HomeMy WebLinkAboutT15N R1W SEC 30 LT 92lo'
iff-America Cii¥
Btfilding S,'ffety Dixus~on
George P. llrucrch,
Mayor 2002
October 7, 2002
· Jason & Karol Miller
59845 Kittiwake Court
Homer AK 99603
Subject:
On-Site Water and/or Wastewater Permit.
Permit Number: SW010469
L'e~al Descri//tion: T15N R1W Section 30 Lot 92 ~
Dear Jason & Karol Miller:
An On-Site Water/Wastewater Permit, number 8W010469, issued by this office for a single-family
system, will expire on November 15, 2002. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as-built inspection report must be sentto
this office for review, approval and documentation. This as-built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As-built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit for a second year may
be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for a new permit, the fees are: $400,00 for a wastewater permit and $150.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
On-Site Water and Waste~vater Program
Enc: Copy of permit
P.O. Box 196650 ·Anchoragc, Alaska 99519-66~0 · Tclclfltonc: (907) 343-8301 · Fax: (907) 343-8200
4700 South Bragaw Strcct· z'mchoragc, Alaska 99507
h ttp://~avw.ci.anchoragc.ak.us
MUNICIPALITY OF ANCHORA GE
Development Se~. ices Department
On-Site Water & WasteWater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: Nov 15, 2001
Expiration Date: Nov 15, 2002
Permit Number: SW010469
Legal Description: 'r15N R1W SEC 30 LT 92 i'
Design Engineer: 0003 S & S Engineering
Owner Name: Jason & Karol Miller
Owner Address: 59845 Kittiwake Court
Homer, AK 99603-
Parcel ID: 051-303-01
Site Address: 015121 LAKE RIDGE DR E
Lot Size: 144619 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
~-~ Disposal Field [] Septic Tank
[~] Holding Tank [] Privy [] Private Well [~] Water Storage
Received By: (~//~i,/~/_/ (//?/~~~ '
' ssa e d B~:~(/~~~/~,,~'_/~ ~. ~
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 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.
!ii 5.' The followidg SPecial provisions~.
'~:'~ 1;) THE WATER WELL DESIGNATED TO BE'DECOMMISsIONEDiN '~HE~ ENGiNEI~R;S NARRATivE LE'I-i'ER '
~ (ATTACHED) THAT IS CLOSER THAN 100 FEET TO THE PROPOSED BED ABSORPTION FIELD SITE MUST
BE PERMANENTLY DECOMMISSIONED PRIOR TO ANY CONSTRUCTION BEGINNING ON THE ,
! WASTEW^TER SYSTEM FOR WHICH THIS PERMIT IS ISSUED FOR.
!21) :'THE S/{,ND usED iN -i'HE FILTER LAYER"M~3;'BEA'~i~N coARSE SAND WiTH 4%0R LESS pAssiNG.
~.THE #100 SIEVE AND 2% OR LESS PASSING THE #200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED ON
;:TEH SAND USED OR OBTAINED FROM AN APPROVED SOURCE.
