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STATE OF ALASKA Form No. PEEHP-W-1
DEPARTMENT OF HEALTH AND WELFARE
Division of Public Health
II.
IV.
LOCATION:
Operating Agency:
Responsible Official:
Mailing .Addre a ~:
PUBLIC WATER SUPPLY INSPECTION REPORT
Spenard Utilities Inc, Date Of Visit:
3ames moore Ti~ie:
2Z26 Spenard Rd
SYSTEM DATA: Deba:= Vis~a~ Elm Rich~ Nevilla Pa=k
~:e~ Se:ve~:C=aek ~ide, 8L~, Tu=pin, Col~an ~opul~tion Se=ve~: 500
~o. of Connection~: 204 ~etered? ~p Water Rate:
Quantity - Range: 51~ - 71000 GPD Average: 61000
Sources: O~i!!ad ~el!
Raw Water pH: 8.0 Treated Water pH:
Tamp: 46°F
TREATMENT PLANT OPERATING PERSONNEL:
3ohnny Bgornson
Dick Brink
Chief Operator:
Operators:
August 17,-1966
Vice Prestden.f,
Office Location:2326'Spena=d Ed
~9,~:homge, -
7.0D/mos.
GPD
N/A Chlorine Residual: N/A'
Yrs. Exp.: 25 Cert.: N/A
Y_ks. Exp.: 2 Cert.:
Yrs. Exp.: Cert.:
SANITARY AND PUBLIC HEALTH CONDITIONS OR HAZARDS:
No Show e r: No
f) Fencing: No
a) Facilities: Toilet: No Wash Basin:
b) Source'l~rotection: Subg~ound pit
c) Clear Well Protection: Nm nl~,,,,~ll
d) Building Drains and Sewers to: No drains
e) Cross Connections: None obaBrved
g) General Cleanliness: _ gogd
h) Other:
SAFETY CONDITIONS:
First Aid Equipment: No
Chlo rinato r Hous lng: N/A
Ventilation:
Other:
Gas Masks:
Walkways: N/A
No
Lighti. ng: Good
VI.
RECORDS KEPT:
a) Permanent Files: "As Built" Plans:
Detailed Piping & Electrical Plans: .
Form No. PEEHP-W-1
Page 2
Yes
Shop Drawings and Operating Instructions for Equipment:
b) Performance Records:. Yea
c) Reports on File: Yes ·
d) Reports i~'l~rogress: N/A
GENERAL COMMENTS:
'~ell is in a 20' deep pit lined mith 6t dis C~ID.
Capacity is adequate for system.
Yes Engineer:, Dickinson-Oswald
Yes
A 500,000 g~! storage tank is in the s~stem but not beinq used at present time.
Flow is pumped into a 6,000 gal underground pressure tank.
Considering Nunaka Valley, Shady Lane, and Creek Side Systems together, mater
demands are over 0.25 ~GD.
not satisfactory.
Storage capacit¥.mithout the 500~O00-pallon tank is
VIII. EFFECT OF 1964 EARTHQUAKE ON WATER SYSTEM:
On Water Sources: None
On Treatmen% Plant:
On Distribution'System: .... [~inor_!eaks and some line breakaqe.
Repairs and Reconstruction Completed: Yes, repairs mere first .temporary.
final.
Remaining.Ef£ects on System:
No~e
Then
INVENTORY SUPPLEMENT
.Form No.
PEEHP-W- · Page
SOURCE:
a) Surface: Structure:
NO
b)
C ond it ion:
Wells: Depth:
DrawdoWn:
Casing Material:
~/A C apac ity:
340' Size: 15" Static Level: 90'
)Q, Rated Capac[ty: gn[cnnmn Screens:
Steel Casing /Depth:,, ~0~'
c) Emergency source:
II. STORAGE:
Type Mate r ial Size C ond it ion
Pressure Tank Steel ~000 qal Good ($0-70 ps~§)
III.
DISTRIBUTION SYSTEM:
Type of Pipe: 6", 8", 10" AC Fire Hydrants:
Dead ends: No Pressures: Not tested
Other: Logical arrangement of valves
42
IV.
