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HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 3V LT 1AP-abbl*t'Creek
View &Heights
Block 3V
Lot 1 A
#020-511-20
�-Municipality of Anchorage
Ar
Department of Health and Human Services dhh5
Tom Fink, 825 "L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 12, 1992
James R. Wingerd
15900 Francesca Drive
Anchorage, Alaska 99518
Subject: Lot 1 Block 3 Rabbit Creek View Subdivision
Permit #SW910235, PID #020-032-04
The subject permit, issued August 12, 1991 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 12, 1992.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as -built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $200.00 for an
on-site wastewater permit; $75.00 for a well permit and
$275.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sinc ely,
Robert W. Robinson
Acting Program Manager
On-site Services
cc: Copy of Permit
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW910235 DATE ISSUED: 8/12/91
DESIGN ENGINEER:S & S ENGINEERS EXPIRATION DATE: 8/12/92
OWNER NAME:WINGERD JAMES ROY
OWNER ADDRESS:15900 FRANCESCA DR
ANCHORAGE, ALASKA 99518
PARCEL ID:02003204
LEGAL DESCRIPTION: RABBIT CREEK VIEW BLK 3 LT
1
LOT SIZE: 69124 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:
ISSUED BY : 4"," C."'Z&
DATE:
DATE : l ��
M
August 5, 1991
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
CIVIL ENGINEERS
(907) 694.2979
FAX 694.1211
HEALTH AUTHORITY
APPROVALS
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
SEWER &WATER
825 L Street
MAIN EXTENSIONS
Anchorage, Alaska 99501
REFERENCE: Lot l; Block 3
Rabbit Creek View Subdivision
SEWER & WATER
INSPECTION
We request you issue a permit to upgrade the septic system located
on the referenced property.
ENGINEERING STUDIES
There is no documentation on the existing leachfield and it is
AND REPORTS
suspected to be encroaching groundwater. The existing septic tanks
encroach on the 100' protective well radius.
Groundwater monitoring within the test hole found water at 6' below
WELLINSPE TION
the ground surface. However, the area is known for fluctuating
high groundwater levels so we've proposed a bed type leachfield
to be constructed at ground level. Since the test hole was excavated
on the high portion of the lot, we do not anticipate groundwater
levels to rise within 4' of the ground surface.
SITE PLANS
The property is surrounded on three sides by roadway and a creek.
The fourth side is adjacent to a developed lot with a holding tank.
We do not anticipate any adverse effect on neighboring properties
ROAD DESIGN
by installation of the proposed upgrade.
If you have any questions, or require additional information for
your review, please contact us.
S01 L TEST
Sincerely,
PERCOLATION
TEST
ROGER J. SH ER, P.E.
RJS/ztc
STRUCTURAL&
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
�1�
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75
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• Municipality of Anchoragesol
DEPARTMENT OF HEALTH & HUMAN SERVICES: o o e
825 "L" Street, Anchorage, Alaska 99502-0650 '
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:J Vl� '
DATE PERFORMED: Q�`--q ,
LEGAL DESCRIPTION: L-
D PTH
F E�i1_
1 �
2
` ,0.
3 ^
10-
11
12
13-
14-
75-
16-
17
314151617
18
19
20
COMMENTS
Township, Range, Section:
i��
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SLOPE
S
t L
L O
P
E
Depth to Water After i
Monitoring? (o Dater^2q
SITE PLAN
Reading
Date Gross
Time
Net
Time
4
Net
Drop
5
28 -all 2 :
-;,' -�
Z
Z=iia
r-tsrs,
6
Q,
7
f7
4 +
l
2` v
8
U�!
9
10-
11
12
13-
14-
75-
16-
17
314151617
18
19
20
COMMENTS
Township, Range, Section:
i��
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SLOPE
S
t L
L O
P
E
Depth to Water After i
Monitoring? (o Dater^2q
SITE PLAN
Reading
Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
l
28 -all 2 :
-;,' -�
Z
Z=iia
r-tsrs,
�5�
Q,
u
4 +
l
2` v
kLP
H
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 2— FT AND -�5 FT
PERFORMED BY:- 17034 River Loop Road No 94 CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH�ALL� IATE'ANID MUNIIC�� GUIDELINES IN EFFECT ON'THIS DATE. DATE: —i
72-008
('
72-008 (Rev. 4/85)
,'ZUNICIPALITY OF ANCHORAGE,
Hea h and Environmental Prote on
y'. Fourth Floor West
825 L Street
Anchorage, Alaska 99501
279-2511, x 224, 225
,QNSPECTION REPORT ON -SME SMACE DISPOSAL SYSTEM
NAME- -- --- MAILING ADDRESS V©'en� 1 —_ PHONE J
LOCATION LEGAL DESCRIPTION
SEPTIC TANK: �
DISTANCE aJ NUMBER OF
FROM WLLL _ _ MANIUFACTURER - MATERIAL, _ _ COMPARTMENTS _72—
INSIDE
2-
INSIDE LENGTH _ INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY%140 GALLONS.
