HomeMy WebLinkAboutHAROLD MILLER LT 1Har'old Miller'
Block
Lot I
#017-432-45
Municipality of Anchorage ::.?.: ~:
Development Services Department .~ ~:
Building Safety Division
On-Site Water and Wastewater Program. 4700 S. Bragaw St.
P.O. Box 196650 Anchorage. AK 99519-6650 Page
,,wnv.ci.anchorage.ak. us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL. INSPECTION REPORT
Permit Number: ,g*/.Z/Of O ~'O 7 PID Number.
"'""~tcL< ~ P'~m ¢1=c '/'/1 oe',q ~ Wastewater System: [] New [] Upgrade
'~"~'~'~-o H,U.~c~¢ D~ tf-~cl~ 0q$'16' ABSORPTION FIELD
.c-~.u,,,~,, ~:~'~,
LEGAL DESCRIPTION I, ~
0'5- ~. ~ 3~' = lO0
Well: ~t$~ DNew DUpgrade 5~ ~,.
*** ~ s.,~ ~,. ~ TAN K
SEPARATION DISTANCES ~ septic g Holding D S.T.E.P. g Othee
T~ Septic Abso~tion Lift Holding Publ~ah
Tank Field Station Tank S~r Une ~A~ ~
w.. I~' 171' - -' )~" ~J
./
/X .---.--. ----.-.:
"'~e ~' g~,~ ~ql~ ~.~bo~ BENCH MARK
Inspections pedormedby: ~ta~ ~ ~c. Dates: 1" to/l~/ot
=~ to//e/o/
.., ..~
Reviewed and approved by: ~/
,~, . .,T~
PERMIT NO: SW010407
PID NO: 017-432-45
LOT 1
30-FOOT LONG x S-FOOT WIDE
-- SOIL ABSORPTION DRAJNFIELD
PAGE 2 OF 3
,, SEPTIC TANK
'C"
=1=
DOG RUN
PAVED
GARAGE
- WELL
704=OOT LONG x $4=OOT WIDE
SOIL ABSORPTION DRAINFIELD
SWING TIES:
FROM: COR. "A"
TO:
S.T.C.O. "F" 37'
S.T.C.O. "G" 40.5'
DBL. C.O."H" 41'
TR. C.O. "1"
TR. M.T. "J"
TR. C.O. "K"
TR. C.O. "L"
TR. M.T. "M"
TR. C.O. "N"
COR."B" COR."C" COR."D" COR."E"
42'
40'
40'
90.5' 48'
19'
35.5'
80.5' 44'
70.6' 26'
69.5' t6.6'
66'
40.5'
LOT 1, BLOCK 1, HAROLD MILLER SID
SEPTIC SYSTEM UPGRADE
AS-BUILT PLAN VIEW
FLATTOP TEC! INICAL SERVICES
14~30 ECIIO STREET
ANCIIOP, AGE, ALASKA 99516
SCALE: 1" = 40'
DRAWN BY TFM
OCTOBER. 2001
PERMIT NO: SW010407
PAGE 3 OF 3
PID NO: 017-432-45
2'+ SOIL COVER
GROUND
~OIL COVER --
· ORIG. GROUND
95.9'
SEPTIC TANK
TEST HOLE #1
GROUND ELEVATION 79.9'
BOTTOM ELEV. 63.9'
WATER ~ 67.1' ON 9/6/01
5~
-- ~1" DI/~ F-810 DIST. PIPE INV. 79.0'
· '.LEV. 79.4'
FILTER SAND ELEV. 78.4'
70-FOOT LONG SOIL PbS. DRNNFIELD
-'ABRIC
4" DI/L F-810 DIST. PIPE INV. 76.8'
IOTTOM SEWER GRAVEL ELEV. 76.3'
BOTTOM FILTER SAND ELEV. 75.3'
30-FOOT LONG SOIL ABS. DRAINFIELD
LOT t, BLOCK t, HAROLD MILLER SID
SEPTIC SYSTEM UPGRADE
AS-BUILT CROSS-SECTION
NOT TO SCALE
FLATrOP TECI [NICAL SERVICES DRAWN BYTFM
14~30 ECllO STREET NOVEMBER, 2001
ANCIIOR~GE, ALASKA 99216
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTE~NATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Sep 28, 2001
Expiration Date: Sep 28, 2002
Permit Number: SW010407
Legal Description: HAROLD MILLER LT 1
Design Engineer: 0019 Flattop Technical Services
Owner Name: Rick & Pamela Thornton
Owner Address: 12550 HILLSIDE DR
ANCHORAGE, AK 99516-3256
Parcel ID: 017-432-45
Site Address: 012550 HILLSIDE DR
Lot Size: 50835 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
· This permit is for the construction of:
[] DisposalField [] SepticTank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By: ~
Date: I~ ~',.~ /'~.,~!
