HomeMy WebLinkAboutMOUNTAIN PARK ESTATES BLK 1 LT 2Mountain Park
Estates
Block 1
Lot 2
#017-061-40
RT
NAME
LOCATION
GREM ER ANCHORAGE AREA BORc%;;%3H
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
CTION SPORT ON-SITE SEWAGE DISPOSAL SYSTEM
7Z�G G AILING ADDRESS oY'36�� �� PHONE Z'
;' /),(c/vi
LEGAL DESCRIPTION ,-Y:�L�
v V
SEPTIC TANK:
DISTANCE P NUMBER OF
FROM WELL 60+ MANUFACTURER__ MATERIAL [/ w�.h_ �' " COMPARTMENTS /
INSIDE LENGTH /f INSIDE WIDTH LIQUID DEPTH__ _LIQUID CAPACITY �C}-r+�? GALLONS.
SEEPAGE E! �j�-�•f i
5 � -
NUMBER OF PITS DIAMETER OR WIDTH LENGTFt ` DEPTH C
LINING MATERIAL CRIB SIZE: DIAMETER DEPTH DISTANCE FROM: WELL
1' ✓ TOTAL EFFECTIVE!�
BUILDING FOUNDATION_, NEAREST LOT LINE !t. ABSORPTION AREA (WALL AREA) J C)
BUILDING SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL __
APPROVED—
&4()
CONSTRUCTION
NEAREST NEAREST
LOT LINE SEWER LINE
OTHER SOURCES
DISAPPROVED REMARKS
_ DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCES:
DIAGRAM OF SYSTEM
n
INSTALLED BY: y
PIPE MATERIAL:_
LOT SLOPE:
REMARKS: --
DATE ,'� APPROVED !�
G. A.B.
__..
, P�
xlxontol
gJ� 1 •��
�hitlo �\M•�' plx
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503 7
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
97
NAME OF APPLICANT ////�" U �y MAILING ADDRRjESS;60 � �• PHONE"' —3y' /
INSTALLATION LOCATION��]y/�-��-e_ �� •� //� G ti -i`^' -
LEGAL DESCRIPTION�Q 7���y
KQ(y^ / `7-e !/ z/`�
INSTALLATION OF: SEPTIC TANK �f>l /SEEPAGE PIT DRAIN FIELD , OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED {�-J e_C3 a LL_5�
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS V r y // �2 ( NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED ` y j.- ✓T -N
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE TYPE en
MINIMUM
MINIMUM DISTANCES. REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK, SEEPAGE PIT
TO RIVER, LAKE, STREAM.
DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS,
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
w
G.A.A.B.
OR
LICENSED DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE
DATE APPLICANT'S SIGNAT
rk
_.�•_
' (__-4-
If._
...
_..
- I�
-
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE
DATE APPLICANT'S SIGNAT
ALA �'� :. LAB
</� ST
December 15, 1975
W.O. #17586
Grid #2938
Laron P. Martin
Box 519
Anchorage, Alaska 99510
4040 "B" STREET,
ANCHORAGE, ALASKA 99503
PHONE: 907-279-2581
SUBJECT: Subsurface Investigation for. Suitability of
On -Site Sewer, Lot 2, Block 11 Mountain Park Estates
Dear Mr. Martin:
Transmitted herein are the results
investigation as performed by us on
1975. Included in this transmittal
Vicinity Map
Test hole Location Sketch
of the above referenced
December 10th and 11th,
are:
Test Hole Logs
Standard Explanatory Information
Figure 1
Figure 2
Table A
Appendix A
The exploration was conducted using a Truck Mounted Mobile
Drill B-50 drill rig with a continuous flight solid stem auger.
The rig is owned and operated by Denali Drilling, Inc. Drilling
was supervised, the test hole logged and the percolation test
run by Mr. Wallace Oliver, staff technician with Alaska Testlab.
The test hole was placed at the approximate location shown
on Figure 2. The log of this test hole is included as Table
A of the report. In interpreting the log, it would be helpful
to utilize the Standard Explanatory Information contained
in the back of this report.