TILE DRAM FIELD:
TOTAL LENGTH
DISTANCE FROM WELL FOUNDATION_ -NEAREST LOT LINE-_-_ —.OF LINE
# of Lines _ — DISTANCE BETWEEN LINES TRENCH WIDTH—_ IN. TOTAL EFFECTIVE
ABSORI T;ON AREA SQ. FT. LENGTH OF EACH LINE
DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE
SEE PAGE. PIT:
IN. ABOVE TILE IN.
Dii-(METER OR WIDTH--, LENGTH—, DEPTH _
Log Crib Rings Crib Size:. DIAMETER --_DEPTH DISTANCE FROM: WELL
TOTAL EFFECTIVE
BUILDING FOUNDATION - , NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT.
Well
Class: Depth:
Well Distance To: Lot Line
Bldg: Sewer Line:
Pipe Materials:
# of Bedrooms:
Installer:
Remarks:
--t-
I
,
}
►
f 4
l
- ,--�
DATE!�i1_-��`�1APPR0VED
/ -
` ��A P-4 :1 K:1 3'. 91- i L_ 1: _i, C3 F"_ 600 P-4 c:: 1-1. W., FA k -EE:
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 'L' STREET, ANCHORAGE, HK. 99501
` 279-2511
win 01_15 X 0- EEE 0; IE: 1,11 EE FR Li F-4 t2i FT! 9=1 1:1 1=1: F=%: FT! 14 1 0-
PERMIT NO. ( 77773 )
u��
//^����nm_
o/
HPPLICHNTPO BOX 4-651 344-0164
--------
LOCHTlON FRHNCESCH
LEGHL LI B ] RHBBITT CREEK S/D LOT SIZE 75000 SQUARE FEET
TYPE OF SOIL HBSORBTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 150
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
ill kh: 11-121 CD C3FTF4%&EHL. fS.'
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H 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 GRHYEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEE
11.31.11_�-?! EE [> 15 EE FD"T X t3 1- F=1 04o� 1S; 1., F1 I_ IC'.'u��
v1
��'
v � \`�
1=1 -Y- 1 (3 r-4(_________
l PACKAGE PLANT MAY BE INSTALLED AT THE PERMITTEE'S OPTION SUBJECT TO THE
"OLLOWING CONDITIONS:
1. EITHER H CLASS I OR 11 NSF APPROVED PLANT MAY BE INSTALLED.
2. H CONTINUOUS MAINTENANCE AGREEMENT IS REQUIRED. IF H MHINTENHNCE
AGREEMENT IS NOT KEPT CURRENT YOU MAY BE REQUIRED TO ENLARGE THE SOIL
ABSORPTION SYSTEM HND/OR YOU MAY BE SUBJECT TO PROSECUTION.
0.1 - 1 C9 r A F4 Fly EIK FT! IET IT -0 :1 9 f-
:HCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
'EPHRTMENT WILL BE SUBJECT TO PROSECUTION.
iINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM
.00 FEET FOR H PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL
/THER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS
|YHILHBLE TO INSURE PROPER INSTALLATION.
�1-1 FE" :K IT! EE25 ��(_2 F=z HAI j= E: Fe 1.^ k -����
ARE
CERTIFY THAT
� I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
ORTH BY THE MUNICIPALITY OF ANCHORAGE.
� I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
I UNDERSTAND THAT THE SYSTEM MAY REQUIRE ENLARGEMENT IF THE
ESIoEmcE / MORE THAN 4 BEDROOMS.
_______________
H T/
SSUED BY /
-��~_..���____________DHTE_______________ YI0
7 0
a �
8 u
o
9
r,
10 0
C)
11 a d
12 V
0 0
13
14-
15-
16-
17
4151617
18
19
20
z ` V3 -q` c- A S="ti '�
C-
--)- LS-)
a
WAS GROUND WATER S i I i
ENCOUNTERED? j L'
;
O' j
j i I I
IF YES, AT WHAT E
DEPTH?
