HomeMy WebLinkAboutHIDEAWAY HILLS BLK 1 LT 7
' MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
Environmental Health Division
. 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
DISTANCES ~) O ~. ~, ~ A -O?
,ar~e///,~/~/~. ~5-/~ o'f/' SEPTIC ABSORPTION
,ddre~ ~ TANK FIELD WELL
LEGAL DESCRIPTION
t i..oc,/
~t ~ ~"'/ FOUNDATION
Township, Range, Section /
AS-BUJLT DIAGRAM (Show location of welD, septic system, properly lines, foundation,
~ SEPTIC ~1~"~7 ~ HOLDING / ~1'1 ..J~
~/~A~
Manufacturer Capacity in gallons
Material / No. ol Compa~ments / /~ )~ ~ .
TYPE OF 8YSTE~ _
~TRENCH ~ BED ~ W. DRAIN ~ OTHER
Depth to pipe bottom from Total depth from original grade
;ill added above original grade Gravel depth ~neath pipe
GrAvel length//~ FT Gravel width ~ FT
Total absorption area Distance between lines
~ SQFT ~/" FT o '- / I11
Installer ~ ~g~ -~ 'Z?~ Date Installed
~ Ot~~ WELLS
Classification (A,B.C) / ~ FTiI Cased ,o FT
In )ato In*tallo~:
Scale: ENGINEER'S SEAL
i ~' ~ ~ ce~ffy Iha~ lhis inspe~ion was pedormed accordina ~o ~11
Mu.icipa~ and State guidelin~ in effect en this da/e: /~1~1~
p : .... Date: ~ ~ Q 0
/
72-013 (3/85)
water su~ly, either public dr private.
(c) All sewage treatment plants should be provided with at least
· minimum of la~oratory equiDncnt should be ~3~clud~,d in the specifica-
tions, as well as incorporat~ng space on the plans of the control
building or other suitable building at the plant.
'(d) The sewage plant layout should ~clude adequate control
~-~n~o!es s-.~d unit by-pass~e to facilitate maintenance and operation.
~ner~%~er practicabl~ each treat;u~nt unit ~hou!d bs provided with a
by-pcss ~zou~d ~he unit to t'~sure at l~ast partial treatment of the
s~ d~L-~ p~ritds '~en ~lits zust be taken out of se~,ice for
~L~n~c~ or rspuir.
(e) Eve~ consideration should be given to the design of the
~ trs~ent pl~t for th~ el~tion of possible asphyxiation,
9~lomion ~ physical haza~]s in ~d about the plant, includh~ first-
a~ kit~, gas ~sks, ~ other s~ety appl~ces.
f
331. Et~-~rdm U~c~ In Evaluation Of Adequacy Of Suppli~d
~aeili%i~ ~ Servica~.
The foll~,.~ing mmmuais of se~ge and' industrial wastez practice
..... C,, fac'ilit ie~
b~ u~¢d f~r evaluation .of thc ~dequ~ .~ of and ~ervices
are avaJ]sblo from the Federation of Sewage and Industrial Wastes
As~c~tions, ~35 WisconsL~ Averred, N. W.~ h'a~h~ton, 16~ D~ C. :
Title Price
~afety in Wa~t~water %{orks $1o50
~uuicipal Sewer Ordin~mcss 1.50
ChlorL~ation of Scw~ and Industrial Waotes 1,25
A~ D~ion ~ S~wage Works 1,25
~it~ of ~r~o~ion for Waste ~d ~ao'b~ Treatment ~50
~ew~ge %~atm~nt Pl~t Dssi~ 7~
De~ ~d C~nst~ctlon of Sanitax~f smd Sto~ S~rs 7~00
~s fo~L%~ ~tandards m~T also be used s~'~ are avai!~bl~ from
~ ~riczu ~i~ty for Tes~
Re~ Prmctics for In~ta~L~ Clay 8~wer Pipe
$~a~ S~c~icatione for Oaot Iron So~ Pipe and FittinSs
St~a~ Sp,:c~'ic~tion~ for E~orood ~on~y,~'~o S~w~? Pipe
~ic-T~k ~actico~'~ U. S. Dcp~rtmont of H~alth~
~LntLug ~ffioe~ Wa:~n~[;ton
~licit~n ~f~. ~2,]~ zn official r~porb of tho Nation~l
effectively. Underground pollution
direction as the normal movement
Ground water moves in the direc-
'. water table, i.e., from the area of
: water table. In general, the water
the ground surface. For this reason,
~hill from wells or springs. Sewage
contatninate wells having higher
elevations of disposal systems are
. of water in such wells as may be
· om a disposal system on a lower
wnward to the water bearing stra-
It is necessary, therefore, to rely
~rces wi~h lower surface elevations.
', distances for protection. Tanks
from any source of water supply;
'here possible.
~ted within 5 feet of any building,
ring construction or seepage may
t not be located in swampy areas,
eneral, the tank should be located
be available for the disposal field.
~ the location from the standpoint
public sewers may be installed at
a~ade in the household plumbing
Efftuent.--Contrary to popular belief, septic tanks do not accomplish
a high degree of bacteria removal. Although the sewage undergoes
treatment in passing through the tank, this does not mean that infecti-
ous agents will be removed; hence, septic tank effluents cannot be
considered safe. The liquid that is discharged from a tank is, in some
respects, more objectionable than that which goes in; it is septic and
malodorous. This, fiowever, does not detract from the value of the
tank. As previously explained, its primary purpose is to condition the
sewage so that it will cause less clogging of the disposal field.