After the drilling was completed, the test hole was cased
with 3/4" slotted PVC pipe, filled with water and left overnight
to saturate. On returning the next day, the hole was refilled
with water and the drop in the water level carefully monitored
over the next 60 minutes. The observed percolation rate was
1 minute per inch. Utilizing the data contained in Table
1 "absorption area requirements for individual residences"
on page 8 of the "Manual of Septic Tank Practices" published
by the U.S. Department of Health, Education and Welfare, the
absorption area requirements for a seepage pit or absorption
bed placed in the soils of this lot is 70 square feet per
bedroom.
Laron P. Martin
Page 2
December 15, 1975
On the date of exploration, no water table was detected in
the test hole. It should be noted however, that the water
table normally fluctuates with precipitation and with the
seasons.
We hope this report meets your present needs. If we can be
of further service, please do not hesitate to contact us.
Yours very truly,
ALASKA` TES�TLAB
R. Mark Hansen
RMH/MRN/vms
Approved:
Me in R. Nichols
Laboratory Supervisor
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DE ARMOUN
10 _ 110.22
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it0.23_ 110.23
110.23
TEST" H0d..0 A.QGA"iiQh
Date: December 10, 1975
Logged: Wallace Oliver
TABLE A
Test Hole #1
W.O. #17586
Depth in Feet
From To
Soil Description
0.0' 3.0'
NFS,
sandyrg.avel, GP, brown
3.0' 20.0'
F-2,
silty sand, SM, brown
Bottom of Test Hole:
20.0'
Frost Line:
0.0'
to 1.0'
Free Water Level:
None
Observed
Type of
Sample Depth
M%
Sample
1 5..0'
6.9
G
2 10.0'
7.8
G
3 15.0'
14.5
G
4 20.0'
15.4
G
Remarks: 1. Type of Sample, G = Grab
Test Hole Log — Description Guide
The soil descriptions shown on the logs are the best estimate of the soil's
characteristics at the time of field examination and as such do not achieve the
precision of a laboratory testing procedure. If the log includes soils samples,
those samples receive an independent textural classification in the laboratory
to verify the field examination.
The logs often include the following items:
Depth Interval — usually shown to 0.1 foot, within that zone no
signi leant change in soil type was observed through drill action, direct
observation or sampling.
Frost Classification — NFS, F1, F2, F3, F4, see "Soil Classification
Chart"
Texture of Soil — An engineering classification of the soils by particle
size and proportion, see "Soil Classification Chart", note the
proportions are approximate and modifications to the soil group due to
stratification, inclusions and changes in properties are included.
Moisture Content — this is a qualitative measure:
dam, no or little apparent surface moisture,
damp, moisture forms portion of color, less than plastic limit,
wet, no free water, often soft, if cohesive soil,
saturated, free water may be squeezed out, if a free draining soil:
dilatent at natural moisture content, if a non -plastic silt or fine
sand. (The moisture content is further defined by reference to PI,
LW, NP, M`%or dilatency.)
Density — refers to more -or -less non -cohesive soils, such as sand gravel
mixtures with or without a fine fraction, derived from drilling action
and/or sample data; usually described as: very loose, loose, medium
dense, very dense. General intent is to portray earthwork
characteristics.
Stiffness — refers to more -or -less cohesive soils and fine grained silts of
the clay -silt groups. Derived from drill action and/or sample data. Very
soft, soft, stiff, very stiff and hard are commonly used terms.
Particle size -- The largest particle recovered by the split spoon is
1.3/8", Shelby tube 3", auger flights (minute -man) 2", Auger flights
(B-50 hollow stem) 6"-8". Larger particles are described indirectly by
action of the drilling arid are referred to as cobbles, 3" to 8", or
boulders 8"+. Therefore when reviewing the gradation sheets, if any,
the description on the hole log must be considered for an indication of
larger particles.
Unified Soil Classification — This is a two letter code. See Unified
Classification sheet or further definition. In some cases AASHO and/or
FAA soil classifications may be shown as well as the unified.
Atterberg Limits — useful for fine grained and other plastic soils.
