 28, 1969
Greater Anchorage Area Borough
Health Department
Attn:Mr. R. Strickland
327 Eagle Street
Anchorage, Alaska
Dear Roll:
Enclosed find copy of letter sent to Ed Scott re:
in Coronado Subdivision
Water System
Ed Tuck
Attention: M~. Roy ~atthew~
1969
35, 3~, 37,
Sunny
~iven
This Department has eheeked the ~iles of tho subject ~ubdivtsion
1. The Sunny Slopes wate~ 8ystem is an eppnoved ~upply serving
these lot~.
2. Approved Sewez, sYStems Can he tnstelled on tho subJeet lots.
P~fo~ to aonstruotton of the sewe~ system~, Please ~etm,n the pereolotton
te~t8 f~om Lots 27~ ~5, 5~ end 59, so tho Pe~aits fo~, the t~elve lots
eon be Completed.
Thi~ letter se~ves Only aa a Statement that the water Supply is
approved and that aPPmoved sewer systems eau be In,tailed on the
~ubJeet lots.
DgVID R. L~ DUNcgt;, ~. 1),
~ay 1~ 1968
Lo~al Rap~aSentatlve
Veterans Admfnis~ation
Box 1399
Anchorage, Alaska 99501
SUBJECT: Sunny Slope 3ubd.
Dear Mr. Rapalee:
The subject system meets the mequi~ements of
this offise and is being sampled monthly
Sincerely,
DAVID Re L. DUNCANsM,D.
Medical Director
with satisfactory results.
CPJ/srr
BYt
Environmental Health Direetoe
STATE OF ALASKA Form No. PEEHP-W-1
DEPARTMENT OF HEALTH AND WELFA RE
Division of l:hlblic Health
PUBLIC WATER SUPPLY INSPECTION REPORT
L O CA TI ON:
Operating Agency: General Supply Co., Inc.
Responsible Official: Virgil Flint
Mailing Address: P. O., Box 128~ Ea~le River
SYSTEM DATA: Sunny Slopes, Coronado;
Area Served: R.
No. of Connections:
Quantity - Range:
Sources:
L. Tedrow Subdv.
36 *
U/A
Drilled Well
Metered?
Date of Visit: Aug. 10, 1966
Title: President
Office Location: Celestial Sta.
Population Served: 100
No Water Rate: $7.50/month
Average: 7,200 GPD
Raw Water pH: 7.4 Treated Water pH: N/A
Tempi 45~'F
TREATMENT PLANT OPERATING~ PERSONNEL:
Chief Operator: N/A
Operator s: N/A
N/A
Chlorine Residual: N/A
Yrs. Exp.:
Y?s. Exp.:
Yrs. Exp.:
N/A Cert.: N/A
N/A Cert.: N/A
N/A Cert.:, N/A
IV. SANITARY AND PUBLIC HEALTH CONDITIONS OR HAZARDS:
a) Facilities: Toilet: N/A Wash Basin: N/A
b) Source'Protection: Good. 300' around safety area
c) Clear Well Protection: No Clear~911
d) Building Drains and Sewers to: Individual disposal
e) Cross Connections: not observed f)
g) General Cleanliness: Well house should be cleaned
h) Other: N/A
Shower:
Fencing: No
N/A
V:
SAFETY CONDITIONS:
First Aid Equipment:
Chlorinator Housing:
Ventilation: Good
N/A Gas Masks: N/A
N/A Walkways: N/A Lighting:
Other: N/A
Good
* Provisions for 100 connections
VI.
RECORDS KEPT:
a]
b)
c)
Form No. PEEHP,W-1
Page 2
Permanent Files:
Detailed Piping & Electrical Plans: Piping
Shop Drawings and Operating Instructions for Equipment:
Performance Records: ' Yg~
Reports on File: Yes
"As Built" Plans: Yes (1961) Engineer:..Carl Steeby
Yes
d) Reports in Progress: N/A
GENERAL COMMENTS:
Unit operated three times during wellhouse inspection.
The actual capacity for storage is about 130 gal. which at the present time
.. is already small to supply peaks demands, pure0 ceoacit_v is ed.qu.t~.
_. Well house is well constructed with adequate cold protection, No house is
closer than 300' to the well.
T]~ere exists provisions for three more pressure' tanks.
Concrete proceeds 10' down around casing.
EFFECT OF 1964 EARTHQUAKE ON WATER SYSTEM:
On Water Sources: None
On Treatment Plant:
On Distribution System: None
Repairs and Reconstruction Completed:
Remaining-Effects on System: N/A
INVENTORY SUPPLEMENT
I, SOURCE:
a) Surface: Structure:
G ondit ion: GOOd
b) Wells: Depth: 149
Drawdown:
Casing Material: Steel
c) Emergency source:
II. STORAGE:
Type Mate r ia]
Pressure 'Galv, Steel
Form No. PEEHP-W-1
Page
Well House
C apac it y:
Size: 6" Static Level: 68'
Rated Capacity: 500 GPM ScreenS: 3
Casing Depth: 145'
None
Size Condition
315 qal, Good
III. DISTRIBUTION SYSTEM:
Type of Pipe:. 4" Transite
Dead ends: One Pressures:
O the r: N/A
Fire Hydr an~s:
Not Tested
Two
IV.
CHEMICAL FEED:
Chemical Equipment
N/A
V. MIXING: Size: N/A
Equipment: N/A
C ondit ion: N/A
VI. COAGULATION: Size: · N/A
Equipment: N/A
C ondit ion: N/A
VII. SEDIMENTATION~ N/A
E qu ipm e nt: N/A
C ondlt ion: ' N/A
Control
C ondlt ion
Rated Capacity: N/A
Rated Capacity: N/A
Size: N/A
VIII. FILTRATION: Type:
No. o£ Units:
Filter Mater ial:
Under draln System:
Rate Contrciler:
Backwash Method:
General Condition:
IX. REACTOR TYPES:
Gene ral De scr iption:
N/A
N/A
N/A
N/A
N/A ,
N/A
Form No. PEEHP-W-I
Page 4
Date Installed: N/A
Size:.. N/A
Loss of Head Gage: N/A
N/A
C ondition: N/A
X. SLUDGE HANDLING: Method: N/A
Disposed to: N/A
C ondit ion: N/A
XI. CLEARWELL: Size: N/A
Condition:
XII. CHLORINATION: Model: N/A
Control: N/A Type of Supply: · N/A
Detention Time: N/A
C ondit ion: N/A
XlII, PUMPS:
Purpose Pump Type No. Capacity
Well 3 HP Submersible 1 40
Fairbanks-Morse
C apac ity: N/A
Point of Application: N/A
C ond it ion
Good
XIV. BOOSTER STATIONS:
Location pumps
N/A
Capacity
Condition
We
XV.
XVI.
XVII.
XVIII.
Stand-by Equipment:.
Spare Parts:
Auxiliary Power:
LABORATORY: Size:
Equipment: N/A
EMERGENCY PROVISIONS:
None
N/A
COLD WEATHER PROTECTION:
Form No. PEEHP-W-1
Page 5
Units Housed: Insulated house with baseboard heater
Units Heated: Yes
OTHER UNITS: (for iron and manganese removal, softening, aeration, taste and
odor control, corrosion control, fluoridation, etc.)
N/A
Leb Tes[ Resu[tst
PHI 7.8
Sp Cond~ 273
I, CHEMICAL FEED.'