RECEIVED
OCT 10 200i
Municipality of Anchorage
Development services Dep. artment
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERAft/ELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLI'NG
Parcel I.D. o ,..¢/ - :3 d ~J --o I
Prdpertyowner(s) ,,Tr~$o ~ ,[-. ~,~o L. /,,o,ut-6~
Permit Number .SW
Day phone 2 3 5"-
Mailing address (1) ..,c-c/ ~'z/5- /.fl ?-)'J~,e~<~: cou,4,7"
Mailing address (2)
Legal description (Lot, Block & Sub'd.) /-- (3 7- c] ~
Legal description (Section, Township & Range) $ 7£ c 7'/o r,,/ 20 t
Lot Size I ~ z/,, (,) ,~ Acres~.. Number of Bedrooms
Zip Code'
THIS
THIS
APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
PROPERTY CONTAINS:
Hot Tub
Swimming Pool "
Therapy Pool
~ Well Only []
r'] Water Storage []
J'-J Jacuzzi []
E~ Water Softening Unit []
I certify that the above information is correct. I further cedify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
17034 Eagle River Loel:~ Road No.. 2.__~
(Signature of property owner or authorized agent)
Permit Fees: Waiver Fees:
Date of Payment:
Date of Payment:
Receipt Number:
(Rev. 12/00)
Receipt Number:
Municipality of Anchorage
George P. Wuerch, Mayor
Building Safety Division
P.O. Box 196650 · 4700 S. Bragaw Strcct
Anchorage, Alaska 99519-6650 · (907) 343-8301
h ttp://~'~'w, ci.anch oragc.al¢.us
October 8, 2001
II
Department of
Public Works
Jason & Karol Miller
59845 Kittiwake Ct.
Homer AK 99603
Subject:
On-Site Water and/or Wastewater Permit.
Permit Number: SW000477
Legal Description: T15. N~. R1W SectiOn 30 Lot 92
Dear Jason & Karol Miller:
An On-Site WaterAVastewater Permit, number 8W000477, issued by this office for a single-family
system, will expire on November 13, 2001. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to
this office for review, approval and documentation. This as-built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of/he system. As-built inspection
reports are required to be submitted within 30 days of the completion ofthe system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit may be issuedJ~ee of
charge for a second year if the application for the renewal is received on or before the date of expiration
of the original permit.
When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Manager
On-Site Water and Wastewater Program
Eno: Copy of permit
., S&S ENGINEERING 90? 694 1~11 P.01
DESIGN SITE-PLAN
:y:: '~ P:, o~_~ol~
z~<<°o
x:-~
z~m . . '.,i ,.~-u
~ ..,,:,~.~1~
50' ROW AND ~ UTILITY EASEMENT
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Sen/ices
On-Site Sen/ices Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Nov 13, 2000
Expiration Date: Nov 13, 2001
Permit Number: SW000477
Legal Description: T15N R1W SEC 30 LT 92
Design Engineer: 0811 Pinard Engineering
Owner Name: Jason & Karol Miller
Owner Address: 59845 Kittiwake Court
Homer, AK 99603-
Parcel ID: 051-303-01
Site Address: 015121 LAKE RIDGE DR E
Lot Size: 144619 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This pern~t is for the construction of:
r~ Disposal Field ~-~ SepticTank
[] Holding Tank [] Privy [~ Private Well [~ Water Storage
Ail 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 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.
~'5::'~'~'~'~'~)ii0~i~g"~'~(~i~l provisions '~ . ....
~,THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COARSE SAND WITH 4% OR LESS PASSING
{THE #100 SIEVE AND 2% OR LESS PASSING THE fY200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED'ON
· HE SAND USED OR O~TAINED FROM AN APPROVED SOURCE. ~
Received By:
Date:
PINARD ENGINEERING
Paul E. Pinard
Registered Engineer/AK & ID
P.O. Box 871347, Wasilla, Ak 99687
(907) 357-ENGR(3647)
Jim Cross, P.E.
Municipality of Anchorage
Dept. of Health & Social Services
Environmental Services Division
825 L Street, Suite 502
Anchorage, Alaska 99519-6650
October 28, 2000
RE: Lot 92, Section 30, T15N, RI W, SM; Wastewater Disposal System Plan Submittal
Dear Mr. Cross:
The owners ofthe referenced property, Jason Miller and Karol Miller, are planning to
improve it by adding a xvater supply system and a wastewater disposal system to serve the
single family residence that has existed on it for many years. They have contracted with me
to .prepare plans for a new wastewater disposal system (WWDS)..