PI; natural moisture content believed to be less than plastic limit
PI+; natural moisture content believed to be between plastic and liquid
limits
Lw+; natural moisture content believed to be greater than liquid limit
NP; non -plastic, useful as a modifying description of some silty
materials.
Dilatency — is the ability of water to migrate to the surface of a
saturated or nearly saturated soil sample when vibrated orjolted -- used
as an aid to determine i( a fine grained soil is a slightly or non -plastic
silt or a volcanic ash.
Rock flour — finely ground soil that is not plastic but otherwise appears
s'tm r to a clayey silt.
Organic Content — usually described as Peat, PT, sometimes includes
discrete part�cFe—s such as wood, coal, etc. as a modifier to an inorganic
soil. Quantity described as; trace, or an estimate of volume, or, in case
of all organic, — as Peat. This may include tundra, muskeg and bog
material.
Muck — a modifier used to describe very soft, semi -organic deposits
usuaTly oecuring below a peat deposit.
Amorphus peat — organic particles nearly or fully disintegrated.
Fibrous Peat — organic particles more -or -less intact.
Bottom of Testhole — includes last sample interval.
Frost Line — seasonal frost depth as described by drilling action arid/or
samples at the time of drilling.
Frozen Ground — other than frost line, described by samples, usually
includes description of ice content, often will include modified Unified
Classification for frozen soils — this is a special case related to
permafrost studies.
Free Water Level — The free water level noted during drilling. This is
not necessarily the static water table at the time of drilling or at other
seasons. Static water table determination in other than very permeable
soils requires observation wells or piezometer installations, used only in
special cases,
Blow/6" — The number of blows of a 140 weight free falling 30" to
advance a 2" split spoon 6"; the number of blows for a 12" advance is,
by definition, the standard penetration.
,d% — natural moisture content of the soil sample, usually not
performed on clean sands or gravels below the water table.
Type of Sam le —
SP, refers to 2" split spoon driven into the soil by 140 pound
weight, a disturbed sample,
S, thin wall tube, "Shelby" used to obtain undisturbed samples
of fine grained soil,
_Q, "grab" disturbed sample from auger flights or wall of trench,
C, cut sample, undisturbed sample from wall of trench.
Dry Strength — a useful indicator of a soil's clayey fraction, N=None,
L=Low, M=Medium, H=High
Grou — The samples are placed into apparently similar groups based
on color and texture and arc arbitrarily assigned a group letter. Further
disturbed. tests including Attcrberg Limits, grain size, moisture -density
relationship, etc, may be performed on the group and are assumed to
reflectthe general distrubed characteristics of the soils assigned to the
group. This is an important phase of the soil analysis and is uscd eo
standardize the various qualitative determinations and to reduce the
number of quantitative tests necessary to describe the soil mass.
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F; o n nb p G. n 5
naj4 S.wGE' hrr'w
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as �.56n n _.Indo G'�e.
¢Ote
Fine grained soils soils
More than Inifaf material is smaller Mnre than half of niaverial is
than No. 200 ntvc in, ;a,, Hilo No. 200 sn. vc nuh
(The No 200 sieve size is about the smallest particle visibly to naked eye)
,y
M
L
Tc.
Sande Grnvcls
-
m
More than hnlf of coerce More tlian half of worse
&anion is smaller than fraction is larger than
g a
�'
No. 4 sieve size No. 4 sieve vz.
K ^y
'0
Silts and clays
hyuld Ilmle
Silts and clays
liquid
°
( For visual cL fF,stion, t1,c'L io. size ma be used
than
limit
=
equivalent to the No. 4 sieve size)n
y^
:Fri
^
600iter
50
less than 50
e,
Eas
Sands wilt
Gravels viith
ifines
Clean sands
fines
Clean gravels^
Q(appreoiable
(little or no
(appreciable
(little or 110
o
o
amount of
fines)
a� ount of
lineal
fines)o
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- Fi �.
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a'az
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= n =so y ^.n
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to iP
e
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g; s". S - .^ =
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Q'3oc-"
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_ c n' G^ n.�
rt n n,.
i o.c a n
-- 5' x o„ 5_ e a n. _
Use grain size curve in identifying the fractions as given under field identification
Determine percentages of gravel and sand from grain size
eurce
Depending on percentage of fines (fraction smaller than No.