®®®®
SOILS LOG
/
�•
i' •
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
Pouch 6-550, Anchorage, Alaska 99602 276-2221 TEST
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
Ea r ! e J, R (-j !J DATE PERFORMED: / C.1 1 G ! 197 7
LEGAL DESCRIPTION:
O t / S ` d C ) P -q L L ! I Cr -e ' ` V I e k.0 �S-ld�('�! VISI on
1
DEPTH
C l
M 1
SLOPE
SITE
PLAN
MIM
n
3
4-
.. C,
, -
�-
St �S�3 wti
--
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j
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5
6
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7 0
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8 u
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9
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10 0
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11 a d
12 V
0 0
13
14-
15-
16-
17
4151617
18
19
20
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C-
--)- LS-)
a
WAS GROUND WATER S i I i
ENCOUNTERED? j L'
;
O' j
j i I I
IF YES, AT WHAT E
DEPTH?
®®®®
DepthWater
i..
MIM
n
riE MM,. A C4 0 VUR R TJ11'7 - w,. -w R—A- MR, 6-I'ver�wT.W1
PERCOLATION RAT C� - mi nch -
TEST RUN BETWEEN FT AND FT
COMMENTS _0 1 S rc- S}} )C'C ""2 P� C�' IrQ t "� I C' I�
C' V r- C - CC I/ Q U-; i l ( rC' kC*'C"
PERFORMED BY: � 'EY\1t'14 - l^'YC�u E / �SCt L 11C. CERTIFIED BY:`- \ \ DATE: 7-
72-008 (7/76)
;I2EATER ANCHORACE AREA BOROUGH
. , HEALTH DEPARTMENT CASE. {J
K 327 EAGLE STREET
F ANCHORAGE, ALASKA 99501
Performed For L � C@ 1 � e Date Performed � � -- c� I (7)
Legal Description: L t f 31ock '3 . Subdivision 1�ct bj1 �'r-c -- V / r 4,
This Form Reports a: Soils Lop k .Percolation Test
Depth
R Feet
sy
�?/�
4 --/
Soil Characteristics
0 -sQYL I C'S- (P+)
c(QC:0.d okrl�+ Con,
3t 1•f, Hole pitie•a
Soy t i S eiaS3iP',C�Y
a S �l
Location Sketch
Was Ground Water Encountered?
If Yes, At What Depth
Reading Date Gross Time
Proposed Installat— io '"'Seepage Pit
Oepth Of Inlet
U �M S . ;)esti
.,Ot . +ENT•, . � �, 1
�,ctc� c� e��c
l�Lr�Ti■rii
Net Time Depth To H2O � ----�
Net Drop
Drain Field
It Or Trench
L. COUSULTAJTS
Data Certified By:-, C7�'Tfja`
Date: '�'�'�'"`-'��
h
�diP Tffis dSv,a
-August 24, 1977
P -mf ao Mlortgage
705 'West 6t -h iAvenue
Anchorage, Alaska 0,9501
Subject: Lot 1 Block 3 Rabitt Creek View Subdivision
lfhe subject :Oroparty wast have an approved septic tank
installed yjrior to the existinq tank.
The installation will consist of a 1,250 gallon tank ai-W
an installatiOn POrMit frM this department is required.
Other facets of the water and sower facilities are
satisfactory.
If there are any further questioAns, please contact this
office at 279-2511, extension 224 or 225.
Sincerely,
Les N. Buchholz , R. S
Sanitarian
- Pz,
/1 i h
Earl Ruby
P.O. Box 4-651
Anchorage, Alaska 99509
Subject: Adequacy Test on Existing Septic System, Lot 1, Block 3,
Rabbit Creek View Subdivision
Dear Mr. Ruby:
On August 18, 1977, at your request, we conducted a test of the septic
system on the above described property.
During the test, the liquid level in the septic tank was measured as
water was added to the system through the standpipe. All measurements
were taken from the top of the standpipe.
Summary Of Measurements
Level of Liquid Meter Reading
Time Below Top of Standpipe in Gallons
1:50 4.65' 6327.8
3:15 4.4' 6592.8
3:35 4.4' 6592.8
The meter used during the test was a Rockwell 5/8" standard water meter,
which had previously been calibrated by R & M Consultants, Inc.
If it is assumed that the existing four bedroom residence on the lot
will house eight people, the average load on the disposal system can be
expected to be 600 gallons per day or 0.42 gallons per minute.