'Chemical
OPERATIONS SUPPLEMENT
e
Form No. pEEHP-W-1
Page 6
Quantity
Method of Addition
Iio SEDIMENTATION: Method of Cleaning: N/A
Sludge Disposed to: N/A Frequency:
III. FILTRATION: Condition of Filter Bed: N/A
Backwash Operated byl . ~/A Frequency: N/A
Backwash Disposed to~ N/A
IV. CHLORINATION: Dosage Rate Observed: BI/A
Residual Measured: ' N/A
%'. OPERATION OF OTHER UNITS.'
N/A
N/A
Quantity: N/A ,
Amt. Stored on Premises: N/A
SAMPLING AND TESTING: · ·
a) Samples taken o£: 8acteriologioal Tests Conducted:monthlY
GENERAL OPERATION AND MAINTENANCE PROBLEMS (low temperature, etc.
VIII, OVER-ALL MAINTENANCE: Lubrication Schedule: N/A ' ·
Painting Schedule: . . N/A Reservoir Cleaning Schedule-'
Other: N/A
N/A
RECOMMENDATIONS
Form No. PEEHP-W-1
Page 7
WATER SOURCES:
Outside drains should be provided for well house.
Screen 20 mesh per inch should be provided at breather.
Well house should be cleaned.
Additiona~l pressure tank should be added, to increase storage capacity to
.1.000 gallons f'o]~ pz~esenf, use.
TREATMENT PLANT:
N/A
DISTRIBUTION:
None
IV.. GENERAL OPERATION:
None
SPECIAL PREPAREDNESS FOR POSSIBLE FUTURE DISASTERS:
Stand-by pump with individual power supply should be provided for
· emer,qencie s.
CHEMICAL ANALYSIS DF THE WATER AT TIME OF
INSTALLATION -- 1961
pH
CL
Ca
Mg
Fe
SO4
6.6
54.60
42.1
12.5
0.7
8.7
PPM
Mia ,0.0 "
Date: Augpst [5, [966
Work Order ~To.:. 7349
Mr. Harris Magnusson
c/o Alaska Department of Health & Welfare
327 Eagle Street
Anchorage, Alaska
Project: Post Quake Sanitation Study
Subject: Coliform Determination on Water Samples
Gentlemen:
In accordance with your request coliform determinations have been
performed in our laboratory using the Millipore Membrane method.
The sample identification and results are as follows:
Sample
No. Identification
Coliform Organisms
per .100 milliliters
377
Sunny Slopes Public,Supply, Eagle River, sampled
10 August 1966, GIC-SK
378 Same as above 0
If there are any questions with regard to the above tests please
contact our Office.
Very truly yours,
ALASKA TESTLAB
Water Laboratory Supervisor
State Permit W-1
KWB:sc
F'~')Sunny 51opos Public Supply
Pago No~ i
~el!house. Oell at Small Box
Outside.
Pressure Tank°
/~-~Sunny Slopes Public Supply
Page NOo 2
Casino ~nsta~.ie~_on. ....
Connectior~ for Future Pressure
f~nko
We
STATE OF ALASKA Form No. PEEHP-W-I
DEPARTMENT OF HEALTH AND WELFARE
Division of Public Health
PUBLIC WATER SUPPLY INSPECTION REPORT
LOCATION:
Operating Agency:
Responsible Official:
General Supply Co., Inc.
Virgil Flint
Mailing Address: P' O_' Box 128t Eagle River
SYSTEM DATA:
Sunny Slopes, Coronado;
Area Served: R.L. Tedrow Subdv.
No. of Connections: 36 * Metered?
Quantity- Range: N/A
Sources: Drilled Well
Date of Visit: Aug. 10, 1966
Title: Pre sident
O££ice Location: Celestial Sra.
Population Served: 100
No Water Rate: $7.50/month
Average:. . 7,200 GPD
Raw Water pH: 7.4 Treated Water pH: N/A
Temp: ~5~'
TREATMENT PLANT OPERATINQ PERSONNEL:
Chief Operator: N/A
Operators: N/A
N/A
Chlorine Residual: N/A
Yrs. Exp.:
YMs. Exp.:
Yrs. Exp.:
N/A Cert.: N/A
N/A Cert.: N/A
N/A Cert. :, N/A
IV. SANITARY AND PUBLIC HEALTH CONDITIONS OR HAZARDS:
a) Facilities: Toilet: N/A Wash Basin: N/A
b) Source Protection: Good. 300' around safety area
c) Clear'Well Protection: No Clearwell
d) Building Drains and Sewers to: Individual disposal
e) Cross Connections: not observed f)
g) General Cleanliness: Well house should be cleaned
h) Other: N/A
Shower: N/A
Fencing: No
V:
SAFETY CONDITIONS:
First Aid Equipment:
Chlorinator Housing:
Ventilation: Good
N/A
N/A
Gas Masks: N/A
Walkways: N/A Lighting: Good
Other: N/A
* Provisions for 100 connections
VI.
b)
c) Reports on File:
d) Reports in Progress:
GENERAL COMMENTS:
Form-No. PEEHP-W. 1
Page 2
RECORDS KEPT:
a) Permanent Files: "As Built" Plans: Yes (1961) Engineer:
Detailed Piping & Electrical Plans: Pipin~
Shop Drawings and Operating Instructions for Equipment:
Performance Records: ' YQS
Yss
N/A
Carl Steeby
¥98
Unit operated three times during wellhouse inspection.
The actual capacity for storage is about 130 gal. which at the present time
is already small to supply peaks demands.
Well house is well constructed with adequate cold protection. No house is
closer than 300' to the well.
There exists provisions for three more pr_e_~_sN[g tanks.
Concrete proceeds 10' down around casing.
V/J/. EFFECT OF 1964 EARTHQUAKE ON WATER SYSTEM:
On Water Sources: None
On Treatment Plant:
On Distribution System: None
Repairs and Reconstruction Completed:.., N/A
Remaining Effects on System: N/A
INVENTORY SUPPLEMENT
SOURCE:
a) Surface: Structure: Well House
Condition: Good
b) Wells: Depth: 149
Drawdown: 3'
Casing Material: Steel
c) Emergency source:
II. STORAGE:
Type Mater ial Size
Pressure Galv, Steel 315 qat,
Form No. PEEHP-W-1
: Page
Capacity: N/A
Size: 6" Static Level: 68'
Rated Capacity: 500 GPM Screens: 3
Casing Depth: 145'
None
Condition
Good
III. DISTRIBUTION SYSTEM:
Type of Pipe: 4" Transite
Dead ends: One Pressures:
Other: N/A
Fire Hydrants:
Not Tested
Two
IV. CHEMICAL FEED:
Chemical Equipment
Control
Condition
V. MIXING: Size: N/A
Equipment: N/A
C ondit ion: N/A
VI. COAGULATION: Size: N/A
* Equipment: N/A
C ondit ion: N/A
VII. SEDIMENTATION'.' N/A
E qu ipm ent: N/A
C ond it ion: N/A
Rated Capacity: N/A
Rated Capacity: N/A
Size: N/A
VIII. FILTRATION: TYPe:
No. Of Units:
Filter Material:
Underdrain System:
Rate Controller:
Backwash Method:
General Condition:
IX. REACTOR TYPES:
General Description:
N/A
N/A
N/A
N/A
N/A,
N/A
Form No. PEEHP-W-1
Date Installed:
Loss of Head Gage: N/A
Cond it ion:
X. SLUDGE HANDLING:
Disposed to:
C ondition:
XI. CLEARWELL:
Condition:
XII. CHLORINATION:
Control: N/A
Detention Tim e:
Cond it ion:
XllI, PUMPS:
Purpose
Well
Method: N/A
N/A
Size: N/A
N/A
Model: N/A
TYPe of Supply: N/A
N/A
N/A
Pump Type
HP Submersible 1
Fairbanks-Morse
Capacity: N/A
.No.: Capacity
40
Point of. Application: N/A
Cond it ion
Good
BOOSTER STATIONS:
Location Pumps
N/A
C apac ity
Condition
XV.