Numerous testholes were dug on the property in the vicinity of the house, to help locate
an area xv/th suitable soil and ground water conditions for a conventional WWDS. Except
for the area immediately to the east and northeast of the house, however, conditions were
unsuitable due to shallow bedrock conditions. To help define the extent of the area that
seemed to have suitable conditions and determine its soil characteristics, four (4) testholes
were excavated and three (3) percolation tests conducted. The testhole logs and percolation
test data for these are enclosed.
It should be noted that this area xvas the last investigated, due to its proximity to one of
two (2) existing wells on the property, since if it did prove to be suitable, it would require
abandonment of the well. Both of the xvells appear to have been drilled in 1973, and a letter
from the MOA, dated October 21, 1976 (copy enclosed), acknowledges an approved well
on this property. Neither well shows evidence of ever being utilized and the structure has
largely been unoccupied since that time. Mr. Miller has advised me that the property has
been owned by his family since that time and that there has never been water or sewer
service for the house. A permit for a WWDS had been previously issued by the MOA in
1976, but I was advised that a system was never installed.
Each ofthe four testholes dug in this area revealed satisfactory soil conditions that were
subsequently confirmed by the results of the percolation tests. A watertable was
.encountered in t~vo (2) of the testholes at the time of excavation, but at a depth that would'
not impact the design of the WWDS. Perforated pipe was installed as monitor tubes (MTs)
for measurement ofwatertable depths. Examination of the MTs eight days later on October
4, 2000, showed a watertable in each, with depths ranging from 4.9' to 6.7' below the
ground surface. This necessitated a change in plans to keep the soil absorption system near
the ground surface in order to achieve the minimum four (4) foot separation to the
watertable.
A design for the WWDS is enclosed. The design specifies a "seepage bed" type soil
absorption system, 15 feet wide with a length of 40 feet, providing 600 sfofabsorption
area. The seepage bed would be installed at or just below the ground surface, requiring the
excavation of the organic and silt layers and replacement with imported sand, meeting
MOA specifications. The proposed replacement bed would be parallel, separated by the
required 10 feet and would be slightly larger, hav/ng a length of 55 feet. This is in
consideration of the tighter or siltier soils found near the southern end of the proposed
replacement seepage bed. The bed, as well as the septic tank will be insulated. The septic
tank will be located near the southeast comer of the home, providing a 5' separation from
the tank to the structure. Flow from the tank will be directed at a one percent slope to the
manifold in the seepage bed, where all piping is to be installed level, for equal distribution
of the effluent throughout the bed..
The ground slopes in the area of the WWDS are fairly flat, presenting no problems to
the installation of the system. The adjacent properties were inspected for possible impacts
or conflicts with the proposed system. None were found. With the exception of the
previously mentioned well, which will be properly abandoned prior to the installation of
the new WWDS, the proposed system is located outside the minimum protective radius of
any existing drinking water well. Also, as proposed, its location will not prevent
installation of private wells on adjacent properties.
Your timely review of these plans would be appreciated. A permit application has been
completed and is enclosed, along with a check from the owners for the sewer permit fee. If
you have any questions, please give me a call at the above telephone number.
Sincerely,
5 Encl. (as)
cc Jason Miller, w/encl.
Paul E. Pinard, P.E.
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TEST HOLE #
JOB NUMBER:
LOCATION:
FIELD STAFF:
DEPTH FEET
1
2--
3--
5 v
10 ·
11
12--
13--
14 .
15
16
PINARD ENGINEERING
P.O. Box 871347 Wasllla, AK 99687
(907) 357- ENGR (3647)
TEST HOLE LOG / PERCOLATION TEST
1 DATE: 9/26/00
00-128
Lot 92,.S30, T15N, RIW,
PJ Pinard
SM
SLOPE
_~. 0 - 3%
SOIL TYPE
PT
of.
