HomeMy WebLinkAboutT15N R1W SEC 3 S2NE4SW4NE4 PTN
/~ ["~'~,MUNICIPALITY OF ANCHORAGE
//~-'~ ~ ~ DEPARTME~ ( OF HEALTH & ENVIRONMENTAL RROTE~ FION
'{{k~ ~) ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTE~ AND/OR WELL INSPECTION REPORT
Manufacturer ~C~~ ~f Mat~.~.~L No. of compartmeas
WOII~ / Foundatip~] ~ Nearest Io~g~ /~ PERMIT NO.
No. of ,ine~ Le~qth.~, line/ .. ~ota&%~h~f, ~es Trench wi~ Distance between line?
1~. fz5 7711S inches
mop~ ti~ ~o fiJ, ish ~raOe ' / ~ inches
'5 1-- X/ ~)b~~ Mat~rlal~e~eath tiJe Total effective absorption area
C~ / ~ ~'~X Driller Distance to ,o, line PERMIT NO.
OTHER
L~cation: 0 I¢) ~ole~
,eg l Description: i tO g
Typ'e~of Soil Absorption System Is:
MUNICIPALITY OF ANCHORAGE
Department c~,Health and Environmental ,/'=%eLection ~I(~
825 ~ !Street, Anchorage, AK. 9.J01 /~
264-4720
* * * HANDWRITTEN PERMIT * * *
WEdcLAND/OR ON-SITE SEWER PERMIT
Trench: Drainfield:
Maximum Number of Bedrooms:
Seepage BeC: __ Holding Tank:
Soil Rating (sq. ft/br) ~C
The Required Size of the Soil Absorption System Is:'
DEPTH (~) LENGTH ~7~- GRAVEL DEPTH ,aJ~ ~ WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
Thegravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTtC(ff~_ILLL~.TANK SIZE = L~ 0 0 GALLONS * *
Permi~ applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final inspection.and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for;a private well or 150 to 200 feet from a public well depending upon the type
of~ipublic well. Minimum distance from a private well to a private sewer line
is, 25 feet and to a community sewer line is 75 feet. Well logs are required
and'must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER
L certify that:
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2 I will install the system in accordance with codes.
(3 I understand that the on-site sewer system may require enlargement if
the residence/is remodeled to include more that 3 bedrooms..
AppliCant~'/-- \
/ Date:
SWP/024(1/81)
DEPT. OF ENVIRONMENTAL CONSERVATION
BILL SHEFFIELDt GOVERNOR
~elephone: (907) 274-2533
Address:
437 "E" Street
Suite 402
Anchorage, AK
99501
August 5, 1983
S & S Engineer~n~k
SRB 196X
Eagle River, Alaska
99577
Dear Mr. Shaffer:
Subject. T15N, RiW, SEC 3, N 1/2, SE 1/4, Water & Sewer
System, 8421-FA064 and 8421-DA046
We have reviewed the plans and specifications for the subject project.
The project is hereby approved for construction for the items with
which this Department is concerned. This letter constitutes the permit
required by A.S. 46.03.720(a) 'for approval of sewerage systems.
Enclosed with this letter is a "Certificate to Construct" for the
drinking water system. The "Approval to Operate" section of the
certificate must be completed by a representative of this Department
prior to placing the system in operation.
It should be remembered that final approval will necessitate the
submission of Engineer As-built Plans. This will consequently mandate
that a private professional engineer conduct basic inspection of this
project so as to be able to sign off on as-built plans. Arrangement
for this inspection work is the responsibility of the developer.
Sincerely,
Bruce E. EricKson
Environmental Engineer
BEE/wlh
Enclosure
WATER WELL RECORO
STATE OF ALASKA
DEPARTMENT OF NATURAL RE$OURES
Division of Geological ~ Geophysical Surveys
Anch ' i__of__o,'ot__
Near intersection of Old Glenn Hiway and
North Peters Creek Exit
Stre,t Address and Area of Well Location
Pill
Frozen soil
Sand, gravel, silt,
bouzders
Sand, ~avel, silt, ~GPM
Sand, gravel, clay, mol
Greenstone
WATER WELL CONTRACTOR'S CERTIFICATION=
Well # 1
OWNER OP WALL:Mr. Paul Myers
~d,e,,: P.O. BOX 351
Chugiak, Ak.
99567
Top 8of tom
0 4
lO
185
~t 1 90 290
29O 407
407 "'I 8 - 5 - 83
[] ca~,. ,oo, X~.Cofo,, [] o.,,.. [] o.
7.USE:~Domesflc [] Public Supply [] I.dusfry
[] Irrigation [] Rechargl [] Commerical
[] Tilt Well ~ Other:
d!°.. 6 i.. ~a?90 ,,.O.pth W.i~ht 171b,./'f
ft.
