HomeMy WebLinkAboutEAGLE CREST #1 TR A LT 45 MUNICIPALITY OF ANCHORAGE ;
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
MAILING ADDRESS
77'7 %JO ,~ a ~.,
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
Well I Dwelling PERMIT NO.
DISTANCE TO: Il
Manufacturer Material No. of compartments
Liq. capacity in gallons Width Liquid depth
Well Dwelling PERMIT NO.
DISTANCE TO:
Well = Foundation Nearest lot hne PERMIT NO. ~' - / 0/6. /
DISTANCE TO: Length 1~-[ ~ I ~
No. Ofo,~~O~lines of each~wline Tatar length of lin~ ~ Trench width - -nches~ /~e'~t~en lines
T~ of tile to finish grade Material beneath tile
a or ti area
Length Width Bepth PERMIT NO.
b depth
Driller
; Sewer llne
Well
DISTANCE TO:
Depth
DISTANCE TO: Building foundation
OTHER
PIPE MATERIALS
501L TEST RATING
,NSTALL~ ~
REMARKS
APPROV~:~~~' LEGAL
72-01:3 )Rev. 3/78)
Nearest lot line
D~stance to lot line PERMIT NO.
Septic tanklc.,~/0 (~ Absorption area(s)
· ~ · 825 '~. STREET, AMCHORAGE, AK. ~ .~l I~ .
, , ' 264-4728 ~ ~S4.
O~--S I TE SE~ER UPGRADE PER~ I T / X
APPLICANT RK USA FED. C.U. / ~ 777 JUNEAU 264-28~2
LOCATION 2ND ST. E.R.
LEGAL ' L45 TR R EAGLE CREST LOT SIZE ~7828 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = ~ SOIL RATING
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
DEPTH= ~LO LE[~GTH= 27 GRR~'EL DEPTH=
THE LEMGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRI~FIELD.
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 TREt.~CHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION I~SPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
TIqO ( ;~ > I blSPEI~T I Obis lire REQU I RED
BRCKFILLI~IG Of R~-IY SYSTEM WITHOUT FI~.IAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEl~ R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPEt'IDING
UPON THE TYPE OF PUBLIC WELL.
HINIMUM DISTANCE FROM R PRIVATE WELL TO A PRIVATE SELLER LINE IS 25 FEET AND
TO R COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERMIT EXPIRES DECEMBER
I CERTIFY THAT
l: I RM 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 THE CODES.
~: I UNDERSTAND THAT THE ON-SITE SELLER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS RE.MODELED TO ItICLUD~ MORE THRt'I ~ BEDROOMS.
APPLICANT AK USA FED. C.U. ? F. SMITH
ISSUED BY ........ DATE ...... V4. 0
,.,ej,~.GRE~ER~ ANCHORAGE AREA BOR,..,dGH
~,~ Department of Environmental Quality
~ 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE ~-'-/_~
FROM WELL
INSIDE LENGTH °~ / INSIDE WIDTH
NUMBER OF PITS / . DIAMETER
LINING MATERIAL
MANUFACTURER ATERIAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
IIQUID CAPACITY /C't-~-~ GALLONS.
BUILDING FOUNDATION
ADDITIONAL ABSORPTION
/
/
OR WIDTH --
!
CRIB SIZE: DIAMETER FROM: WELL /~_~,'~?z~ .
TOTAL EFFECTIVE
NEAREST LOT LINE~ ~ ABSORPTION AREA (WALL AREA)
LENGTH'-~°'0, DEJ~TH
e
DEPTH?
WELL=
TYPE
BUILDING
FOUNDATION
CONSTRUCTION DEPTH DISTANCE FROM:
NEAREST ,:~ ~. .EA.EST SEPT,CSEEPAGE /:,,__
LOT LINE . SEWER LINE TANK ~"4/ SYSTEM /'-~'~ ·
CESSPOOL
OTHER SOURCES
APPROVED
DISTANCES:
INSTALLED BY. ~e-f~
PIPE MATERIAL=
LOT SLOPE:
REMARKS:
DISAPPROVED
REMARKS
Form NO. GO-031
PERMIT NO.