SM - decreasing
silt w/depth
SITE PLAN _ ~..~]..(
G--Existing well
abandoned
TH
#3
TH
/&TH #4
#1 A
Exist. House
- to be
TH #2
East Lake Ridge Drive
Was Ground Water Encountered? (~) / No
If YES, Depth to Ground Water. 5 o 1 ' on
10/4/00
BOH
PERCOLATION TEST DATA
PM A Time Measurement Drop In Level Pert Rate
~me (minCe) (Inch.) (l~h~) mln. ll~h ~mments
1:2! -- 5.00 --- Fill Perc Hole
1:55 30 7.06 2.06 Refill. Perc Hole
2:25 30 6.88 1.88 Refill Perc Hole
2:55 30 6.88 1.88 Stop Test
PERCOLATION RATE 1 6 min/inch ':~'-~.'~-;-":"
.. ':,..'---"
PERC HOLE DIAMETER
TEST RUN BETWEEN 3 FT "' "".' ~ ~~~~
and 4 I~T ~'"~'E PTH '
COMMENTS: ~ero Hole ~=esoa~e~
~xcavat~on o~ the ~.
TEST HOLE# 2 DATE: 9/26/00
JOB NUMBER: 00-128
LOCATION: Lot 92, S30, T15N, R1W, SM
FIELD STAFF: PJ pinard
PINARD ENGINEERING
P,O. Box 871~47 Wa$111a, AK 99687
(907) 357- ENGR (3647)
TEST HOLE LOG / PERCOLATION TEST
DEPTH, FEET SOIL TYPE
PT
SW
SP
SW
BOH
2--
3--
4--
5--
6-~
,v
?
8
9 ,
10 ' v
11
12 .
13 ,
14
15
16
SLOPE I
j 0 - 3%
SITE PLAN
Existing well - to be
.abandoned
TH #3 /
TH #1
Exist. House
--TH #4
· . TH #2
%
East Lake Ridge Drive
Was Ground Water Encountered? ~ / No
If YES, Depth to Ground Water. 6.7 ' on 1 0 / 4 / 00
PERCOLATION TEST DATA
PM A Time Measurement Dcop In Le~l Perc Rate ..
31me (minute) (inches) (inches) mln. I Inch Comments
1:2E -- 6.00 -- Fill Perc Hole
1:3~c ':1'1 .* 13.'38 7,38 .~efill Perc Hole
1:55 16 13.38 7,38 Refill Perc Hole
2:11 16 13.38 7.38 Refill Perc Hole
2:2; 16 13.38 7.38 Refill Perc Hole
· PERCOLATION RATE 2.2 min~nch -,--':i~-:'.' ".'~~~..?~
-'T,' . '~;.'-"
and 4 ~ in DEPTH ' .'"'
COMMENTS: ~erc Hole presoaked e 9.'30~~~.~'/
~. w~ ~oun~ e ~0' ~ur~n~
excavation of the TH.
TEST HOLE # :~ DATE: 9 / 26 / 00
JOB NUMBER: 00-1 28
LOCATION: Lot 92, S30, T15N, R1W,
FIELD STAFF: PJ Pinard/P. Pinard
DEPTH, FEET SOIL TYPE
m
10 .
11
12 .
13 .
14 ,
15 ,
16
V
PT
OL
PINARD ENGINEERING
P.O. Box 871347 Wasllla, AK 99687
(907) 357. ENGR (3647)
TEST HOLE LOO I PERCOLATION TEST
SP - Coarse, w/some
rock
BOH
SM
ISLOPE I
SITE PLAN
SEE SITE MAP ON LOG
FOR TH #1
Was Ground Water Encountered? (~/No
If YES, Depth to Ground Water. 4.9 ' on I 0 / 4 / 00
PERCOLATION TEST DATA
A Time Measurement Drop In Level Perc Rate ..
Time (minute) (inches) (Inchas) min. I Inch Comments
.'
COMMENTS: 0o WT encountered dur±n'~'""'~i~'~;.... M?9, ..,.~!'~
bedrock.