Municipality of Anchorage
Development Services Dep. artment
Budding Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK S9519-6050
w~w.cLanchorage.ak.us
(907) 343-7904 '
ON-SITE SEWER]WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D,
PrOpertyowner(s) r{~c~, ~
Mailing address (2) ~
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size
Permit Number swol0407.
Dayphone '~.Z.~ - 't ¥
Zip Code
.~ ~)(~ ~ Acres/~'~. · Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool ·
Therapy Pool
[] Well Only []
[] Water Storage []
[] Jacuzzi
[] Water Softening Unit
[]
I certify that the above information is correcl. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees: ~"~ ~- 0 ~"'~' Waiver Fees:
Date of Payment:
Receipt Number:
(Rev. 12/00)
Date or' Payment:
Receipt Number:
Dan Roth
M.O.A. DSD
On-Site Services
P.O. Box 19-6650
Anchorage, AK 99519
Re: Septic Upgrade Permit Request-L1Bl Harold Miller S/d
Dear Dan:
In response to your "pink sheet" comments on my design submitted 9/13/2001, please accept the
following:
(I) I am requesting a waiver to the normally required 10-foot separation between drainfields down to
5 feet for the following reasons. There is a relatively narrow zone of optimal soils on this lot
between the Iow-lying land to the west with a water table at 9-feet as shown on test hole #1 and
deep fill material to the east as shown on test hole #2. The reason I proposed putting the two
drainfields only 5 feet apart was to best utilize that zone ofoptimum soils. My rationale for
concluding that that separation will not pose a design or operational problem is that the gravel
depth under the distribution pipe is only 0.5 feet and the primary absorption direction is
downward, whereas the code was written to cover deep trenches with up to 5.0 feet ofgravel
under the distribution pipe where the primary absorption direction is lateral. With lateral
absorption separation distance between trenches is more ora concern. With downward
absorption premature formation ora clogging mat on the bottom is more ora concern, and for that
reason I specified placement of 12 inches of filter sand under the sewer gravel.
(2) The 9.0-foot depth to water in test hole #1 was observed at the toe of the slope during excavation.
The monitor tube is midway along the length of the test hole where the ground elevation is several
feet higher, so in my opinion the 12.8 feet depth to groundwater reflects the actual groundwater
situation at that location. I have deliberately kept the lower drainfield up from the toe ofthe slope
near the location of the monitor tube, so I feel 12.8 feet is the relevant depth to groundwater in that
location. The depth to the bottom ofthe sewer gravel on the uphill side of the drainfield is (4.0
feet + 5' x 0.25%) = 5.25 feet, which is approximately 7.5 feet vertical separation to groundwater.
(3) I am attaching another copy of the site plan on which I have included the called-out dimensions
you requested. I do this somewhat reluctantly because I feel it unnecessarily clutters up the
drawing and is not called for in the code. Ifthe code were slavishly interpreted to mean that all
"measured distances" called for must be "dimensioned" instead of"drawn to scale" the s~te plan
would become an almost unreadable forest ofnumbers meaning little or nothing.
Sincerely,
Ted Moore, P.E.
,, LOT 2, HAROLD MILLER S/D ~..'~;~ ~i~!~ ~,
, ~-- WELL
LOT 4 , '. .'
, .. LOT 1 .. .-' ANDON
GARRETSON , -
, -.. HAROLD MILLERS/D..-' ..' ~-EXlSTiNG
S/D , '-.. -' ,' \ CESS POOL
', , - ........ --;--DB-C.O.
, , -..<. \
~ , SEPTIC TANK ,,'
~,,~ 100' , I 5' DOGRUN I
i FROM WELL , I --1~. - ,~-- I
; , , ', -- T.H. I , r~-~u ¢.BDRM
, ', ~ { ~-- ~,~ ~...J DRIVE i
' ', I , ~ J 1389,
~ .... ~ ....... ~ .... ; ~ ~WELL
, - ............ ~' ~~ X ,
~l , C.O, ' GA~GE~
T.H,~I - lS 1' , i ~',
NORTH P~K DRIVE ', ~ i ~". ~
.... ~ = ~/ CONSTRUCT 100 OF ~'. ~
SPACED 5 APART (MIN.) ~ '~. ~:~:.~
I
0
~ LOT 1, BLOCK 1
~ MOU~AIN P~K EST.