'.~UNICIPALIT~ OF ANCHORAGE
DEPRRTMEHT OF HEALTH AND ENYIRONMENTAL PROTECTION
· 2510 E. TUDOR RD., ANCHORAGE, AK. ~507
276-2221
WEll AND
( 76142 )
ON--S I TE SEWER PERM I T
APPLICANT ~R~T KURK~ P 0 BOX i77 - E,R.
LOCATION 2ND & HILLCREST
LEGAL TR R EAGLE CREST SUBD LOT SIZE
TYPE OF SOIL RBSORBTION SYSTEM IS: TRENCH
694-S505
&7820 SQUARE FEET
MAXIMUM NUMBER Of BEDROOMS
SOIL RFlTINQ (SQ FT/BR)= i25
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
DEPTH== :Lb LENGTH= 27 GRAVEL DEPTH= 7
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) Of THE TRENCH OR DRRINFIELD.
THE DEPTH OF R 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.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH Of GRAVEL BETWEEN THE OUTFRLL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
REQUIRED SEPTIC TANK SIZE= iO~O GALLONS
BACKFILLING Of ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR R PRIVATE WELL OR 280 FEET FOR R PUBLIC WELL
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DRYS
OF THE WELL COMPLETION.
SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER
INSTALLATION.
PERM I T VRL I D FOR ONE ~'~ERR FROM ISSUE
I CERTIFY THAT
i: IRM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODE~.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS R~O I N~D~N 3 BEDROOMS.
RPPL I CANT WAL'[/~'Ui~R
Performed For
Leaal
This
~escrintion: Lot ~Block
Korm Renorts Soils Loq
Oate Performed ~-/-7~
Percolation Test
Deoth
Feet
Soil Characteristics
2
3
4
5
9--
10-
Was ~round Water Encountered?
I¢ Yes, At what Depth?
I I I I I "' '
Readinq Date Grnss Time Net Time Depth to H20 Net Dron'
I
Percolation Rate Ulnute
ProPosed Installation: Seeoaee Pit Drain Field
Deeth of In.~}et . Deoth To Bottom.Of Pit Or Trench
Test Performed By f/~ i~RI/~ Data Certified BY: ~T~-
/
Date:
M
.:[~- :' DRILLING, Inc .... :" ENV;RONMENTAL PROTiCIION
P.O:Box 4-1224 · I310C International Airport Road
~ (907) 274.4611
'A.C.O.AGE. A,_~S,~ 99509 JUN ! "/1976
Well Owner
",,.,LL,.O LOGREC EIV ED
Wait Kurlc~ .use of Well po~:
Location (address of: Townsh!p, Range, Section, 'if known; or distance main road
L45, Tract A, Eagle cre-;t ?,ubdiv. ~,-. pi{~c,r ,
Size of casing r G~ ' ' Depth of Hole' 276 feet ~as~dto TTK ' fee¥
Static water level ~ ft. X ~a~v~) (below) land 'surface. Finish of well (c~eck one) 'open end ( .?
Screen ( ); Perforated (h. ).
'" ' ~ '" None
Describe screen or perforation ~' '"
' Well pumping test at ~ "'gall~'~ (1}our)
of drawdown from static level. <. -.
Date of completion 1/. ,M~w 7,¢,
Depth in feet from
ground surface.
(minute) for
~" TO. 2 ..'
~ ' TO. 5
c .TO.