TEST HOLE# 4
JOB NUMBER:
LOCATION:
FIELD STAFF:
PINARD ENGINEERING
P.O. Box 871347 Wasllla. AK 99687
(907) 357- ENGR (3647)
TEST HOLE LOG I PERCOLATION TEST
DATE: 9/26/00
00-128 SLOPE
Lot 92, S30, T15N, R1W, SM
PJ Pinard/P. Pinard
DEPTH FEET
6
7
8
9'
12--
13--
14
15--
16
PT
OL
SOIL TYPE
SP - Coarse, w/some
rock
BOH
SITE PLAN
SEE SITE MAP ON LOG
FOR TH #1
Was Ground Water Encountered? (~ / No
If YES, Depth to Ground Water. 5.5 ' on 1 0 / 4/00
PERCOLATION TEST DATA
A 'l~me Measurement Drop In Le~l Perc Rate
· me (minCe) (inch.) (Inch.) min./inch Comments
3:10 -- 5.50 -- Fill Perc Hole
3:24 14 13.00 7.50 Refill Perc Hole.
3:39 15 13.00 7.50 Refill Perc HoleI
3:54 15 13.00 7.50 Refill Perc Hole
4:09 15 13.00 7.50 Stop T~st
TEST RUN.E'I'WEEN . 3.5 FT ' "'~;~~~}
and 4 .~ FT in DEPTH · . ~. ~Z~.~ ~
COMMEN~S: ~O W, encounter....~.~' "~;;;~.. ~"~"~ ...<~t~'
. · ~o ................... ~ '~,
excavation. ~O. ~ ~=~.r_,,~a ~~"
bedrock.
F
R
O
M
REPLY
~__F(~'~__. 45 472
SIGNED
SEND PARTS ! AND 3 INTACT -
PART 3 WILL BE RETURNED WiTH REPLY.
DATE /
cilrbanle~s POLY PAK (50 SETS1 4P472
QnitclaJm Deed
Page 3 of 3
~"ED 12:30 FAX I 907 690 3297
WAIL BOXES ETC
Ancho e
POUCH 6-650
ANCHORAGE, ALAS;iA 9~;502
(907) .7.78-45,31
GEORGE M. SULLIV,~I',I.
MA YO R
DEPARTMENT OF hEALTH AHO ENVI;:IONMEN'TAL PROTECTION
Environ, mental Ssni?atlon Dl¥1$1on
{2510 Eas~ Tudor Road)
October 21, 1976
~000
TO WHOM IT MAY CONCERN:
SUBJECT~ On-site well servi.ng lot 92 section 30 T!5N R1W
The subject lot has an. approved well on site that was drilled
in October-21, 197'3.
If ~here are any questions, please contact the undersigned.
GreaTer ANChOrAgE ArEA Borough
DEPARTMENT OF ENVIRONMENTAL QUALITY
TELEPHONE 274-456 !
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.
LEGAL
DESCRIPTION
FINANCED THROUGH TO BE
PHONE
, OTHER
rALID WITHOUT $OIi
LLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREME TS
SEPTIC TANK ~ I
OF
WATER M/ TO SEPTI 4K
DRAIN
SEPTIC TANK
TO RIVER, LAKE. STREAM.
CAST IRON INTO AND OUT
EXCAVATION 5 FEET I
., SEEPAGE PIT
SEPTIC TANK AND
~ISTURBED SOIL.
4 INCH IRON SIPHON PIPES ON SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
OR
I CERTIFY THAT [ AM FAMILIAR WITH THE REQUIREMENTS OF GRE ANCHORAGE AREA BOROUGH ORD NANCE NO 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. '
Russell Oyster
694 2774
Soils Er Foundations
GEOTECHNICAL Er DEVELOPMENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
SOIL LOG
Performed for: Name: ~/~/ C~ffx~/A/~/ Tel. No,
Hatllng Address: ~ ~. ~~ ~'~ ~
'Legal Description: ~~ ~, ~c~ ~/~ ~ ~/~
Depth (feet) /~ ~/ So~] Character~stlcs
1
8
ll
Ground Water ~ncountered: Yes
No ~.~m~ If yes, what de
Proposed Installation: Seepage PiK~
Drain Field
Comments',
Earl EII/s
688-2280
Land Development
Performed by:
Date:
J: 5-_
January 5, 1978
Monte Miller
Star Route B Box 545
Chugiak, Alaska 99567
Subject: T15N R1W Section 30 Lot 92
Permit #77488
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal ordinance.