~ (VAC~T)
Iz
-,-~ ~ .. ~, .. u~. WELL AND SEP~C SYSTEM
S~E P~N
~'~;
"'~ ~ _ ~ ~_ e ~OPT[CI~C~S[[~C~S 1 INCH = 50 FEET
.:' ~',.~ c~-~ ¢-~ ~c.o~o~.~~ SEPT.,=~o~
.... ~.,-.,. .,,~
~ ,; ~:~. · ...... _ ~. NOTE: THIS I~ NOT A SURVEYED P~T.
'~,, ~ ~l~ ~,~2~ ~. ALL LOCATIONS SHOWN ARE ~PROXIMATE.
TIIEODORE F. MOORE, P.E.
PH: (907) ~45-1355
T-E NI 4.L S
ENG~EER~G * ENERGY eONSERVA~N
14550 ECHO ST.
~CHO~GE, ~KA
September 13, 2001
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 995 ! 9
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to upgrade the wastewater disposal facilities on Lot I, Block I, Harold Miller S/D. Soils logs,
pert test results, a site plan, design drawings and specifications are enclosed for your review.
The proposed system will be constructed in the vicinity oftest hole #1. As can be seen from the soil
log, the native material between 3.75 feet and 9 feet below ground level is a some&hat silty gravelly
sand with a measured pere rate of I minute per inch. Using the soil application rate of 1.12 gpd/sq, ft.
specified in the wastewater ordinance, this 4-bedroom residence requires a total absorption area of(4 x
150)/1.2 = 500 square feet. The proposed 100-foot long by 5-foot wide drainfleld design has a total
absorption area of S00 square feet. In an effort to enhance the longevity of the system, the design
includes the placement of 12 inches &coarse MOA ISF filter sand in the bottom of the drainfield under
the sewer gravel, to promote better filtration of septic tank effluent before it encounters native soil.
The topography of the lot in the area of proposed construction is near the toe ora 25% slope
downwards towards the west. In the area oftest hole #2, further up the slope, 8 feet of miscellaneous fill
material was encountered above the original soil, indicating that the original natural slope was
significantly less steep than it is at present. Water seeps were encountered at the 9-foot depth at the west
end of test hole #1, near the toe of the slope where moisture passing downward through the gravelly
sand encountered a tighter horizontal silt layer. The fact that the water level stabilized at 12.8 feet in the
monitor tube located midway along the east-west length ofthe test hole indicates that the upper portion
of the underlying ML lens in that area is not impermeable.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor will {t have any significant impact on
reserved space-surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
,' LOT 2, HAROLD MILLER S/D
. .. LOT 1 -'
G~RETSON ', .. .' .'" ~DON
.. HAROLD MILLER SID..- .. ~ISTING
S~ ' "... .-" .' X CESS POOL
,, ............... ~~
', ', INSTALL N~ ., ,
', , =S0- LLON
~ ', SEPTIC T~K ,,'
~ 100' I I
/ ', I I;I m=m - T.H. m
, b lEI I,I ~ I ~ DRVE .......
............. T~)~~ X ,
·~ I:1 INST~L ~
.... /:[ I:l c.c. ,
RORTH P~RK ~RIV[
n ', [/ CONSTRUCT 100 OF ~'.
, SPACED 5 APART (MINi
I ' '
I
LOT 1, BLOCK 1
I ~ MOUNTAIN PARK EST. ~2
I z (VAC~)
I
~-~ -- ~ %' ~'a WELLANDSEP~CSYSTEM
~ · TmODOEE; ~OmE~ '~ ~OP TECI ~C~ SER~CESi4530 EClIO S~ET 1D~wNINCH = 50 FEETBy TFM
~, '. CE - 358g ~ ~ ~
~.,~;. -.. .~ ~ ff ~ClIO~GE,~ ~516 SEPT., 2001
~ ~ ~/ NOTE: THIS IS NOT A SURVEYED P~T.
' ~c.~~<~-~ -- ALL LOCATIONS SHOWN ARE APPROXIMATE.
I I~ FROM HOUSE
INSTALL 1250-GALLON
SEPTIC TANK --
CONSTRUCT 100 LINEAL FEET OF
5-FOOT WIDE SOIL ABS. TRENCH ~ l
. _. ~ /-----7 W. 12' SAND & 6" GRAVEL UNDER
/ / c.o.~~~ 4" ~0~4
', / ~ ~ ~4'D~F~OPERF. D~ST.P~PE
"A" ~ P~N VIEW
SCALE: 1" = 10'
~.~ ........