':'O .TO. SO
. 59 .TO. 1OO
109 .TO
? 5D .TO
? 7a __TO 27
TO
'TO
TO
TO
/ hou. With\ /r,~ % <
WELL LOG
Give details of formations penetrated, Mze of materiah co~or~ana hardness
Ca s i nc., .qrxclcup /
TO
Cobblo~ Grave, 1: ~,and,V ' -'- ',' '7
gmr, ll Grnvol: n~.l.t,,
· NW'~VA C,;rt'ifie:l Con,"ractor
C:.,r::;,_,;t) '.',N ill & 973
);
2 -- STATE
'~>..cL;',~fl°n.f(addr~S of: Tow~P~ ~ge, Secflon,"H ~o~; 0r d~tance'ma~ roa~ . ~' * ' * ': ~'
.... S~e of c~ ~'i,o' * ~nDeptH 0f Ho~,~' -~-/o . feet C~ed to ~ ~ feet .:
· Static·water leve~t. ~ (~)'L !lbelo~l lad surface.,~in~h of we~.(check one) ~op~n end (% ~ ) i ~
-:/. Describe screener perforation ~ ..... ~-,:
': :.;,7 :of.~awdo~ fro~ s~tic iegel~ ~:~!'{ ~..' · , ..,- './-' . ~ ~,.-~ ~':/ ... i '-" :=. ' , '
. Z~o~a su~ac~,~ -.,, · ~ SGtve deta~ or formatrons penetrated, ~z~ ?~tenal, color~ana nar~e~ 3 ,:-~,
'~..,',, ~O - ~TO ...'~u '.' .., ~ ~i.~v~i~" ~l~ f } ~ ." ~ ' ....... ' '' ~. '
TO' 270
.j
TO-
· TO '
TO
· TO'
TO
TO
2-- -~TATIr "
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
· Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
~L~-~ HAA#
1. GENERAL INFORMATION
Complete legal description
Location '(site addi'ess or directions)
Pr0Per{~ owner C/~z~ A. chmJ~_~owi~.~
Day phone &94-8~19
Mai'ling address
Lending agency '."'/'
Mailin~'~ddress -.'~ '~'
Agent
1941~ SeconE S~ee~. E~g~ RZue.~., A,~6/z~ 99571
Day phone
Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
NOTE:
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OFWASTEWATER DISPOSAL:
NOTE:
Individual on-site ......
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
e
STATEMENT OF INSPECTION BY ENGINEER
As certified bY my seal affixed hereto a~d as of the validation date shown below, I verify that my
investigation of this Health Authority ApProval application 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
Address
Engineer's signature
6. 'DHHS SIGNATURE
'~' ' Approved for
5 z. s ENGINEERING -
17034 Eagle Rivet' L~p Road
bedrooms.
.Disapproved.'
Conditional approval for
Phone
bedrooms, with the following stipulations:
-' AdditiOnal Comments'
By: / ~
Date .~-/2 - ~0 2.
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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.
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: ~.-,~'",..["~'Jl~' ~.4~:~ Parcel I.D.
A. WELL DATA
Well type
Log present (~YN)
Total depth ~-'3 L~ '
Sanitary seal ~/N)
IfA, B, or C, attach ADEC letter.
Date completed
Cased to
FROM WELL LOG
Date of test
Static water lever ~-.~r~'
Well flow ' ~,. O
Pump level '
SEPARATION DISTANCES FROM WELL TO:
ADEC water system number
~"' "//-' Driller
'2--~ S' ~ Casing height
Wires properly protected ~N) ~
g.p.m.
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer service line
WATER SAMPLE RESULTS:
Coliform O c~"'/l~{) r~ l-. Nitrate
I~ate of sample: ~df.'] ..~ ~ / ~ _ ~ .. ? 7.- Collected by:
; On adjacent lots
I o,'3t¥
; On adjacent lots
Public sewer manhole/cleanout
· Petroleum tank
~,~,
Other bacteria ~ ~ A~-
$ & S ENGINEERING
17034 Eagle River Loop Road No. 204
Eegle River, Alaska 99577
Compartments,
Depression (Y~)
B. SEPTIC/HOLDING TANK DATA
Date Installed ~ ~.-~./~Tank size
Cleanouts~N)' i ~/ Foundation cleanout (Y~
High wa!er alarm (Y~ ' I ~
, Alarm tested (Y/N)
Date of pumping . . z~..~"1 ~ ~- Pumper
SEPARATIC~N DIsTANcES FROM'SEPTIC/HOLDING TANK TO:
Well(s) on 10t '" ~'~'~ On adjacent lots
'To propertyline
Surface water/drainage
· Absorption field
Foundation
· q,o t ~- Water main/service line
lc>
724)26 (Rev. 7/91) From CONTINUED ON BACK PAGE
C. LIFT STATION *** ,
Date installed ' Manufacturer
· ' ~ ~' ' ' Manh~l~/Access (Y/N')
Size in gallons
Vent (Y/N) "Pump on" level at ,i ' ' ~ i ~t
Meets MOA electrical codes (Y/N) .... ~,
~ 'J" ,, Onadjacent~l(~,tS
D. ABSORPTION FIELD DATA
Date installed ~1~ -{5 i '
Length ''<' '7"'~" Width '~ ~.-~
'l~t~l ab~rptio~"area
Depression ov~r field ~Y~
Result~fail) Pp,~ 5
~er0xide treatment (past 12 months) (Y~
Surface water
Soil rating t ")-'~" &/1~. System type "1'"~..~,.