200 sieve size) coarse grained soils to classified as follows:
Plasticity index
Less than 5% Gw, GP, SW, SP
so so
More than 12% GM, GC, SM, SC
co t0+
51k to 12% }Borderline cases requiring use
+S £j O
n
of dual symbols
O
a
a
a
a
No0
"4'vc
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ais
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3
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0
SOIL CLASSIFICATION CHART
30% GRAVEL
oma/ V% V V V \Y U V V 1 V \ c
0 10 20 30 40 50 60 70 80 90 100
GRAVEL (+#4 SCREEN) % BY WEIGHT
NONFROST SUSCEPTIBLE SOILS ARE INORGANIC SOILS CONTAINING LESS THAN 3% FINER THAN 0.02 mm.
GROUPS OF FROST -SUSCEPTIBLE SOILS:
Fl GRAVELLY SOILS CONTAINING BETWEEN 3 AND 20% FINER THAN 0.02 mm.
F2 SANDY SOILS CONTAINING BETWEEN 3 AND 15% FINER THAN 0.02 mm.
F3 a. GRAVELLY SOILS CONTAINING MORE THAN 20% FINER THAN 0.02 mm. AND SANDY SOILS
(EXCEPT FINE SILTY, SANDS) CONTAINING MORE THAN 15% FINER THAN 0.02 mm.
b. CLAYS WITH PLASTICITY INDEXES OF MORE THAN 12. EXCEPT VARVED CLAYS.
F4 a. ALL SILTS INCLUDING SANDY SILTS.
b. FINE SILTY SANDS CONTAINING MORE THAN 15% FINER THAN 0.02 mm.
c. LEAN CLAYS WITH PLASTICITY INDEXES OF LESS THAN 12.
d. VARVED CLAYS.
&CCtZ�7 4d
MUNI IPALITY O ANCHORAGE
1
STREET LOCATION
NHN Crestview
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
6. TYPE OF RESIDENCE
825 L Street - Anchorage, Alaska 99501
MUNICIPALITY OF ANCHORAGE
ED One ❑ Four ❑ Other
SINGLE FAMILY
DEPT. OF I -ALTH &
0 MULTIPLE FAMILY
ENVIRONMENTAL ENGINEERING DIVISION
ENVIRONME dT,':. i,.-'TECTION0* '
Telephone 264.4720
* ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
APR 1 :'; 1930
depth (attach log if available.)
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
n
**If
INLCEIVED
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
individual/on-site, give installation date 1GL`1La u P[�;COA-L
1. PROPERTYOWNER
PHONE
If system is over two (2) years old an adequacy test is required
-Alaska S Federal
by this Department.
-
MAILING ADDRESS
2600 DeB rr Road Anchianige. Alaska 99504
PROPERTY RESIDENT (If different from above)
PHONE
2. BUYER
PHONE
John A. Jr. & Nancy J. Todd
MAILING ADDRESS
5401 Littf
3. LENDING INSTITUTION
PHONE
265-3440
MAILING ADDRESS
P,-0. Box 720> Anchorage, Alaska 99510
4. REALTOR/AGENT
PHONE
Totem Realty, Inca (Robert E. Baer)
272-.0571
MAILING ADDRESS
724 E. 15th Avenue Anchorage Alaska 99501
5. LEGAL DESCRIPTION
Lot 2. Block 1- Mountain Park
Estatps
STREET LOCATION
NHN Crestview
6. TYPE OF RESIDENCE
NUMBER OF BEDROOMS
IN
ED One ❑ Four ❑ Other
SINGLE FAMILY
Ej Two ❑ Five
0 MULTIPLE FAMILY
(K Three ❑: Six
7. WATER SUPPLY
2 INDIVIDUAL*
* ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
PUBLIC UTILITY
depth (attach log if available.)