CL~O~
~ , MONITOR TUBE~
//j ~ L~ ' :: ~ ~ FILTER FABRIC
5/ MO; FILTER SAND
2 1~' G~VE
LOT 1, BLOCK 1, HAROLD MILLER
SEPTIC SYS~M ~G~DE
PL~ ~ CROSS-SECTION
SECTION "A - A"
SCALE: ~" = 5' ~o~c~c~s~c~
14~0 ECIIO
~CIIO~GE, ~ 99516 SE~E~ 2~1
TEST HOLE # I
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: Lot 1, Block 1, Harold Mifler
DATE PERFORMED: August 29, 2001
PERFORMED FOR: R~ck & Pamela Thomton
DEPTH
(feet)
2
3-
4-
5-
6-
7-
8-
SM Reddish sandy loam
dry, ~uffy
ML Gray sandy silt
SP/SM Brow~, dry, somewhat silty
gravelly sand
increasingly clean with depth
Small water seeps at west end of test hole
near toe of slope, became larger as th.
extended in that dire~on.
ML Gray silt
Moist, dense
SLOPE
Depth to Groundwater Date
._~/e ffps_~_9.0' 8/29/01
~ter at 12.8' 916101
14-
Crock Net Time Percometer Net Drop
Date Reading Time (mtnute~) Reading (inches)
8/29 12" Presoak 27 3/8
12"'-Resoak
Start 12:56:40 23 318
#1 1:01:40 5 17 6 3/8
Add water 1:02~20 23 3/_8
f~2 1:07:20 5 16 15116 6 711~
Add water 1:07=._~8 23_~/8
#3 1:12:58 5 16 15116 6 7116
COMMENTS:
PERCOLATION RATE I (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 5.5 FT AND 6.0 FT
Recommend 5' wide dralnfield sized on basis of 1.2 gpd/sq, ff. with 12" filter sand under sewer gravel.
PERFORMED BY FLATTOP TECHNICAL S E RVlCES. I_~,~'~-~,~,. CERT1FY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WrTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE:
ITEST HOLE
LEGALDESCRIPT~ON:
DATE PERFORMED:
PERFORMED FOR:
DEPTH --
(feet)
1-
9-
10-
11-
18-
19-
20-
COMMENTS:
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
Lot 1, Block 1, Harold Miller S/D
August 29, 2001
Rick & Pamela Thornton
Silty fill and logs
SLOPE
¸0'
Depth to Groundwater Date
No_groundwater 8/29101
'--M on~[or .~b e dry 916101
5%
ML Sandy silt
Clock Net Time Percometer Net D~op
Date Reading Time (minutes) Reading (inches)
SPISM Somewhat silty
gravefly sand
ML Silt
B.H.
PERCOLATiON RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN __ FT AND. FT
No perc test conducted because deep fill and logs make site less suitable t~an test hole #1.
PERFORMED BY FLATTOPTECHNICALSERViCE$. I.~"_..~ '~"..~_ CERT1FYTHATTHISTESTWAS PERFORMED IN
ACCORDANCE WrTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
q:fat top tI'eciinica£ $ervices
14530 ~e[io Street, .~nc[ioratle, .~.99516
ct'~one (907) $45-1355
Lot 1, Block 1, Harold Miller S/I)
12550 Hillside Drive
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope ofthe project consists of abandonment of an existing log crib and installation ora
1250-gallon septic tank that discharges effluent into a 100-foot long by S-foot wide soil absorption
drainfield containing a total of 12 inches of sewer gravel underlain by 12 inches of MOA filter sand.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform to Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities. Prior to start of construction, the homeowner shall arrange with a surveyor to
locate and mark the three property corners in the southwestern portion of the lot
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading
after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the
construction.
2.0 Septic Tank:
2. I The existing log crib seepage pit which is not to be retained in service must be properly
abandoned by thoroughly pumping, removing the top and backfilling with soil.
2.2 The new 1250-gallon, 2 compartment septic tank shall be Municipally approved and shall be set
level on undisturbed soil outside the 100 foot radius from the well. Each compartment shall be equipped
with a watertight manhole cover and a 4" cleanout. Ifthe tank is buried less than 4 feet, it shall be
insulated with 2 inches ofapproved burial type, rigid insulation.
2.3 All pipe connections to the tank shall be equipped with waterproofmechanieal couplings. The
waste line from the residence to the septic tank shall have a minimum slope of !/4'" per foot, and the
waste line between the tank and the soil absorption system shall have a minimum slope of !/8" per foot.