Gravel thickness -~'l Total depth I O t
Cleanouts present {~'N)
' Date of adeq,u, acy test ~ o -~ .c/7.-
for '"~ ~-~-r--~ ~ "'5'~ bedrooms
V-.~ o~ ,..[ If yes, give date ~J~"
Surface water
dr-i-an ~
Curtain
SEPARATION DISTANCE FROM ABSORPTION FiEI~D
Wellonlot ~c, ~ ~ On adjacent lots
To building fou 'n~at~on '~.o t
On adjacent lots
E, ENGIN EER'S'~ERT~FIcATIoN
Cutbank
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on inspection.
· ,_ , $&$ENGINEERING
Signature 17034 Eagle River loop
Eagle River, Alaska
Engineer's Name·
Prope.rty line
To/~l~isting or abandoned system on lot ~ ~--
.. /~r Water main/service line I c~
Driveway, par!ing/vehicle storage area ~" ~ ~
"AA Fee $ I "~0
Date of Payment
Receipt Number
72-~6 (R~. ~) ~k MOA 21
!on the date of this
OFt.
Waiver Fee: $ ~~
Data'of Payment ~ -- ~ ~-~ ~
Receipt Number ~ ~ ~ I ~
LEGAl. EAGLE CREST SUBDIVISION. TRACT A, LOT 45
DRAWN I.. S. ULSHER R.J.S. 4./12/92
SHT. I of I
WELL
' WELL RADIUS
LOT 46
HOUSE: //~
/
A/E SUPPLIES t50208
!
!
I00'
~ '~'~,,. VACAN T2
/~ LOT 45 ~"~
~ /
~ /
/
/
/ ,7..
/ / /
/
-7- /
/ /
/ /
/
?
?
· LOT 55
LOT56
SHAF£R
17034 Eagle River Loop Road
Eagle River, Alaska 9957?
** ~IELL FLO/~ 1EST I~^TA StIEET **
LOCATIO. OF WELL,Legal Description):
WELL DEPTH: ~.'~ I~, i FT. CASING: ~.."7 ~" I FT.
DATE DRILLING COMPLETED: ~".~ ~'] L~ DRILLER:
STATIC WATER LEVEL (Top of Csslng): '~"~'1 q FT.
ROBERTA.$HAFER
CIVILENGINEE~
694 2979
DATE OF 'rEST: _ ~ .-"1 ,,O~ ?.._
SCREEN: "--"
DA'rE:
ELAPSEO TIME SINCE DEPTH TO IAWDOWNI PUMPINO
CLOCK PUMPING STARTED! WATER, FT. RECOVERY RATE, OPM
TIME STOPPED, MIN.
REMARKS
0
1
10
15
~0
35
40
45
.5O
60(1 hour)
90
120 (2 hours)
150
180 (3 hours)
2t3
240 (4 hours)
RECOVERY
Comments:
0
5
10
15
20
25
3O
35
Row Is not Ouar. nteed
Subsequent Variations
Can OcCur.
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO.