CHEMICAL FEED:
Chem ical Equipment
~o
C ont r ol C ondit ion
V. MIXING: Size: No
E qu ipm ent:
C ondit ion: N,/A
VI. COAGULATION: Size:
Equipment:
C ondlt[on:
Rated Capacity:
Rated Capacity:
No Size:
N/^
VII. SEDIMENTATION:
EqUipment: N/A
C ond it ion: N/A , '
VIII.
FILTRATION: Type:
No. of Units: N/~
F'ilter Mater [al:
Underdra[n System:
Rate Controller:
Backwash Method:
General Condition:
REACTOR TYPES:
General Descr [pt[on:
~o
N/^
Fo rm No.
Date Installed: N/A
S [ ze:
Loss of Head Gage:
PEEHP-W- 1
Page 4
No
C ond[tion: N/A
SLUDGE HANDLING: Method: No
XI.
XlI.
XIII,
Disposed to: N/A
G ondit ion: N/A
C LEARWELL: Size:
C ondit ion:
CHLORINATION: Model: No
Controh ' M/;% Type of Supply:..
Detention Time: N/A
C ond it ion: N./A
PUMPS:
C apac ity: N/A
Point of Application: N/A
Purpose Pump Type No. Capacity
C ond it ion
S.hm. 30 HP 1 . 500 GPI)I
Good (8erQ-Warnsr)
XIV.
BOOSTER STATIONS:
Location Pumps~
Mo
Capacity
Condition
XV.
XVI.
XVlI.
XVIII.
LABORATORY: Size:
E qu ipm e nt:
EMERGENCY PROVISIONS: ·
Stand-by Equipment:
Spare Parts: N/A
NO
Fo rm No. PEEHP-W- 1
Page' 5
Auxiliary Power: ~]/a
COLD WEATHER PROTECTION:
Units Housed: Yes
Units Heated: Ves
OTHER UNITS: (for iron and manganese removal,
odor control, corrosion control, fluoridation, etc.)
No
so£tenLng,-aeration, taste and
I. CHEMICAL FEED:
OPERATIONS SUPPLEIM
C hem [cai Quant
N/A
Form No. PEEHP-W-1
Page 6
Method of Addition
5iuage Di.'posed ;o: : N,A . Fret uency:
Iii. FILTRATION: CondLtion of Filter Bed:
Backwa~.n Op'erated byg . ' N/~_~requency N/A
Backwash Dlspo~ed tog _ _~g__.:.: .......
~. CHLORINATION: Dosage ~ata Cb:lerved: N/A .
~....~.. ~, red on ~rem[ses:
Residual ~easured: M/g..., ~
V. OPERATION OF OT~R UNITS:
Quant ity:,
VI.
SAMiOL!i'~'D AND TE~TING:
a) Samulcs taken of: Bacteriological . Tests ,$ onducte d:
Biweekly- ·
VIi. q: ..... R .... Ol>EPwkTION AND MAD[TENANCE ~ ~t[OBLEMS (!ow temperature, etc.)
None reported
O\rER-,&LL _,.,~AINTENANCE. L'ab~.-[cation Sch, dule: -- .Regular. visits
?a[nting Sck~dule: As required 2~¢serv )ir Gleaning Schedule; , '~/g
Other:
RECOMMENDATIONS
Form No. PEEHP-,W-1
Page 7
WATER SOURCES: ....
Concrete floor with drain piped to open outlet .lO~;'~om Well should be provided
in pit.
II.
TREATMENT PLANT:
III.
DISTRIBUTION: '"
500,000-gallon storage tank should be incorporated in the system.
IV.
GENERAL OPERATION:
Flow should be measured.