A cleanout shall be installed within 5 feet ofthe building foundation, and a double cleanout shall be
installed within 5 feet downstream ofthe septic tank. Another cleanout shall be installed in the waste
line approximately 75 feet downstream ofthe double cleanout.
3.0 Soil absorption system:
3. I The soil absorption system shall be constructed by excavating two 5-foot wide trenches spaced 5
feet apart and with a total length of 100 feet. The long axes of the trenches shall parallel natural
contours of the original ground.
3.2 The bottom of the excavations shall be 5 feet below original ground level on the downhill side
of the trench. Any compacted or smeared surfaces shall be raked to encourage proper infiltration. A
total of 12 inches of coarse MOA ISF filter sand shall be placed in the bottom of the excavations
and compacted prior to placement of the sewer gravel.
3.3 A total of 1.0 feet of approved sewer gravel shall be placed in the bottom ofthe excavation with
4-inch diameter ASTM F-810 perforated distribution pipes laid level such that the pipe inverts are no
less than 0.5 feet above the bottom of the sewer gravel. The 4-inch diameter ASTM D-3034 line
connecting the two drainfields shall contain a 6-inch "bump" as it exits the upper drainfield. Sewer
gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the #200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A
minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less
than 3 feet, two inches of figid, burial type insulation is to be placed over the entire top surface of the
gravel, in addition to the filter fabric.
3.6 The top surface of the cover material shall be raised a minimum ot'6 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation ofall areas disturbed by the construction.
4.0 Inspections:
4.1 A minimum ofS engineering inspections will be required during the course ofthe project: (1)
initial stakeout with the contractor to establish the location ofthe system and to discuss the plans,
specifications and construction procedures, (2) after the native material has been excavated to expose the
infiltrative surface to ensure that it is level and at the fight elevation, and conforms with the soil test
information, (3) after the sand filter material has been placed, (4) after the sewer gravel is in place and
the distribution pipes have been laid and connected up to the septic tank, but prior to placement of
insulation or filter fabric, and (5) after rough backfill and grading is complete. The septic tank requires
one inspection after it is set level and the piping connected, but prior to backfill. This inspection may be
incorporated with any of the above inspections.
4.2 The installer shall coordinate the timing ofthe inspections with the engineer sufficiently far in
advance to ensure the availability ofthe engineer.
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
On-Site Sewer/Well Permit Application ~'-,~t'-'~
SINGLE FAMILY DWELLING
NOTE: Application must be filled out completely
Property Owner Name .'~.~
Mailing Address ,/-~2"~"'O
Legal Description /
LOt
Parcel Identification Number
Day Phone
Zip Code
/
Block
Subdivision
Lot Size .,:~d¢,/c~- '/- ~,-/
Number of Bedrooms:
Section
Acres/Sq. Ft.
Township
Inspections will be conducted by:
Approved Engineering Firm
Range
RECEIVED
~Y_3LL~L ~ \C'tL~;~- Municipality (permitfee included~uL 1 0 1996 Does your house contain any of the following: Hot Tub, Swimming Pool Therapy Pool~
' ~ .. If yes, which one? Dept. He~th & Human Serv~c~
~Water Softener ~ . ~ ~ ' -~unicipalitY of Anchorage
This application is for: Sewer Only Sewer and Well ~ Sewer Upgrade __ Well Only ~'
I ce~ify that the above information is correct. I fudher ce~ify that this application is being made for a Single Family Dwelling
and in accordance with applicable Municipal codes._ ~ ~ ~/~
FOUND 3" BC. MON. ON 23/8"0. D.
IRON PIPE ~LUSH TO GROUND.
~-~--~ SUB*.
· $745 S
'fi' ,.~ · S2:
I __1
~o N89°50'45"E (M) 329.50(M)
o~. N89*58'W (R) 329.55(R)
.~1 Mort, to repl(3ce
~5 bor found per P-79-82-
50' 45"E ~79.5o' ~ , HUFFMAN
/ --' ~ ~r,~, ~t.. / I--'--
/ ~,TeteC(~n. Esrnt.:
/ D~d E
, LOT4 /~ ' !
~N(~RTH- PARK-DF
$745. S
UND $'~.C MON.'CN
:"0. D. IRON PiPE
:H TO GROUND
50,835 ~,1
~"w~), ~o.oo't I '~
DETAIl
extension
,SS9°47'Z9"W (M) 219.671M)
I LOT'I BLOCK I
'[ MOUNTAIN PARK
ESTATES NO. Z
P-561
po. oo' '~ ~
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S89o 57'45"E,