STATIC WATER LEVEL: 100 ft.
~JAbove or ~Below land surfcce
IA.GROUTING Well Grouled: []Yes E] No
14. REMARKS:
Production of 1 GPM
Magnuson Drilling__ AA 5385
P~0. Box 770504 Eagle River, Ak. 99577
15. Wafer Temperature o [] F [~ C
I
.... ~' 5.7 __: _ _ .- P.O. BOX 770504, EAGLE RIVER, ALASKA 99577
November 7, 1983
WATER FLOW TEST--REPORT _ WT~LL #
S~-~-i- T- 15 N Ol~-G~e~n--~w~y-"~ea~-'No~r~h Peters Creek Exit,
- Chugiak, Ak. .......... - - .....
-.-f-~-~-D~te of test: Nov.
S~l~-v~l: T~O-Tt ·
........... ~ell depth: 407 ft ....
......... After 4 hours of test pumping the recovery was 42
ho~r. The static level remained
....... 0~ storage o£ wa~er in th~ ~ello
Gallons- per
at 100 ftt_ gl_ying 450 gal__l_on~__
/_~ATER WELL RECORD
* 'STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURES
Division of Geolo§icol ~ Geophysicet Surveys
Anch _o,_o:--of-- 15 sO we
'~--~' Old Glenn ~zway an~ ~. re,ers Creek Exit! oF Mr.- Paul Myers
· Well # 2 Add~..: P.O. BOX 351
Chugiak, Ak. 99567
Soil ~d sand
Gravel, sand, silt
~ravei, sand, silt,
6"
s,,
100
": ' '
Mag~uson ~ill~ng AA 5385
~d,,.~.O. BOX 770504 Eagle Rlver, Ak. 99577
P,O, BOX 770504, EAGLE RIVER, ALASKA 99577
WATER FLOW TEST REPORT - WELL # 2
November 7, 1983
Site:
Date of test:
Well depth:
Static level:
T 15 N Old Glenn Hiway near North Peters Creek Exit
1983
Chugiak, Ak.
November 7,
151 ft.
100 ft.
After 4 hours of test
at 132 ft. drawdown
pumping t~ production, was 10 GPM
William R. Magnuson /
HEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
TELEPHONE (907) 562-2343 ANCHORAGE INDUSTRIAL CENTER
5633 B Street
Drinking Water Analysis Report for
Inorganic, Organic, and Radiochemical Contaminants
TO BE COMPLETED BY PUBLIC WATER SUPPLIER
PUBLIC WATER SYSTEM:
I.D. NO.
S & S Enqineerinq
Public Water System Name
SR B 196 X
Address
Eagle River, Alaska 99577
City State Zip Code
Note: Check box to left of contaminants listed below for the
analyses desired.
SAMPLE DESCRIPTION:
Collected By S & $ ~cj'±nee~g'
Hose Bib, Bldc~.~l/L84 S30 T5N R1W SM
Sample Location
Sourc~ Type [] Surface Water
Sample Date ~-~
MO.
[~ Routine Sample
[] Special Purpose Sample
~ Ground Water
Day Year
~ Untreated Water
[] Treated Water
TO BE COMPLETED BY CERTIFIED LABORATORY
CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
Laboralory Name
5633"B'STREET
Address
ANCHORAGE, ALASKA 99502
City State Zip Code
Sample No.
3748
Laboratory Analysis No.
DB"
Station No.
10-21-83
Received by
Date
INORGANICS
Limit Mgll
[] Arsenic
[] Barium
[3 Cadmium
[] Chromium
[] Fluoride.:
[] te~d ! ~:--~
[] Mercury (0.002)<
[] Nitrate -Nitrogen- (10.)
[3 Selenium (0.01)<
[] Silver (0.05)
[] Turbidity (1 NTU)
(0.05) <
(1.)<
(0.010)<
(0,05) <
(2.4) < .... _~
(o.o5)-:- ~ ',
10.01
I0 . 002
'0. O1
0.10
. 0 01
0. 3~
(3. 0 1
C. O1
1
ND Indicates Not Detected
10-31-83
Date Ahalysis Completed
ORGANICS
Limit
[] Endrin (0.0002)
[] Lindane (0.004)
[] Methoxychlor (0.1)
[] Toxaph.ene (0.005)
[] 2, 4-D (0.1)
[] 2,4,5 - TP Silvex (0.01)
RADIOACTIVITY
Limit
[] Gross Alpha (15)
[] Radium 226 & 228 (5)
[] Gross Beta (50)
[] Strontium - 90 (8)
[] Tritium (20,000)
Stephen C.
Signature of Laboratory Supervisor
Mgll
pCi/I
10-31-83
Date reported
- :Az