Ye
SPECIAL PREPAREDNESS FOR POSSIBLE FUTURE DISASTERSr · "'
Emergency supply should be Prov~ided for this system which would "
include also Klusne Terrace and Shady Lane. ' ·
Creekside
LABORATORY RESULTS
U.S. DEPARTMENT OF THE INTERIOR
O~OLOGICAL SURVEY
~AT~ ~SOURCES DIVISION
Analyses by ~oological Survey, United States Department of the Inte~io~
(parts per million)
Laboratory Numbo~ · · · · · · · · · · ·
Date of Collection · · · · · · · · · ·
silica (sic2) ....... · · · · · ·
Iron (Fo) .............. ·
Manganese (mn) ..... · · · · · · ·
9278
8-15-66
12
0.06
Calcium (ca) . ............
~lagnes um ............. O
Sodium (Na). .......... . . · 5.6
Potassium (K) .... .S .... · ·
Carb'on Dioxide (C02) ~ . . . . . . . · 1.6
Biczrbonate (HCO) ' 165
C~bon~te (CO~) ~. .......... 0
Sulfate (SOx,)~. · ' .......... 8.6
Chloride (CE) ..... ' · ....... 3.9
~iuorido (F) ............. 0.1
Nitrate (NO5) . ........... 0..0
Dissolved Solids
Cmlculated ............. 154
Residue on ~vapofation at 180~C'. · ·
Ha~dsnss ms CaCO3 ........... 127
No,.carbonato Hardness ~s taCO5 .... 47
Alkalinity as CaOO5 .......... BO
Specific Conductance
(~ic~omhoe at 25~) · · · · ..... 2?2
pH . · ........... . . . . 8.2
Color . · · ,. · · · ,., , , , , , , , , 5
· TESTING · EXPLORATION · CHEMICAL · MATERIALS · INSPECTION
1940 POST ROAD ~ PHONE 2?2-3428
ANCHORAGE. ALASKA
1~9501
Date:_ Au~n,~t 17.
Work Order No.: 73/1.9
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 Membran8 method.
The sample identification and results are as follows:
Sample
No. Identification
Coliform Organisms
per 100 milliliters
4?9
Creekside, at Texaco Station; sampled
15 August, 1966; GJC-SK 0
480 Same as above 0
If there are any questions with reg. ard to the above tests please
contact our office. ,
KWB:sc
Very truly yours,
ALASKA TESTLAB
Kenneth W. Ble[tsoe, MAIC
Water Laboratory Supervisor
State Permit W-1
DICKINSON-OSWALD &
AFFILIATED WITH:
AERO SERVICE CORPORATION
AERIAL SURVEYING AND MAPPING
PHILADELPHIA, PENNSYLVANIA
ASSOCIATES
ENGINEERS AND SURVEYORS
433 9TH AVENUE -- ANCHORAGE
MAILING ADDRESS:
BOX 326- ANCHORAGE, ALASKA
99~01
October 20, 1965
Dr. David R. Duncan
Anchorage Borough Health District
217 "E" Street
Anchorage, Alaska
Re:
Installation of 500,000 gallon water storage tank at
Creekside Well for Spenard Utilities, Inc.
Dear Dr. Duncan:
Submitted herewith for your review and approval are two sets of
design drawings for the construction of a water storage tank in Elmrich
Village Subdivision located north of Creekside School and east of Muldoon
Road in the NE 1/4 of Section 14, T13N, R3W, S.M., Anchorage, Alaska.
This tank will serve as a water storage tank to upgrade the fire
demand requirements within Shady Lane, Creekside, Chester Valley,
Brink, and Scenic Park Subdivision areas. This water storage tank
located at elevation 305.5 (top water surface at 345.5) will not have
sufficient head to provide pressure without a booster pump. It is
proposed that a booster pump will be installed within 150 feet of the
discharge from the 500,000 gallon water storage tank. This booster
pump will maintain a pressure of approximately 50PSI to 70 PSI within
the adjacent area with pressures fluctuating up to 90 PSI in the
low areas,
Another booster pump will be installed on the 10" water line on
Muldoon Road and located west of Brink Subdivision. This booster pump
will maintain pressure in excess of 45 PSI in Scenic Park Subdivision.