5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343
FAX: (907) 561-5301
Client Mane .*3 i 3 I~IJ~ERI)~
Client Ac¢t .*$#SE]GP
!POI =
~eq! :
OEdere~ By :
~0! :~O~l REC!ITED
to:
[araMteE Results Units Jbthod lllovable Limits
IO~TI~ ~AMPLE COLLECTED BT.* MU.
Tests ?eEfoTMd ' ~eo ~pectal l~tz~tto~ Above Ul-U~vatlable
Io~ ~tected '* ~ee ~le Re~rkf i~To
~,~ SGS Member of the SG$ Group (Soci~t~ G~n~ra,e de Surveilla.ce)
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAl- TESTING & ENGINEERING CO.
5633 8 STREET ANCHORAGE, ALASK.~ 99,518 TELEPHONE (907) ~,62-2343 FAX: (90~ ~1-~01
illLllIl Il;IS lo~ INYOICl I 52832
~1y15! C~.tl~ ~ ~t~ 15 92
~liUTti U~tl Method
~le I~tll~ 3L~2LI COLLlCTID IT: [.3.3.
May 6, 1992
RECEIVED
I' AY 7
Municipality of Anchorage
Dept, Health & Human Services
We, Dan Siegel and Jill Siegel, the owners of Lot 46, Tract A
Eagle Crest Addition #1, have no objections as long as there
are no future incurring cost due to the proximity of the
leach field k~ing located just 88 feet ~x~tween neighboring Lot
45, Tract A, Eagle Crest ~ddition #1, leach field and ~5' well.
Dan Siegel
Jil~ Siegel
A unicipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. BOX 196650 Anchorage, Alaska 99519-6650
343-4744
May 12, 1992
Roger Shafer, P. E.
S & S Engineering
17034 Eagle River Loop Road
Suite 204
Eagle River, Alaska 99577
Subject: Waiver Request for Lot 45 Tract A Eagle Crest Subdivision
Waiver Request ~WR920019, PID ~050-304-06, HA920247
Dear Mr. Shafer:
Your request for waiver of the required 100 foot horizontal
separation of a septic system to a private well has been approved.
The approved separation distances are: well to the septic tank
on property 81 feet; leachfield on property to the well located
on Lot 46,88 feet; and the leachfield on property to the west
property line 1 foot.
This waiver(s) approval applies to the existing septic system to
well separation only. Any future upgrade to either will
require all separation distances be met or another approval
from this department.
Sincerely,
Daniel J. Roth
Civil Engineer
On-site Services
Concur: ~
~~;a~;Er· '
On-site Services
ljm:%6
T_~_ E~' (./=[ .
,i
1__~_.__2.
ih__
i!_6_~_~'_T-
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
Ap~l 16, 1992
CIVIL ENGINEERS
(907) 694.2979
FAX 694-1211
Mu~pa~ of Anchora~
DEPARTMEI~T OF HEALTH ~ HUMAN SER[IZCE$
825 L
P.0. Box 196650
An~or~ge, ~ 99519-6650
REFERENCE.. Lot
I. Th~ 6~on ~6~nc~ b~en ~e w~ and 4epic ~nk on
approximately 1
For the fo,~t, ow, L~g rea6o~ we feel the req~e6ted 6epara~lon dZ6.t,~nce
e~cou~tered whi~e drit~Lng. These 4oll l~yer~ co~i~t of
grauel6, ~ll~ and "hare p~n". The l~yer6 with finer
and ~itt wou~d detou~ (a~d filter) the ~Lgra~lon of
Ce
~o~ o, ~, ~e ~ o~ ~ 9 ~. ~op ~ ~e ~c ~
leu~. T~ m~ thee ~ ~e hydra~c g~e~
by ~e of ~e ~. Th~e{oce, ~e o~ the ~ ~o~d ~t ~
The hoa6e Z6 located b~een the aeptZc t~nk and the w~ll on
~e re{~enc~ p~op~tF. The ~ on the adjac~ Lot 46 ~
~ld~ab~y f~h~ up~ t~n ~e ~ep~c. Th~efo~e, Zn ~e
eu~ th~ 6ep~ 6y6t~ eu~ OUtflOWS, ~ ~ff~ ~0~
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
, -' , ' 'BERT. OF II::,\~1 & MUNICIPALITY OF ANCIIOItAGE
· )..J~JIRONMENTAL J~,.~OTL~tEN [ Or IIEALTII F, ENVIRONMENTAl. I'flOTECTION