XVI.
XVII.
XVIII.
Stand-by Equipment:
Spare Parts:
Auxiliary Power:
LABORATORY: Size:
Equipment: N/A
EMERGENCY PROVISIONS: .
None
N/A
N/A
COLD WEATHER PROTECTION:
N/A
Form No. PEEHP-W-I
Page
Units Housed: Insulated house with baseboard heater
Units Heated: Yes
OTHER UNITS: (for Lron and manganese removal, softening, aeration, taste and
odor control, corrosion control, fluoridation, etc. )
N/A
Lob Tes~ Resultsl
PH= 7°8
Sp Cond= 273
I. CHEMICAL FEED:
Chemical
N/^
OPERATIONS SUPPLEMENT
Form No. pEEHP-W-1,
Page 6
Quantity
Method of Addition
II. SEDIMENTATION: Method o£Cleanlng: N/A
Sludge Disposed to: N/A Frequency:
III, FILTRATION: Condition of Filter Bed: N/A
Backwash Operated by~ , N/A Frequency: N/A
Backwash Disposed to$ N/A
I'V. CHLORINATION: Dosage Rate Observed: N/A
Residual Measured: N/A
V. OPERATION OF OTHER UNITS:
N/A
Quantity: N/A
Amt. Stored on Premises: N/A
N/A,
,I VI,
SAMPLING AND TESTING:
a) Samples taken of: 8acierioAoglcal
Tests Conducted: ~onthly
VII. 'GENERAL OPERATION AND MAINTENANCE PROBLEMS (Iow temperature, etc. )
VIII. OVER-ALL MAINTENANCE: Lubrication Schedule: N/A ' '
Painting Schedule: , N/A Reservoir Cleaning SChedule:
Other: , N/A
RECOMMENDATIONS
WATER SOURCES:
Outside drains should be provided for well house.
Screen 20 mesh per inch should be provided at breather.
Form No, PEEHP-W-1
Page 7
Well house should be cleaned.
Additional pressure tank should be added, to increase storage capacity to
1000 9allons l'or p~esen~ use,
TREATMENT PLANT:
N/A
DISTRIBUTION:
None
GENERAL OPERATION:
None
SPECIAL PREPAREDNESS FOR POSSIBLE FUTURE DISASTERS:
Stand-by pump with individual power supply should be provided for
emerqencie s.
CHEMICAL ANALYSIS .OF THE WATER AT TIME OF
INSTALLATION-- 196]
pH 6.6
CL 54.60 PPM
Ca 42.1
Mg 12.5 "
Fe 0.7 "
SO4 8.7 "
MO 0.0 "
1940 POST ROAD
AHCHORAG~, ALASKA
99501
Mr. Harris Magnusson
c/o Alaska Department of Health & Welfare
327 Eagle Street
Anchorage, Alaska
Project: Post Quake Sanitation Study
Subject: Coliform Determination on Water Samples
Gentlemen:
Date: Aug.ust 15, 1§66
Work Order No.: 7349
In accordance with your request coliform determinations have been
performed in our laboratory using the Millipore Membrane method.
The sample identification and results are as follows:
Sample · '
No. Identification
377 Sunny Slopes Pflbli~ Supply, Eagle River, sampled
10 August 1966. GIC-SK' 0
378 Same as above 0
Coliform Organisms
per .100 milliliters
If there are any questions with regard to the above tests please
contact our office.
Very truly yours,
ALASKA TESTLAB
Kenneth W.C~fedsoe, Iv'~fC
Water Laboratory Supervisor
State Permit W-1
KWB:sc
aunny Slopos Public Supply
Pa.os ~,,"o~ l
Wellhous~o
Outsidoo
Well a~ Small ~ox
Tank
~dl~n¥ Stop~s ~ub!i¢ Supply
Casing Installation°
Connection for Futura Praasure
Tank°
5/o)
POST OFFICE BOX 1998
ANCHORAGE, ALASKA
Janurary 21~, 1962
Mr, Bruce Adams,
Alaska Dept. of Health and Welfare,
Division of Health,
327 Eagle Street,
~chorage, Alaska
Dear Sir;
The following restriction has been recorded in
the plat of Sunny Slopes Subdivision.
No Cesspool, septic tank or other sewa9e disposal
facility shall be installed or maintained on lots
21, 22, 29, 30, 31, or 32 without specifically
obtainin9 the advance approval of location, type
and design of the installation from th'e Alaska
Dept. of Health and Welfare, or any other authority
which may have jurisdiction over matters of public
health, sanitary sewa§e disposal and the control
or regulation of public water supply systems.
We believe that this will satisfy your requirements;
in this matter~
Very Truly Yours, '
Oeneral Builders, Inc.
vi~nt
VF/cjb
FHA FORM 2084c
VA FORM 26-1888
Rev. 1/60
Form Approved
Budget Bureau No. 63-R54g.6
SUBDIVISION SEWAGE DISPOSAL REPORT ~
PART I - To Be Completed By Federal Housing Administration - Veterans AdmlnlstratJon
Field Office - Federal Housing Administration - Veterans Administration (Name and Address) Subdivision File No,
General Builders, Inc. Mr. Virgil Flint
Sun~v Slopes Subdivision, Eagle River, Alaska
per lot [Z~ r.btie System ~, Sy.tem [ZJ wens MaT 25~ 1961
PART II - For Use of Sponsor
INSTRUCTIONS TO SPONSOR: This form is used where Sewage Disposal i~ to be by means of Septic Tanks with subsurface
absorption fields. Federal Housing Administration or Veterans Administration will furnish the form when applicable, des-
ignating the Public Health Authority. Percolation tests and soil borings shall be made and tabulated in Tables I and II,
Part II below, by a licensed Engineer or qualified Sanitarian. This report in duplicate, accompanied by the required top-
ographic map, shall then be submitted for review and analysis to the following Health Department: (Name and Addressl
INSTRUCTIONS TO ENGINEER OR SANITARIAN:
1. Au adequate number of tests shall be made (one per acre, or
if soil conditions indicate, a greater number will be required)
to show clearly the absorptive ability of the soil throughout the
tract. (Use Table I)
2. Each test hole shall be located by a key number on a topo-
graphic map of the tract.
3. ~oil borings shall be made (one every 5 acres, or if subsoil
conditions indicate a greater number will be required) to show
clearly the type of soil existing beneath the absorption area.
Borings should extend to a point at least 6 feet below the finish
grade of proposed absorption trenches. (Use Table II)
PROCEDURE TO FOLLOW IN MAKING REQUIRED PERCOLATION TESTS:
1. Dig or bore the holes with horizontal dimensions of from4 to
12 inches and vertical sides to the depth of the bottom of the
proposed absorption device. Holes can be bored with 4 inch di-
ameter post-hule type auger.
2. Roughen or scratch the bottom and sides of the holes to pro-
vlde a natural surface. Remove all loose materials from the
hole. Place about 2 inches of coarse sand or fine gravel in the
hole to prevent bottom scouring.
3. Fill thehdie with clear water to a minimum depth of 12inches
over the gravel. By refilling, if necessary, or by supplying a
surplus reservoir of water (automatic siphon), keep water inhole
for at least four hours, and preferably overnight. In sandy soils
ie GW, GP, SW, or BP classified according to the " Unified Soils
Classification System", the above saturation procedure is not
necessary and the test can be made after the water from one fill-
ing has seeped away.