The 500,000 gallon water storage tank is being constructed Dy
Chicago Bridge and iron under contract to Spenard Utilities, Inc. It
is proposed that the erection of this tank will be completed within
15 days.
Very truly yours,
DI~K,I[~SON-OSW~LD & JSSOCIATES
Lewis E. Dickinson, P.E.
LED/jb
Enclosures: Two sets of plans of above described project
cc:
Mr. Jim Moore, Spenard Utilities~ Inc.
Form SA-lB
MEMORANDUM
State of Alaska
TO: r-
FROM:
Department of Health g Welfaz~
Attn: ~unos J. Alter, Chief
5~vironment al Health
!,~edical Di~ec~t or GAiu~-HD
Clifford P. Judkins
Supervising Sanitarian
J ~e
DATE : 28 October 1965
SUBJECT: 500,000 gallon Storage Tank
( CPeekside ).
Trans~,~itted herewith is one set of the subject drawings, the application for
approval of plans, and a copy of the en~ineer's letter of submission.
The project is under construction and, in facts nearing co~-~letiom and we
are just now receiving p~eliminaz? plz~s. This has been ou~ first contact
with the project. Do you have tony advice concez~ing how we should handle
this situation and how we can p~event such violations from occurring in
the futur~ ?
The project will not be approved for use by the Borough until approval of
certified as-builts has been r~ceived.
By copy of this letter, we a~e advising the firth of our concerti ~egamding
projects going into cmstructiom phases prior to submission and approval
of plans.
CPJ/cw
cc: Mr. Lewis Dickinson, P.E.
Dickinson, OSwald, & Assoc.
Mr. Jim Moore
Central Alaska Utilities, Inc.
}-Jr. Eln~r Gagnon, Director
Federal Housing Administration
DEPART IENT OF HEALTH VELFARE
DIVISION OF PUBLIC HEALTH A OFFICE BUILDING- JUNEAU 99B01
Nov_Am_her 30~ 1965
ttedical Director
Creater Anchorage Area Borough
ltea], th Department
217 E. Street
Anchorage, Alaska
AttenC£on: Clifford P. Judkins
Supervising Sanitarian
GREATER ANC'dORAGE AREA
BOROUGH - HEALTH DEPARTMENT
Dear 1~o Judkins:
The drawings for the subject project have been reviewed for compliance
vith regulations of the State of Alaska Title 7 of the Administrative Code.
Information on this project is incomplete to the extent that adequate
review cannot be made and app~ovaI must be withheld pending action taken on
the following comments:
1. Specifications and other Contract Documents are not /urnished,
2. Drawings do not show details.
a. Roof manhole (waterproof lid and lock)
b. Shell manhole.
c. Hearts for preventing vandals from climbing outside
ladder,
d. l~an8 for connecting tank drain to waste.
l~awings do not show engineert8 st~mg~ or name and address
owner.
4. Kquipment vault.
a. What is purpose of ~his vault?
bo
Sho~ drawings for interior piping, valving or whatever
~he vault is to contain. ~nat about a floor drain or
sump?
Ce
Cursory examination of the wall nearest the tank indicates
inadequate reinforcing for loading - eoe., tank /ull of
water.
Medical Director
Greater Anchorage Area Borough.
Health DePart~nent
-2-
November 30, 1965
5. Should not over[low be carried doum to ground level for
discharge without damage to base surr~unding tank?
6. l~hat are painting require~nts inside and outside7
7. Is not outside water level indicator desired?
Early compliance to ~he above items will be appreciated in order that
we can continue with our review.
Very truly yours,
Chief En~inee~':'
A~Aleid
cc: HO, SCRO, Anchorage
Dickinson-Oswald & Associates
Spenard Utilities, Inc.
M~. Eln~r Ga~non, Director
Federal Housing Administration
F__. 6 AVE.
ELEM SCHOOL
7500 L ~ AVE.
.................................................
, ...................................................
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Muldoon Area Reference,Map-P4 -
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HOWARD J HUNT
I-
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~ W,P. 8~ B.D. PLETT PROPERTY
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