6. SEWAGE DISPOSAL SYSTEM
n
**If
individual/on-site, give installation date 1GL`1La u P[�;COA-L
® INDIVIDUAL/ON-SITE**
If system is over two (2) years old an adequacy test is required
D PUBLIC UTILITY
by this Department.
" NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
THIS SIDE FOR OFFICIAL USE ONLY
INSPECTION APPOINTMENTS
DATE RECEIVED
TIME
TIME
TIME
DATE
DATE
DATE
INSPECTOR
INSPECTOR
INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE
'S0 SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ~p THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
-10 INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM
INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
_
_ Lot -
i`
INSTALLER
Septic Tank or ❑ Holding Tank
Size: 10L7C). If Tank is homemade
give dimensions:
SOILS RATING
9
TYPE OF TANK `
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4, DISTANCES WELL T0:
Septic/Holding Tank
Absorption Area
77-
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
VAPPROVEDFOR_ BEDROOMS
❑ CONDITIONAL APPROVAL (letter mus a company certificate)
ti'DISAPPROVED
DATE '3
I _
BY (Title
LEGAL DESCRIPTION
72-010 (Rev. 3/78)
ANCHORAGE CESSPOOL PUMPING
Star Route A, Box 144
ANCHORAGE, ALASKA 99502
Phone 344-2632 or 344.2453
GUSTOME DER NO. PHONE DATE
_ V
AME
R - -- 0
15DRESS
CASH
C.O.O.
CHAROE
ON ACCT.
MOSE�RET'D.
PAID OUT
7/
I
-
n
RecEI .D Dry+—"s --
Tn
---
TOTAL
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All Claims and returned goods Mubl be
e6 8 2accompanied b lhL bill
6�2
stRIts DaR
Municipality
Of
Anchorage
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
April 24, 1980
Alaska USA Federal Credit Union
2600 De Barr Road
Anchorage, Alaska 99504
Subject: Lot 2 Block 1 Mountain Park Estates Subdivision
John A. Jr./Nancy J. Todd: Buyer
Approval for the individual sewer and water facilities
can not be granted until the following items have been
completed:
(1) The water analysis report be delivered to this
office from Chem Lab, 5633 B Street, for our
review.
(2) The septic tank pumped with a receipt submitted
to this office.
If there are any further questions, please contact this
office at 264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: First National Bank of Anchorage
Post Office Box 720 99510
Attention: Evelyn Thomas
Robert E. Baer
% Totem Realty, Inc.
724 East 15th Avenue 99501
1 �
Y�L
,. CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC.
Remit to: P.O. BOX 4-1276 ANCHORAGE, ALASKA 99509
.�ww..oniu
TO AK.U.S.A. Federal Credit Union
c/o Totem Realty
ADDRESS Bob Baer
DATE April 24, 1980
YOUR ORDER NO.
TERMS: NET 30 DAYS FROM
DATE BILLED. 1112% SERVICE J
CHARGE (18% ANNUAL) ON
ALL PAST DUE ACCOUNTS. L� •� �� �� �'
DATE LAS NO. DESCRIPTION AMOUNT ;
4-23-80
1 -`Ictal Coliform detn
Ak. USA Fed Cr Union
NO FURTHER STATEMENT WILL BE RENDERED UNLESS REOU ESTED.
$15.00
''., 4 ,yIUNOIAGt APdI
BOP,
s
/Pd0 IAMMy
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
'J-qd' L�Ca ���
Date Received (,��� \, �qq.i
Time of Inspection
Date of Inspection��r�o,�c�ho�R, �T)"5
EQ -034 (1/74) Page 1 of two pages
REQUEST FOR APPROVAL OF
INDIVIDUAL
DUAL SEWER &WATER FACILITIES
�FOR
���a
1.
Approval requested
by: Loc.�1?no ()n-ANEN nr& ICN t SSC
Mailing Address: 1-f�,
t,n� ri-(�1� Phone:
A '1_��l l
2.
Property Owner:
C -rr�u , Vim. �1(l�r-� , , Phone:
'�q
al)q- `3k19 [ ` l 'N1
n/
Mailing Address: k
nu lq. ki�,�irdrraLe nib 1n a"Y'
3.