4. Percolation rate measurements should be made on the day fol-
lowing the saturation process, except in sandy soils.
B. If water remains inthe test hole after overnlght saturation, ad~
just the depth to 6 inches over the gravel. From al(xed reference
point, measure the drop in water level at approximately 30-minute
intervals over a 4 hour period. The drop which occurs during the
final 30-minute period is used to calculate the pe~colatinn rate.
Note: The engineer should determine if the water in the test
hole is due to a high ground water condition or the permeability
of the soil. Report ground water conditions on reverse of Form
and soil types in Table ~
6. If no water remains in the hole after overnight saturation, add
clear xvater to a depth of about six inches over the gravel. From a
fixed reference point, measure the height of the water surface at
approximately SO-minute intervals over a 4 hour period, refilling the
hole to a depth of 6 inches when the percolation rate indicates the
hole will run dry before the next reading is made. The drop which
occurs during the final 30-minute period is used to calculate the
percolation rate. Not.e: If a hole must be refilled to obtain a final
B0-minhte reading, determine from the previous reading the water
level drop dozing that interval. Add water until the level above the
bottom equals this figure plus one half inch. Continue, measure.
drop during the final 30-minute period.
7. In sandy soils, or other soils in which the first six inches of
water seeps away in less than 30 minutes, after the overnight sat-
uration period, the time interval between measurem~nis can be taken
as 10 minutes and the test run over a period of one hour;. The drop
which occurs in the final 10 minute periodis used to calculate the
percolation rate.
TABLE I - PERCOLATION RATE (RECORD RATE IN MINUTES PER INCH
Test Hol~ Percolation Test Hole Percolotion Test Huh Percolation Test Nol~ Percolation
1 8.0 11 21 31
2 4.~ 12 22 32
3 5.2 ~3 23 33
4 9.2 14 24 34
5 3.8 '~s 25 35
e 3.3 16 -- 26 36
7 4.4 17 27 37
8 8,0 18 28 38
TABLE II - SUBSOIL DATA (GIVE TO A DEPTH OF AT LEAST 6 P'~.)
NOT E: Description of soil by Unified Soil Classification system is preferred. When ground water is encountered, use
last line to record depth at each hole.
Depth Test Hole 1 ~Xl~ ~3~ ]~$~KgN~ '~1~(.~. ~. II~tI(~.X
Depf~ ~est Hole J Depth lest Hole Uepth est Hole
3 - I' 4" ~L O - i' 6" OL 0 ~' I',0, al 0 - I' U" OL
' 4" -I I'l " GP 1' 8"-5'U GM I"0"- 14~O" ~ I'O"-/'U" ~1"
1'0"-15' ~" SW ~)'u"-14'(I by IzPO"~16'J'' bg /'U"-I~'U bM
Ground Water
(Part H is continued on Reverse)
FHA FORM 2084¢ SUBDIVISION SEWAGE DISPOSAL REPORT'
VA FORM 26-1888
FHA FORM 2084¢ - VA FORM 26/1888 SUBDIVISION SEWAGE DISPOSAL REPORT
PART II - (Continued)
Use this space to describe any known seasonal variations in ground water level.
Ground water wa.s not encountered in any of the test holes. All holes were dry and the materials
below the top sod were free of organic mater|als, sllt~ and clay and appeared to be water deposited
in approximately 6" stratified layers. The sand and gravel was predom|nately graywacke and slate.
Boulders up to 12" were encountered.
Percolation tests were made in accordance w ith Ined by the Alaska Depa~nent
of Heal th.
~effi ster~ ~'rofes
~..'~'~//~/,. ~~. Star Route
~// Anchorage~ Alaska
(?~,,~iu~e)
PART Ill - To Be Completed ByHEALTH DEPARTMENT
ineer
June 3, 1960
INSTRUCTIONS ~'O PUBLIC HEALTH AUTHORITY: Tlds portion of the report is to be filled out by the PubLic Health Authority
designated in Part II, Instructions to Sponsor. When completed, the Report, in duplicate, together with the accompanying
topographic mkp shall be returned to the Federal Agency which issued lt.
We have examined the results of the Percolation Tests and other information developed in connection with this sub-
division. It is our opinion that the tract:
[] Is suitable for the use of septic tank systems with subsurface absorption fields.
Minimum of 70 square feet of seepage pit wall area per bedroom should be
adequate
[] Is not suitable for the use of septic tank systems with subsurface absorption fields.
[] Is suitable for the use of septic tank systems if the following alternate method of effluent disposal is installed.
It is understood that the conclusions rendered on this report do not cover the installation of the individual septic-tank
systems. The design, construction, and installation of each system should be based upon specific conditions affecting
each building plot.
Public Health Authority
39645-P Rev. 1/60
Subject:
Pits and ?ereol~tion T~s~s on the Sn~my Slopes
oubdi~sio.~ ~mated in the NW ~ ~l~ Seo~ !2~ o]7.N,
Degr Mr. F!i~t$
~%~e £ollovKug a~ the renults of the t~st pits ~xl ~:ercol~bion
te~ts made on the ~mmy ~;lopes S~.ston~ ~e ~mo~tion tests
· ~ m~e in ~eco~ance ~ith the ir/~truct~/ons ~ outlined by tho
Al~tska ~p~n~)nt of He~.th.
Test Pit //t 15,~,~' deop.
l'-A" to ~)" ~%nd~ graw~l ~md long ~dders up to 6%
11~'' to 15~'' Coarse sa~l (md 1" t~m~ gravel~
'fe~t ~ib ~' ~O~;
~TP~ deep.
O' to l~-E" Top soil~ bl~>~l silty clay and org~ile
Top soil~ bro%~ silty c~bay ;~nd orgy.nit ~r~torial,
I~.'-0" ~md~ ~v~.~t and !O% boulders %¥~ to 6",
16t-O" Fin~ s~d
O' to 1~-O" Top soil~ browa silty cl~ and oyg~ic /~atel'i~d.,
l~O" to ?~-0" S~d~ gravel z~ld bm~lders up to 3" ~m~v~,U.~o
The %~ter table w~o ~mt ~mcountored ~ m~y of the gsst pits,
All pits ~ dry ~d the materi~l~ ~low the ~p ~o~ ~ free
of o~a~c m:~terials, ~ilt ~d c~ly ~md appearod to ~ vrater
de~sited in appro~m~t~ty 6'~ strat, ifi~ layers, T~e ~a<'~d ~x~
gravol w~ p~do~nate~ ~ay~mcke ~u'~l ~lo.t.e,
Pit ~1
Pit
Pit
Pit ~%
Pit
Pit
Pit
~it ,~9
~it
Te~t pib /~1 3-~2 inches in 10
Test pi~ ~/2 3 inCh~s ~ i0 ~rd. nu'gee.
To~t pit ~:4 5 ~che~ ir, 10 minute~.
It shou]~ be ~wted that ~o l~rcolation
!~ ~ieh w,%s during the spring bre,~?~up p~riod.
Division of Public Health
Alaska Off itu Building
Juneau~ Alaska
Way 23, 1961
Mr. Carl Steeby
Star Route
Anchorage, Alaska
Dear Mr. Steeby:
Su~m~y Slopes Water Supply
System, Anchorage, klaska
Final Plans
Two sets of revised plans for the subject project were received
in this office May 3, 1961. They were reviewed with respect to
sanitary and public health engineering asp~ctso
One item which ~ failed to notice incur previous review letter
is the service ~top and waste valve~. These are net permitted in
undergro~bnd installations.