During the test, the system accepted 265 gallons in 85 minutes, or
3.1 gallons per minute, with only a slight rise in liquid level in the
septic tank.
It appears that the system is disposing of effluent at a rate which is
adequate for a 4 - bedroom house.
ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA
n
` i
p
� P
We appreciate this opportunity to be of service to you. Please contact
us if you have any questions concerning this letter or if we can be of
additional service.
Very truly yours,
R & M CONSULTANTS, INC.
Ste an Hoa
Staff t; ie
SH:JMB/rds
Jim McCaslin Brown, PhD
Head, Earth Science Dept.
August 3, 1977
David Ruby
Post Office Box 4-651
Anchorage, Alaska 99509
Subject.* Lot 1 Block 3 Rabbit Creek V&m# Subdivision
Due to the daylight basement elevation and high ground
water table, this department will only approve a holding
tank for the subjectpproperty.
The lot is now served by an existing illegal septic system,
which must be abandoned. //V/,/ �,q
A 2,000 gallon holding tank must be installed and a permit
is required from this office. There is a possibility the
existing septic tank could be converted to a holding tank,
however, the capacity must be determined by pumping, repairs
v m
ade to the tank lid and the outlet sealed off. A portion
0,17 the outlet pipe must also be removed if the conversion
is derived feasible.
If there
here are any further questions, please contact this
office. at 279-2511, extension 224 or 225.
Sincere..'y,
Les N. Buchholz, R.S.
Sanitarian
CC -
�Y31UN I C I RAL I T Y OF ANC:HORAOin
'E=F Ai `I'MEN ;i- HEALTH AND ENVIRONMENTi, FROTEC TION
825 L Street, i=nic11-lor_age, A_t.aska. 99501
279-2.511, e<at. 224 or 225
Date Received: August 1, 1977
3:30 p.m. #2: T:i"me 3 a T:i.ine
I)ate 8-2-77--luesday Dia t D, A t ,
Insp Buchholz ITnsp _r,i�,r?
_
,,,,=jES _ POR P-11--.RO'UAL OF 1I4DlVI1]T_JAL S r ,?F;R tLVTD WATER t'I-+C1; L_'1 T I3:�
_e 1 ending Tnst"L tion Request.
Mai.a_:'s_nc, Addrss
P lion e
2E P.roiler' y Owner- David M. RubyFr orle ., 344-0164
Ma.-IIJ-nc; Address-. Post Office Box 4-6519950.9y____---_------
3= Legal Description: Lot 1 Block 3 Rabbit Creek View Subdivision
4: S...ngle Fam.-;_ly Residence- . ixxi Number of Four
M it ti_ ale Faln -.i_y 7\esr dence -of.-I..)edrooms o
5. Well SYS eii-Ig Tndiv«Fual Well 6cxi Comimznity/Puhlic System ( )
Per -mit Depth of Well _63well Loci on File
C olistrtac - i.on _ I _ _ Bac Ler ir_il Ar.aly_;is
6, Sewage Disposal System. On-site System (x) Public J"�_ili t:y ( 1
See attached perc test from R & M
I' errs i '. ;I1,1 s ta 1 ed _ 1972
T n s t a =i_ i e r
Sc pt-ic Tank Size Manufacturer
Absorption Area �`f ��� �' t Material
Distances: ti ;F�ll to Septic Tank to Absorption Area
to Sewer Linc N`,; rest, Lot line Absorption Area
I -o Nearest :mac}t: 7:, i. e
/0' -
)tqe_�
_�
Departrnent of Health and Environ -mental Protection
Request for Approval of Inui-vi.dual Seger and [Nater Fac-.7.:i.t.ies
an gal Descri pl'on K Lot 1 Block 3 Rabbit Creek View Subdivision
corms-ic its
Aff«davit it t -ached o ( i Letter Attached: ( )
Approved: k
Disapproved.
WC-rk..:3ht" nt s
Date:
Date.
5
-_
R MUNICIPALITY OF ANC
NORAG
Department of Health and Environmental Protec i,ori
S
\ 825 L Street, Anchorage, Alaska 99501
279--2511, ext. 224, 225
equest for. Approval of Individual Sewer and Water; F acil,'t,i.s
1. Property Owner:�
Mailing Address: Phone:
2. Name of Buyer:
Mailing Address: Phone:
3. Lending Institution:
Mailing Address: Phone:
4. Realtor/Agent:
Mailing Address: �_� Phone:
5. Legal Description:
Street Location:
6. Single Family Residence: ( Number of Bedrooms:
Multiple Family Residence: ( ) Number of Bedrooms:
7. Water Supply: *Individual Well Q() Public/Community System ( )
If Individual Well, well depth
If Community System, name of. system
8, Sewage Disposal System: On-site System Public System ( )
If On-site System, date of installation: 42 Z
*NOTE: A well log is required on ALL wells drilled since 6/75.