If you have drilled the well, a well log should be sent
to this department to document the installation date.
If there are any further questions, please oontact this
office at 264-4720.
Sincerely,
Health and Environmental Protection
Sewer and Water Section
Note: A well log has been received for the above property.
Ju~e 6~ 1977
Monte }.~iller
Star Route A Box 545
Chugla]., Alaska 99567
Subject: Permit ~p~ation
Dear Mr. Miller:
A per~.lt issued by this depart~l~nt for well and/er on-site
se~.~er ~%stallation on L~_~9~2 Seeti~o~n._30~T.l~SN~!~has
expired since the issue dat~u~c~d~ '5~2 (~} year.
In the event you still plan to install the well an(t/or on-site
sewer system, a nets pe-~T~.~it is requi~edo The or3_ginal soil test
may be used to obtain a current permit.
If t3~e well has been drilled, a w(;ll log should be sent to
this department to doc%r~ent the installation date.
If you have any questions regarding the above matter, please
do not hesitate to contact this offic~ immediately at 279-251!,
extension 224 or 2~.5.
Sincerely,
Les N. Buchhotz, R. So
Sanitari~x
L~B. 1 j h
~UNICIPALITY OF
DEPRRTMENT OF HERLTH RND ENYIRONMENTSL PROTECTION
25i0 E. TUDOR RD., RNCHORBGE~ BK. ~9507
O~I--5ITE 5EHER PERMIT
76152 >
RPPLICRNT
LOCRTION
LEGRL
MONTE MILLER
E~E DR
L92 SEC ~0 TiSN
SRR BOX 545 - CHUGIRK
LOT SIZE
688-27~5
2446t9 SQUARE FEET
TYPE OF SOIL RBSORBTION SYSTEM IS: PIT
MRXIMUM NUMBER OF BEDROOMS =
E REQUIRE~ SIZE OF THE SOIL RBSORPTION ~YS -- /
DEPTH= 9 LEF~GTH= 29 G~R~¢L DEPTH= 4
_
THE LENGTH DIMENSION IS THE LENGTH~F~T> OF ERCH SIDE FOR R SEEPRGE PIT.
THE DEPTH OF R TRENCH OR PIT I~ TH~_~!~ BETWEEN THE SURFRCE OF THE
GROUND RND THE BOTTOM OF THE EXCRVR~ION ~t, IN FEET>.
THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF~ GRRVEL BETWEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE EXCRVRTIO~~>.
RE~Li I RED 5EF'T I C TR~F 5 I ZE= le~ GRLLOt~5
~RCKFILLING OF 8N~ S~STEM NIT~
~'~INIMUM DISTBNCE BETWEEN 8 WELL~ND
100 FEET FOR 8 PRIVRTE WELL OR ~O~FEE~FOR 8 PUBLIC WELL.
SPECIFICRTIONS 8ND CONSTRUCTION DIB~S 8RE 8YBILRBLE TO INSURE PROPER
I NSTBLLRT I
PERF11 ']' '¢RL I D FOR ONE '¢ERR FROM I 5SLIE
I CERTIFY THRT
l: IRM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RS SET
FORTH BY THE MUNICIPRLITY OF 8NCHORRGE.
2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES.
~:' I UNDERSTAND THRT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THBN ~ BEDROOMS.
RPPLICRNT MONTE MILLER