The plans ars hereby a~proved contingent upon remov~t of the
sera!ce stop and waste valves, and receipt of the ~ll log when
the well is completed.
We will look forward to receiving as-bt%tit plans upon project
complebion. Full and final approval willhe ~ased apen construe-
tion compliance with~he applicable Alaska laws and codes. If we
may be of further servic~ in the meantime, please let us know.
~incerelyyour~,
DRH~rgl
cc~ SC Reg. Off.
Amos J. Alter, 0bier
Sar~itation &Engineering
April 28, 1961
Mr. Amos J. Alter, Chief
Environmental Health
Division of Health
Box 1931
Juneau, Alaska
Subjech Final Plans~ Water Supply System, Sunny Slopes Subdivision,
Anchorage~ Alaska
Deer Sir:
I.n..reply to y.o. ur letter o.f May .25, 1960 concerning the above subiect,
I am transm~.tf!ng herewith two revts?d pnnts of the water supply system conforming
fo your prov~smn no. I and two copies of a letter submitted to the Anchorage
Office of the Alaska Department of Health by the Attorney for F and S Developers
to satisfy the requirements of provision no. 3. Provision no. 2, provide Well
Log, will be osubm|tted to your office along with other pertinent characteristics
upon complehon of the well o The well has not been drilled.
You are correct in assuming that there will be no waste facilities
on lot no. 30.
Upon receipt of your letter, the plans were revised and submitted
to the Owner° The Owner was to follow through with the other provisions and
submittal. Subsequently~ the Owner decided to delay construction until the
1961 construction season and these plans were laid aside°
Yesterdey~ the Owner requestdd that I follow through on obtaining
approval of tho application submitted to your office on April 27, 1960. There-
fore~ I am requesting your app. r. oval of this application as revised on the condition
that the well log will be submitted when available.
Carl Steeby
Star Route
Anchorage, Alaska
Division o£ Public Health
Alaska Office Building
Julleau, Alaska
August 9, 1960
Irviae a Clark
First Nat£o~al ~ank l~ldgo
Suite 7
Anchors§e, Alaska
~vater Supply Sys~e~
Sunny Slopes Subdivision
Anchorage~ Alaska
Attention: ~.lr. Jolu1 P. l~vlne
Dear $t~:
Reference is made to your lette~ of June 22, 1960, in ~,hich you
stated Certata restrictions to be set forth in the plat for the Sunny
Slopes Subdivision and in the individual deeds for Lots 21, 22, 29,
31, and 32,
~ese ~estricttons fulfill the requirements for sewage disposal
facilities which we mentioned in a letter to Carl H. Steeby, Civil
,Bnginee~, dated ~Iay 25, lO60.
~te appreciate ~eur attention to the co~uuents of our revie~ and to
providing the requested inforvmtion.
Very truly yoUrS,
or~q:js
tauos J. Alter, Chle£
Sanitation a~ld Bngineerlng
Divtsiolt Of Health
cc: ~r. Carl H. Ste~by/:
SC Regional O£i'ice~/
CLARk
June 22, 1960
Mr. Cal Winey
Alaska Delmartment of Health
327 Eagle Street
Anchorage, Alaska
Re ~
Water Supply System
Sunny Slopes Subdivision
Anchorage, Alaska
Dear Sir~
In regard to the letter from Amos J. Alter, Chief,-Environ-
mental Health, Division of Health, to Carl H. Steeby, Civil
Engineer, Star Route, Anchorage, dated ~4ay 25, 1960, concerning
the above matter, I advise you as follows:
The following restriction will be set forth in the plat of
Sunny Slopes Subdivision and in the individual deeds conveying
title to Lots 21, 22, 29, 31 and 32~
"No cesspool, septic tank or other sewage disposal
facility shall be installed or maintained on any lot
in the Subdivision except in accordance with the
standards and requirements of the Alaska Department
of Health and the Federal Housing Administration, and
specifically no such facility shall be installed in
Lots 21, 22, 29, 31 and 32, without specifically ob-
taining the advance approval of location, tyl~e and
design of the installation from the Alaska Department
of Health, or any other public health authority which
may have jurisdiction over matter of public health,
sanitary se~ge disposal and the control or regulation
of public water supply systems."
I believe that this will satisfy the requirements set forth
in the above mentioned letter.
JPI/ba
Very truly yours,
Paul L. ~Ansor Commissioner of Health and Welfare
Mt. Carl Ho Steeby
Vto£essionel Civil Bnginsez
Stat Route
Anchorage, Alaska
Re--
Review of P!~e! Plans, Watez Supply
System, Sunny Slopes Subdivision,
Anchorage. Alaska
~o sets of final plans, engineer's report, and application £or
approval ~e~e received in this office on April 27, 1960. These plans
~ete reviewed with zespect to sanitary and functional £eatn~es and public
health engineezing aspects for co~o~mance with applicable Ala~a public
health laws and codes. Please pro, de the Eollow~g i~o~ation afte~
~ich ~ will be able to ~ive approval:
Provide minimum 4" i~nes throughout the addition.
These distances are quite great, and we feel that 4"
lines ate ~tl~tmal fo~ the load and distances indicated.
2. Provide well log.
Submit plans for individual septic tanks and tile
£ields showing the location of the tanks a=~ tile
£ields on Lots 21. 22, 29. 3I. and 32. It is
assumed there will be no waste £aciltty on Lot 30.
Normally. we do not approve of seepage pits oz cesspools because
Of the possibility o£ contaminatin~uatderg£oundwate~, and because they
often become sealed and do not function properly.
Very truly yours,
aCS= Js
cc= SC ~egiona! o££ice~ .~cho~
AmOS J. Alte~. Chie£
Bnvi~onmental Health
Division o£ Health
Alaska Department of Health
Division of Sanitation & Engineering
Box 1931
Juneau, Alaska
ALASK'A DEPARTMENT OF HEALT' ' 'i~ ~t~.~ /,- ? (?
~oho~ag~
Box 1~
~rtl ~2 60
(Month) (Day)
In accordance with Title 40, "Health and Safety", Chapter 1, Section 40-1-6, Alaska Compiled Laws Annotated 1949, as
amended by Section 16, Chapter 118, Session Laws of the Legislature of 1949, and Rules and Regulations promulgated
thereunder, we,
here~vith submit for your review and approval, with respect to SANITARY FEATURES; duplicate sets of complete plans
for the proposed project described below. "Complete plans" shall be taken to mean General plans, Detailed plans and speci-
fications, ancL a Project Report (Engineering or ArchitecturaI Report) including necessary data required ¢or full understand-
ing of SANITARY FEATURES of design.
(Give complete but brief descripti.on of project)
the ,~'Y~ of the ~,'~- of Sec. 12, ~,m. I~N, ~go 2W, ~4. ~laoka
0srl !Io Stoeb¥
These plans were prepared by ...........................................................................
(Name of Designing l~ngineen ArchUeet or Ph'm)
Stsr ~ute, ,~nchorage, AlaSka
................................................... ~_ _and ~y or under the direction of the following Engineer(s) or
(Address)
Architect(s) duly licensed to practice in Alaska:
...........................................................................................
(NAMe) (TYP~ OP LIO~NSN (Civil, ~eehanleal, etc.) Certineate of Registration No.
Amount t6 be financed locally by _ ~ .......................................... $ ...........
Direct grant from ................. $ [ ............
(Alaska Pubae Works, etc.)
Government loan by ...................................... : ...... $ ......................
(FHA, APIA, etc.)
Other financing Pr:LVa~O 22~ 000
Total estimated cost of this project is $ ......... ~.~0_._0_ ..................................