3/77
R&M CONSULTANTS, INC
ENGINEERS
GEOLOGISTS
PLANNERS
SURVEYORS
July 30, 1977
5024 CORDOVA B BOX 6087 ■ ANCHORAGE, ALASKA 99502 ■ PH. 907-279-0483 6 TLX. 090-25360
Earl Ruby
P.O. Box 4-651
Anchorage, Alaska 99509
R&M No. 751521
Subject: Flow Test on existing Septic System, Lot 1, Block 3,
Rabbit Creek View Subdivision
Dear Mr. Ruby;
On July 28, at your request, we conducted a percolation test of the
septic system on the above described lot.
For the test, 300 gallons of water were added to the system through the
septic tank standpipe over a 50 -minute time period. The following table
represents the level of liquid in the tank. All measurements were taken
from the top to the standpipe.
SUMMARY OF MEASUREMENTS
Time Level of Liquid Meter Reading
In Septic Tank in Gallons
10:50 3.6' 5769.3
11:01 3.5' 5794.3
11:45 3.5' 6069.3
The meter used during the test was a Rockwell 5/8" standard water meter,
which had previously been calibrated by R & M Consultants, Inc.
If it is assumed that the existing four bedroom residence on the lot
will house eight people, the average load on the disposal system can be
expected to be 600 gallons per day or 0.42 gallons per minute.
During the test, the system accepted 300 gallons in 50 minutes or 6
gallons per minute with only a slight initial rise in liquid level in
the tank. In a normal test situation, it would appear that the system
is performing in an acceptable manner.
Prior to the test, the leach field in question had been excavated and
the open pit created during excavation had filled with liquid to a depth
of 2.5' below the ground surface. During the test, the water level rose
approximately 4 inches in the pit as water was added to the system, thus
showing that the effluent from the septic tank was not percolating into
the surrounding soil at the rate at which it was introduced.
ANCHORAGE FAIRBANKS JUNEAU VALDEZ WASILLA
July 30, 1977
Earl Ruby
Page -2-
Since the leach field was not operating in its normal manner, we are
unable to conclude that the system will perform acceptably for a 4
Eddroom ouse wi o
If you have any question concerning this test or this letter, please do
not hesitate to call.
Very truly yours,
R & M CONSULTANTS, INC.
ologist
ent
SH:JMB/sl
it; M AZ"2/ 0 Mp 0 n
Jim McCaslin Brown, Ph.D.
Head, Earth Science Departm
Dcceribar 7, 1970
Veterans Administration
P10. BOX 1399
AnIhorage, Alaska 99501
SUMELTe Scw()r and 112ter Systems, Lot 1, Bleck 3
,
'abbit geek View Subdivision
Dear Sirs:
Public sewer. and water is not available to the sfi.�beet lot
so an On-site water sttppiy and sewer systea, eVould have to be
do either pubAlslic" it is not economically feasible to conncet
to eitherul�lic sower or water.
Bor7110 sewer systar.' would havO to be Constructed according to
ough sracifi.cations based on the number of bedrooms in
e house and pending a soils test.
dor deve7r r:ant ofart improved On water The lot �i'ze is adequate
quite lexotective radii according to Boron �i�ly with ad -
Sincerely, standards also.
Ralf R. Strickland, R.S.
Environmental Health Supervisor
M
cc: Lloyd Gai.ley
November 24, 197€3
Veterans Administration
P.C. BOX 1399
Anchorage, Alaska 99501
SUBJECT: Sswear and Water Systems for Lot 1, Block 3,
Rabbit Creek View subdivision
Dear Sirs:
Public sever and water is not available to the subject lot
seg an tin -site water supply ly and sewer system wtacrlct have to
be developed.
The sewer System would have to be constructed according to
Borough specifications based on the number of bedrooms it,
the house and lending a soils test. The 10t size is adequate
for dOvOIOIment of an improved on-site water supply with ade-
quate protective radii according to Borough standards also.
Sincerely,
John R. Lee, R.S.
Sanitarian
rn
cc: Lloyd CailV
wvOwer 0, jjju
vanumns
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