Legal Description:
4.
Location: -, F
5.
Type of fac i 1 i ty to
be inspected No. of bedrooms -' , o
6.
Well Data:
A. Type �t
r1 ti B. Depth 'r)nR
C. Construction
D. Bacterial Analysis
-
7.
Sewage Disposal System:
LOQ -sem r')oLr,r
A. Installed ��i��.
B. Installer
C. Septic Tank: 1.
Size 2. Manufacturer
D. Seepage Pit: 1.
Absorption Area 2. Material
E. Disposal Field:
Total length of lines
B.
Distances:
A. Well to: Septic
I
tank 6a7i- Absorption area �j 3 s
Sewer Lines ,
Nearest lot line
Other contamination
B. Foundation to septic
tank Absorption area
C. Absorption area
to nearest lot line
EQ -034 (1/74) Page 1 of two pages
Page 2 of two pages - Rel, ;t for Approval of Individual :r & Water Facilities
Legal Descriptions a 1�1_mr 621 rf-�A pls-�12 �o n
Commen
��•:r� -.:.ir I'/!37s! OW"RMA
.� 30 /97/a,
App oved Disapproved Date
Approval,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are oper n satisfacto ily.
SIGNEDDate S
EQ -034 (1/74)
\N
,gj GREATER ANCHORAGE ARL1� BOROUGH
J' s ?� Department of Environment( Quality
' 3330 "C" St., Anchorage, Alaska 99503 - 274-4561
REQUEST 1=0R APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
1. Type of Inspection: CMRO �— VA _ _ _ FHA . CONV _ xx
2.
Property Owner: _
LARON P. MARTIN
Box 519 „ Anchorage 99510 or
Mailing Address:
U& 236p st.Rt.. Wa illa ��687DaY
Phone X79-3471
3 .
Name of Buyer: RALRHL
gIA,pMAN
Mailing Address:
Box 2296, Anchorage
_D p P h o n e 274-9551 or 277-72( 6
4.
Name of Lending Institution: ALASKA NATIONAL BANK
Mailing Address:
Pouch 7-010, Anchorage
Phone 277-5511
5.
Name of Realtor or
Agent: POLAR REALTY INC.
Mailing Address •
101 International Airport Rd.
Phone 272-1541
6. Legal Description: Lot 2, Block 1, Mt. Park Estates del
Location: Crestview Drive off DeArmond Rd.
7. Type of Facility to be inspected: 2-3 No. Bdrms.
8. Water Supply
Type of Supply: Public Utility Individual xx _
If Individual, number of dwellings presently served 1
If Individual, depth of well 208
9. Sewage Disposal System
Type.of System: Public Utility Individual (on-site) x
If Individual, date of installation 1965
a
S F 00 F a � 398/ WILLIAM A. EGAN, GOVERNOR
DEPT. (OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE
March 16, 1973. 338 ACKAY DENALISLDG. STREET
ANCHORAGE 99501
Mr. Richard Andrews
4110 DeBarr Rd.
Space #24E
Anchorage, Alaska
SU&M- CT: Lot 2, Block 1 --Mountain. Park Estates
Dear Mr. Andrews:
We have revielaed your situation in light of the interpretation. of.
the 40,000 Sq. Ft. -20,000 Sq. Ft. requirement contained in Section
18 AAC 72.030 of the Department of Envirornnental Conscrvation Waste
Water. Regulations. It is our finding that since you had mmorsh.ip
of the lot on or before Febivary 5, 1973 and that you intend to
construct a private residence .for your personal. use, that: this particu-
lar Section of the Pvasce. Water Reguiati.ons is not aplA icable in your
case.
We would however advise you that of course all existing Borough
Regulations axe in effect: and are applicable in all cases except:
where State requirements are more stringent.
cc: GRAB- DEQ ''/
Yours truly,
Kyle J. Cherry
Reg Lonal 1_in\':i r'nrlmental. I;ng1_neer
itEC111IV' E
'J191;3 AM
GREATER ANCFI()P/W P.. AOPA BOROUGH
DEPT. OF ENV1:' nnENTAI OUALITY