These plans are being submitted to you at least one month prior to the contemplated date of advertising for bids
(Date bids will be called)
We unfierstand that construction, shall not be started until your final approval Of these plans has been received; that
no revisions in the plans affecting the SANITARY F~ATURES of the project may be: made ~ubsequent to receipt of your
final approval unless such revisions be submitted and approved; that constructi6n w~ll be carried out in accordance with
the approved plans; and that unless construction on this project is started within a two-ycar period subsequent to yom'
approval, such approval will become void.
Very truly yours,
(Applicant) _ _ ~, .~.-..__x~2~ V~.~.~_ZCe .~',f. ............................
(Official T~tle)' ~ ~-(~-~ ............
~rl! 22,
REPORT
Wate~~ Dlstrl~u%ion ~yet~.----~mny 91opes ,qubdtvisien
At present, the subdivision is undeveloped, The Dove!opera hope ~o complete
housing units on 1ore 1 through ~ during the 1960 construction season and the
ultimate ~evelopment by falX 1~
The water eyet~ i~ desired fo~ 60 housing units only ~d will not be
ex~de~. There will be no induet~al ac%i~tles which may affeet the r~ufr~ente
of %he w~%er supply.
The sye%~ wee desired fo~ a doily torsi of ~4,0~ gallons, a per oapi'ta wa%er
cen~tion of 1~ gallons ~da pe~ d~and of 250 pere~t ef the average
The source of supply will be from a deep well as in~oated on the drawings.
There are a number of x~elle in the imnediate ~ctnity v~ ~ average depth
approximately 90 feet. All wells have excellent production r~cords ~d
show them ~ be bacteriologically safe, ~ ~etl app~imately 5~ fee% Mss%
t~e proposed well i~ ~ Feet deep ~d has sewed ~O housing units For
year~, The well was pumped eyesight at a rate of 6~O ~h wi~h a drawdo~m of
10 feet, The welt completely recovered in 2~ minutes.
Anothel' well, ~pprex. 10~ feet west of the p~po~ well, was d~lled
to a d~th of y5 Fe~t and l.~as p~ped ~t 900 GPH with no appar~t drawdo~m. This well
bna ba~ serving a trailer court for several years,
The proposed stage development ~11 pro'~de adequate time to dateline
the one well will have sufficient capacity to meet ~he demand.
Climatic conditions eF Ohugisk ore mv. ch the sa~e as ~chorage witB
winter t~era~res opprox. -5~F end m~imum s~er t~eratures near
. ,{T~ SOURCE
...... i'{'i~ ~nticip~ted. tbst one well, solidly cased ~ the wnter bea~.ng strata
~.~11 meet the demand.
~ log of the well will bo D~ished when the well ie drilled.
T~e proposed site im not ~bJeot ~ flooding and very ~likely ~ enco~te~
cont~ination now or in the ~ture.
The g~graphical relationship ~ other water ~ppliee of similar t~e is
outlined above under "G~I~Pal".
Based on information from nearby wells, tbs well is not anticipated to require
purification process,
H,~Ti{OD FOR M~%INT.ilNIN~} PFO~ PR...~SUgE
~ The ~ell~~ill be-~po~ wi~ o~e 1~~ ~ors~ower, ~ingle phase, 240 vol%~
enbmer~tble p~ controlled with ~ automatic pre,sure m~%ch, The p~p will
discharge in~ three ~15 gal. pressure tanke~ Head ieee in tho mains will be
negligible due to the tOpogrsph~ and the pipe sizes choa~n fo~ econo~ pure,em,
The distribution system wall consist of appro::imately l_~y6~ feet asbesto~ce~ent
pipe, ~ Feet of 2" g~!vm~zed steel pipe and se~ce pipes will be of
flexible, ~ndergro~d t~e copper piping. The ~yet~ is laid out in the
fo~ o~d valves are loceted ~o that not more then 1~0 feet of pipe need be
teolated in the case Oi'
The ~ipe will bo buried belm~ the f~st zone in grovel~ material,
Available ~r~ge will be contained in the three ~l~ [u~llon pressure tar~s which
~hould provide ~n active storage ~f 1~ gsllons.
The syet~ was not deei~ed fo~ ~re p~teetion.
~g~neer' s Report
Water Distribution
Private monies supplied by the developer.
Estimated Unit Casts are am !~llow~
Item
pump I .50o,o0 .500, O0
P~o~ure Tsnk~ ~ 200.~ 600.00
Asbestos-cement pipe
G~v~mized steel pipe 2812ff~ot ~.~
Oopper pipe 2~f~t ~yO lySO. O0
4~' vmiv~s 2 65,00 150.00
Ol~s 20 10,50 210.~
~rb Stops 60 10.00 6~,00
Curb S~p boxes 60 i~,~ 900.00
gxc~vcf~ion g~ }~aok~ll 429Y~ Yds. 1,50 6~1,00
2" valves 6 15,~ 90.00
~2,000.
Operation and m~lnte~se cost ~'e e~ated at ~1500.00 per ye~r~
RespeCtfully submitted,
ca~l L. ,itooby ~
~rofesaional
~la~ka ~$56E
Feb. 5, 1962
Mr. William Collins, Director
Anchorage Office
Federal Housing Administration
716 Fifth Avenue
Anchorage, Alaska
Dear Mr. Collin~:
~ubJeet: Suur~SlopesS~bdivision Water System
Eagle River, Alaska
General Builders, Inc.
P.O. Box 1998
Anchorage, Alaska
The AlaskaDepartment of Health and Welfareherebyapproves
subject ~ter system on the strength of exhibits cn file in
our office. Further development of this water system must
be subject to our approval.
Yours very truly,
Bruce D. Adams, Supervisor
RegionalSaui~ation Services
Division of Pablic Health
~ Lab. No 1222
INDIVIDUAL WATER SUPPLY
ALASK~A DEPARTMENT OF HEALTH
Section of Sanitation and ~nglueerlng
Southcentr~l Hegional
ACTION ON REQUEST FOR BACTERIOLOGICAL WATER ANALYSIS
Your recent request for an analysis of a sample
serving ~le ~iver was C/O General B Hqs.
~eceived 1-2~62 and Bo~ 1998'
examination has been completed. ~loho'tt~go~
Records in this office indicate this Individual Private Water Supply to be of ~Sat'~sfactoty Qued~ionabie/?' Unsatisfactory
Analysis shows this SAMPLE to be tlsfactory_ Questionable .Un~tisfactory~
If an ~'lJnsatisfactory" or "Questionable" status is indicated above, you should take immediate action as recomme~nd~' below.
1. Boil or chemically treat your water supply to protect your family from water-borne dis'eases a~ outlined in eh-
dosed leaflet, "Drink It Pare."
2. Improve your spring--See bulletin H811-6o2
3. Improve your cistern--See bulletin HSE-6-3
& Improve your dug well -- See bulletin HSE-6-4
5. Improve your driven well-- See bulletin HSE-6-5
6. Improve your drilled well--See bulletin HSE-6-6
7. Relocate your well to a safe location in relationship to your sewage disposal system--See bulletin HSB-15
8. :B0tfle broken in transit, please.send new sample.
9. Sample too lon}.in transit; ~ample should not be over 48 hours old at examination to indicate reliable results.'
Please send new sample.
10. Coma~ yfiur nearest [] Local Health Deparmaent or [] Alaska Health Depirtment, Sanitation office for
buHetlns, consultation, and assistance.
11. This is a surface water soUrce and subject to pollution by man and animals. An approved water supply source
should be developed.