"'~ ~' ~", ~ '~ 1980 ' , ,
' ~ ' Telephone 264-4720
REQUEST FOR APPROVAL OF INDIVIDUAL~NATER AND SEWER
J PHONE
1. PROPI:RTY OVgNER
Alaska U.S.A. Federal Credit Union
264-2812
MAILING AD~H~$S
777 Juneau~ Anchora~e~ Al( 99504
2~d St., EagIe Eiver
2, UUYER
Unknown at present ,..... .'. .- -*
Alaska U.S.A. Federal Credit Union
777 Juneau, Anchorage, Al( 99504
264 -2812
Virginia Kohfield - AREA, Inc. Realtors,
Eagle River
694-9555
P.O. Box 249, Eagle River, AK 99577
LEGAL DESCnlPTION
Eagle Crest Tract A Lot 45
TREET LOCATION
2nd Street
TYPE OF I~E$1DENCE r'~ One ~ Four
~ SINGLE FAMILY ~ Two ~ Five
~ MULTIPLE FAMILY ~} ~ I,-:e ~ Six
Other
7. WAT£R SUPPLY
[] INDIVIDUAL·
COMMUNITY
r-I PUBLIC UTI LITY
· ATTACH WELL LOG. A well h)q is required for all wells drilled
SinCe June 1075. For wells ilflllrd I, iot tO that date. g;ve well
(IPI)th (.att.lilt Ioq ~f av,t,l.d)le.)
''1, ind,vicl,,.,lfo,,-sile, q,v., ,,,stall,,lio,,clate~' ~
SEWAGE DISPOSAL SYSTEM
J~ INDIVIOUAL/ON-SIT£'* If Sy$1em i~. Ov,'t two (2) yea~s old m~ adequacy test i$ required
~ PUBLIC UTILITY I)V Ih;s Oeparlm,:HI.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH IIEOU[ST 8[FORE PROCESSING CAN DE INITIATED.
*Contact agent to accompany inspection,
Card attached - ' ~ .
JtS.BUILT
'Iq[unicipality
ANCHORAGE, ALASKA 99501
D[PARTMENT OF tlEALTH AND ENVIRONMENTAL PROTECTION
July 17, 1980
Alaska U.S.A. Federal Credit Union
777 Juneau Street
Anchorage, Alaska 99501
Subject: Lot 45 Tract A Eagle Crest Subdivision
Approval for the individual sewer and water facilities
cannot be granted until the following items have been
completed:
(1) The water analysis report be delivered to this
--departm~nt from Chem Lab, 5633 B Street, for
our revlew~
(2) The top of the well casing sealed with a sanitary
seal so that it is water tight.
(3)
Locate and expose the standpipe to the leaching area
for our inspection. This is to insure the minimum
distance requirements are met between the well and
sewer system.
Please notify this department for a reinspection when the
noted descrepancies have been corrected. Also, be advised
we are unable to approve the sewer and water facilities
until all reports and inspections are completed and submitted
to this department for review. If there are any further
questions, please call this department at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc:
Virginia Kohfield
% Area, Inc. Realtors
Post Office Box 249 99577
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 2644111
September 24, 1980
Alaska U.S.A. Federal Credit Union
777 Juneau Street
Anchorage, Alaska 99501
Subject: Lot 45 Tract A Eagle Crest Subdivision
The sewer system on the subject property was backfilled
:with sand instead of the.required ~" to 2%" screened
rock.
Therefore, before we may approve the request, the existing
trench will need to be re-excavated thirty(30)feet and
backfilled with seven(7) feet of screened rock.
Prior to the work, to be done, a permit will need to be
issued by this department.
If there are any further questions, please call this
department at 264-4720.
Sincerely, ) ~'-
" "" ' I C '1/I.
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Virginia Kohfield % Area Realtors
Post Office Box 249 99577