SANITARIAN'S REM_ARKS:
BACTERIOLOGICAL WATER ANALYSIS 1222
Source Sunn7 Slopes Subdivision - Eagle
Mail ReFurc to Mr. Virgil 'Flint - c/o General B Hqs.
Addr~s BOX 1998 - 'Anchorage, Alaska
Dat~: Collected 1-22.-62 Date Received J.-22-62
Lactose Broth
24 hours
48 hours
EMB B GB_
Lactose Broth, 24 hfs 48 hrs. Gram's stain
Coliform Density (Most proba~e~o_.d~r 100cc.)
Reported by. BV _Date - -
This analysis indicates Coliform Organisms to be: Absent XXX . :~!~
P,eaenr ?~
ADH-HSE-6-F I (f)
10-55 - 5M
?
DATE
INDIVIDUAL WATER SUPPLY
ALASKA DEPARTMENT OF HEALTH
Section ot Sanitation and ~ngineering
Lab, No,
OFFICE
ACTION ON REQUEST FOR BACTERIOLOGICAL WATER ANALYSIS
Your recent request io~ an analysis oi a sample
from the Individual Private Water Supply
examination l~as been completed.
Records in this office indicate this Individual Private Water Supply to be of ~* Satisfactory Questionable__Unsatisfactory
sanitary status.
Analysis shows this SAMPLE to be ~ Satisfactory Questionable Unsatisfactory.
Ii an "Unsatisfactory" or "Questionable" status ~s indicated above, you should take immediate action as recommended below.
1. Boll or chemically treat your water supply to p~otect your family from water-horns diseases as outlined in en-
closed leaflet, "Drink It Pure."
2. Improve your spring-- See bulletin HSE-6-2
3. Improve your cistern-- See bulletin HSE-6-3
4. Improve your dug well--See bulletin HSE-6-4
5. Improve your d~iven well -- See bulletin HS£-6-5
$. Improve your drilled well- See bulletin HSE-6-6
7. Relocate your well to a safe location in relationship to your sewage disposal system-- See bulletin HSE-15
8. Bottle broken in transit, please send new sample.
9. Sample too long in transin sample should not be over 48 hours old at examination to indicate reliable results.
Please send new sample.
10. Contact your nearest [] Local Health Department or [] Alaska Health Department~ Sanitation office for
bulletins, consultation, and assistance.
11. This is a surface water source and subject to pollution by man and animals. An approved water supply source
10
Arctic A aska Testing Lciboratories
January 25, 1962 W/O 4271
General Builders,
P. O. Box 1998
Anchorage, Alaska
inc.
ATT~NTI©N: Mr. Virgil F int
SUBJECT: Chemical analysis of water
SAMPLE DATA:
One 5-pint plastic bottle of raw wafer from
Community Water System, Sunny Slopes Subdivision,
Eagle River, Alaska. Date of sampling: January 22,
1962 by Mr. Virgil Flint
Genflemen:
Transmitted herein are the results of the analysis performed
in our laboratory:
Deferminafion
Resulfs
Sdlfafes as SO4 8.7 ppm
~lron as Fe 0.07 ppm
Calcium as Ca 42.1 ppm
~Magnesium as Mg 12.5 ppm
Chlorides as CI 54.6 ppm
Manganese aa Mn 0.00 ppm
pH 6.6
We do not have the equipment for the determination of specific
conductance of wafer so were unable fo perform fhaf test.
We contacted Mr. Bruce Adams of the Alaska Division of Public
Health, and he stated that Specific Conductance was not a necessary
test but one that could be checked from time fo time which would
give an indication of a change in the concentration of dissolved
solids such as the above.
If we can be of ~urfher service fo
contact our laboratory.
KWB:ma
you in fhis maffer
Very fruly yours,
ARCTIC ALASKA TESTING LABORATORIES
-- Ke.neth w.
~ .. , ~,~/ if . fl . ..
i Th~s'Form MustCompletely.'u'f Be Filled ] []Please Look on Reverse of
IOut INDIVIDUAL ~/ATER SUPl)LY ! Sheet for Sample Collection
ALASKA DEpART1V~ OF I~RAL'I'tl / Instructions. ~- , ~ ~,~
Section of Sanitation and l~n_~4neering ] , ~.U~! ~ ~ b :I,[
Request for Bacteriological Analysis ~,b ....................... ~.~.,o..,, ...............
Water sample collected by .............. V...L~...~.;_/......IE..?..L.'i~..~...- .......................................... /.'..--..,,.2....Z..:.~..:.~-. .......
(Name of person collecting sample) (Date) (Time)
Water sample collected from [] Kitchen tap; [] Bathroom tap; [] Basement tap;
[] Other (list).. o0 ~c_./~...-.~-----i ............ ;----~---.-; .............................. ';'"'":a ...................
(Mr.)
repo to ( :1 ..........
'"'~ ............ ' ....................... (Box No. or street address) (City)
(Name)
Please place an "X" in the box before items 'which bast describe your water supply:
SOURCE: Well -- [] Dug, [] Driven,~ Drilled, [] Bored
[] Spring, [] Cistern, [] Other (list) ...............................................................................................................
[] Creek, [] River, [] Lake, [] Pond ..................................................................................................................
DUG WELL
OR CISTERN CONSTRUCTION: Walls-- [] Wood, [] Concrete, [] Metal, []Tile, [] Brick or Concrete Block
Top -- ~ Wood, [- Concrete, [] Iv~etal, [] Open Top
LOCATION: [] In basement, [] Basement offset, F Under house, [] In yard Other .....................................................................................................................................................................................
fe ..............
DISTANCE TO: Building sewer or other drainage pipe .............. et, Septic tank .............. feet, Tile field
feet, Seepage pit .............. feet, Cesspool .............. feet, Privy ..............feet. Other possible sources
of contamination (list) .............................................................................................................................................
MATERIAL: Building sewer -- [] Cast iron, -I Wood, [] Tile, [] Fibre pipe, [] Asbestos cement
Joint material Type .......................................................................................................................................................
GENERAL INFORMATION: Does water become muddy or discolored? [] yes, ~ no
When? .......................................................................................................................................................
Diameter of well ................ /.o....~: ............ , ............... depth ...J..5-b.-. ............................. .~ ........... feet
Well easing material.....~.~.9.;~.---'~,z.../~:...~, dtameter....~ ............. depth../...z/A.~ ......................
Length of drop pipe ................ ~g....~;~.......~-.......~ ..........................................................................
Water depth from bottom ............ ..~/. ........ ~ ......................................................................... feet
Pump location: ~]~ In well, [] Offse~ in basement, [] In basement [] In utility room, [] On top of well
[] Other (list) ........................................................................................................
PURPOSE OF EXAMINATION: Illness suspected? [] yes, ~ no New source of supply? ~ yes, [] no
Repairs to existing system? [] yes, [] no
emarks:
PLEASE DRAW A SKETCH IN TH~ SPACE BELOW. THIS SKETCH SHOULD SHOW LOCATION OF HOUSE,
SUPPLY SOURCE, SEPTIC TANK, SEWER, DRAIN LINES OR OTHER SOURCES OF POLLUTION AND DISTANCES
BETWEEN WATER SUPPLY SOURCE AND ANY OF ABOVE FACILi'~'~S.
SAMPLES MUST BE SUBMITTED IN CONTAINERS PROVIDED BY THE ALASKA DEpARTMEN'I' OF ITRP4LTH
DIRECTIONS FOR COLLECTING SAMPLES OF WATER FOR BACTERIOLOGICAL EXAMINATION
Read Carefully and Follow Instructions Exactly
DO NOT COLLECT SAMPLES FROM FIRE HYDRANTS,
YARD HYDRANTS. DRINKIN~G FOUNTAINS OR SIMILAR
OUTLETS WHICH ARE DIFFICULT TO D I.S I N F E C T
PROPERLY
Bear in mind that water analysis deals with materials present in very minute quantities. The least
carelessness in collecting and handling may give rise to result~ which are misleading.
Arrangements should be made to have water samples reach the laboratory as quickly as possible. After
48 hours the significance of the bacteriological analysis is impaired. For obvious reasons the laboratory
prefers to receive samples In the early part of the weck, but is willing to accept samples ac any time.
In collecting samples from TAPS or PUMPS proceed as follows:
(a) Thoroughly flush tap or pump by allowing water to run freely for five minutes.
(b) Shut off water and flame the outlet with torch or burning paper. The flame should not be merely
passed over the outlet, but should be applied until fixture shows indication of b~eing hot. Flame
should be directed against inside edge.
(c) Open fixture so that a small stream flows.
(d) Remove bottle from mailing tube. Hold bottle by the lower half in one hand and with the other
remove the screw cap with the fingers, leaving paper protecting cover in place. Fill, the bottle to
the shoulder. Replace cap with paper cover, screwing firmly into place but do not apply pressure
which will split cap.
(e) Pack bottle carefully in mailing tube enclosing this completed information sheet, being sure that
a simple sketch is included.
In collecting samples from STREAMS and RESERVOIRS proceed as follows:
(a) Remove cap and hold bottle as described under (d) above.
(b) Collect sample by holding bottle in a slanting position and sweeping it below the surface in such
a manner that water that has been in contact with the hand is not introduced into the bottle. Avoid
colle~ting surface scum and bottom ~edlment.
SAMI~LES MUST BE SUBMITTED IN CONTAINERS PROVIDED BY THE ALASKA DEPARTMENT OF HEALTH
AD~--HSE4~-FI (e)
Out ~ompletely.
INDIVIDUAL WATER SUPPLY
ALASKA DEPARTM]~N~ OF I~.ALTH
Section of Sanitation and ~.n~inecring
Please Look on Reverse of
Sheet for Sample Collection
Instructions.
~Y 1 ~ 1ffif'
Request for Bacteriological Analysis Lab. I~o .................. · .........................
~'"'"--~~ ................................ (Dat~)'" ......... '('~i~;; ........
Water sample collected by ................ : .................................
(Name of person collecting sample)
Water sample collected from ~ Kitchen tap; [] Bathroom tap; [] Basement tap;
[] Other (list).&...,~..~...... ......................................................... Z/. ~./../~-.-..-.~ ~--; ............................................./~------~--~---~---~--~ ~' .........................
Address premise(Mr.)Where source is located . .......... -/---~o- ............... ~.~/~-:.~-.I
Mail report to ~aMiss') ..,..~........1.-*..-~ ................. ~ ............. ~ ....................... i'~"~ ~ '~treet address) (City)
(Name)
Please place an "X" in the box before items which be~t describe your water supply:
SOURCE; Well -- [] Dug, [] Driven, ~ Drilled, [] Bored
[] Spring, [] Cistern, [] Other (list) ...............................................................................................................
[] Creek, [] River, [] Lake, [] Pond ..................................................................................................................
DUO W~LL
OR CISTERN CONSTRUCTION: Walls-- [] Wood, [] Concrete, ~Metal, [] Tile, [] Brick or Concrete Block
Top -- [] Wood, [] Concrete, ~Iv~etal, [] Open Top
LOCATION: [] In basement, [] Basement offset, [] Under house, ~ In yard
Other ~ ~ '
DISTANCE TO: Bmlding sewer or other drainage pipe....~....~_.....~f~t, Septic tank ....~..feet, Tile field ..............
feet, Seepage pit ].~.~.._..teet, Cesspool ....... ~feet, Privy ............ ..~feet. Other pessible sources
of contamination (list) .......... ~(~.w~..~9~.<-. ....................................................................................................
MATERIAL: Building sewer --~Cast iron, [] Wood, [- Tile, [] Fibre pipe, [] Asbestos cement
Joint materlal -- Type .......................................................................................................................................................
GENERAL INFORMATION: Does water become muddy or discolored? [] yes, ~ no
When? ............................................................................................. ~---~ ..............................................
Diameter of well ......................-.~....! ...................... depth ........ .~....~.. ........................................ feet
Well casing material......~...~..~..:~ ........ - ......... diameter .................... depth ..................................
Water depth from bottom.....:...~..O.....J ...................................................................................... t feet
Pump location: ~ In well, [] Offset~ in basement, [] Tn basement
[] In utility room, [] On top of well
[] Other (list) ........................................................................................................
PURPOSE OF EXAMINATION: Illness suspected? [] yes, ~ no New source of supply?~ yes, [] no
Repairs to existing systen~? [] yes, ~ no
Remarks: ..~...-.~.--~---.~ .................................................................................................................................................................
PLEASE DRAW A SKETCH tN THE SPACE BELOW. THIS SKETCH SHOULD SHOW LOCATION OF HOUSE, WA'rna~
SUPPLY SOURCE, SEPTIC TANK, SEWER, DRAIN LINES OR OTHER SOURCES OF POLLUTION AND DISTANCES
BETWEEN WATER SUPPLY SOURCE AND ANY OF ABOVE
SAMPLES MUST BE SUBMITTED IN CONTAINERS PROVIDED BY T~i~ ALASKA DEPARTMENT OF HEALTH
DIRECTIONS FOR COLLECTING SAMPLES OF WATER FOR BACTERIOLOGICAL EXAMINATION
Read Carefully and Follow Instructions Exactly
DO NOT COLLECT SAMPLES FROM FIRE HYDRANTS,
YAttD HYDIL~A~ITS. DRINKING FOUNTAINS OR SIMILAR
OUTLETS WHICH ARE DIFFICULT TO D I S I N F E C T
PROPERLY
Bear in mind that water analysis deals with materials present In very minute quantities. The least
carelessness in collecting and handling may give rise to results which are misleading.
Arrangements should be made to have water samples reach the laboratory as quickly as possible. After
48 hours the significance of the bacteriological analysis is impaired. For obvious reasons the laboratory
prefers to receive samples in the early part of the week, but is willing to accept samples at any time.
In collecting samples from TAPS or PUMPS proceed as follows:
(a) Thoroughly flush tap or pump by allowing water to run freely for five minutes.
(b) Shut off water and flame the outlet with torch or burning paper. The flame should not be merely
passed over the outlet, but should be applied until fixture shows indication of Being hot. Flame
should be directed against lnaide edge.
(e) Open fixture so that a small stream flows.
(d) Remove bottle from mailing tube. Hold bottle by the lower half in one hand and with the other
remove the screw cap with the fingers, leaving paper protecting cover in plaice. Fill the bottle to
the shoulder. Replace cap with paper cover, screwing firmly into place but do not apply pressure
which will split cap.
(e) Pack bottle carefully in mailing tube enclosing this completed information 3hect, being sure that
a simple sketch is included.
In collecting samples from STREAMS and RESERVOIRS proceed as follows:
(a) Remove cap and hold bottle as described under (d) above.
(b) Collect sample by holding bottle in a slanting position and sweeping it below the surface in such
a manner that water that has been in contact with the hand is not introduced into the bottle. Avoid
collecting surface scum and bottom Cediment.
SAMPLES MUST BE SUBMI~I~ED IN CONTAINERS PROVIDED BY THE ALASKA DEPARTMENT OF HEALTH