Further treatment of the effluent, including the removal of patho-
gens, is effected by percolation through the soil. Disease producing
bacteria will, in time, die out in the unfavorable environment afforded
by soil. In addition, bacteria are ~lso removed by certain physical forces
during filtration. This combination of factors results in the eventual
purification of the sewage effluent.
Capacity.--Capacity is one of the most important considerations in
septic tank design. Studies have proved that liberal tank capacity is not
only important from a fimctional standpoint, but is also good economy.
The liquid capacities recommended in Table 5 allow for the use of all
household appliances, including garbage grinders.
Table &--Liquid capacity of tank (gallons)
[Provides for use of garbage grinders, automatic clothes washers, and
other honsehold appliances]
Number of bedrooms
2 or less ....................................
Recommended
~ninimtlm tank
capacity
750
9O0
Equivalent
capacity
per bedromn
37,5
300
250
For each additional bedroom, add 250 gallons.
Specifications for Septic Tanks
Materials.--Septic tanks shoulci be watertight and constructed of
materials not subject to excessive corrosion or decay, such as concrete,
coated metal, vitrified clay, heavyweight concrete blocks, or hard
burned bricks. Properly cured precast and cast-in-place reinforced con-
crete tanks are believed to be acceptable everywhere. Steel tanks meet-,
lng Commercial Standard 177-62 of the U. S. Department of Commerce
are generally acceptable. Special attention should be given to job built
tanks to insure water tightness. Heavyweight concrete block should be
/aid on a solid foundation and mortar joints should be well filled. The
interior of the tank should be surfaced with two ¼ inch thick coats of
29
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;3,: 1t: v,~:i.].l a(:;ll'~¢-:.~)i"e .1:..(::~ al.I. FIC}~.~ arid[~kLa'i:.[.;~ c~t' f~].a~i!.:;a. PeClLi:i.r'i~}~mi~.)l"it.~;, i'(:ii" t.h('.:.:, ~ii.?.rL b?~i:::l-::
~:~u(.}:.)l.~al;:!(::~ ~iliy~i'Li~am I::,n 't.h:i.~ (:ir any ac!.jac:e~n'L c.m n(.:.:.~ai"i::)y ].(:;)t.,,
~].~iii(::) Lu-'~cl(ar~;rLa[~nc:l 'Lh,?:d:. 'Lh,:.:e c:a[;)~,'~(::::i.'Ly (::)¢ 'Lf'~(~ 'L(~'La]. ~[~ys?L(.:em :i.~il 4 l::)(.):.)(::iJ"(::i(::irii~i5 ar'id
~.~::,,..~,~:,~ ~ x,~ A~~_~ ./~ -..:~,...,,~,.....,-. .......
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IiJ
ALASKA E FIUIROFImfflTAL COFITROL SE!RUIC6$, IFIC.
~n~in~rin~I F~ I~.uironmcnl~l Stu~lics
SPECIFICATIONS FOR A TRENCH-TYPE WASTEWATER DISPOSAL SYSTEM
LEGAL DESCRIPTION: LOT 7, BLOCK 1, BIDEAWAY HILLS SUBDIVISION
1.0 GENERAL
1.1 The Drawings, sheets 1 thru 4, shall be a part of this
specification.
1.2
All materials and workmanship shall meet the
requirements of the Municipality of Anchorage,
Department of Health & Human Services (DHHS), the
conditions of the permit, and all applicable rules
and regulations currently in effect.
1.3
All elevations and depths are advisory, and are to
be verified or modified in the field by the
engineer or inspecting agency.
1.4
It is the responsibility of the property owner or
installer to adhere to approved designs for
installation, maintain the specified separation
distances, and have the appropriate inspections.
1.5
It is the responsibility of the property owner or
installer to report to the engineer any observed
conditions which would put the sytem in violation
of state or Municipal regulations.
1.6
If the installation is not inspected by an AECS
engineer, AECS will not be responsible for the
installed system. An engineer at AECS should be
consulted prior to construction to determine the
number of inspections that will be required and to
explain what these inspections will involve.
2.0 SEPTIC TANK
2.1
If there is an existing septic tank, it may be
used it if meets the capacity requirement for the
residence and the approval of the MOA.
2.2
The septic tank shall be a UPC-approved
two-compartment tank, constructed of 12 gauge
steel with bitumastic coating and set level on
undisturbed soil. If the tank is buried at a
depth of 4 feet or less, it must be insulated with
an overlying layer of 2 inch burial type
polystyrene rigid board insulation.
2.3 The septic tank and trench shall be a minimum of
1412 ~V(~s'~ 331~b c~vcnu6 · Ancho~zG6, A[zskz 99503 · (907) 279-5553
2.4
2.5
2.6
2.7
100 feet from any private well or body of water,
180 feet from Class "C" wells, and 200 feet from
Class "A" or "B" wells, unless otherwise
specified. Less than the required separation distance
must have prior approval or waiver by ADEC or MOA.
The septic tank shall be a minimum of 5 feet from
the house foundation, and a minimum of 5 feet from
the absorption area.
Piping shall be fitted with a mechanical
watertight calder coupling on the outlet and inlet
of the septic tank. Piping shall be 4 inch solid
PVC ASTM D-3034 or cast iron, sloped a minimum of
1/4 inch per lineal foot. If the piping is buried
at a depth of 4 feet or less, it must be insulated
with an overlying layer of 2 inch burial type
polystyrene rigid board insulation.
Cleanouts shall be installed as designated and
capped with air-tight rain caps (Jim Caps or
equivalent), and extended a minimum of 1 foot
above ground level.
If a lift station is required it shall be a
combination lift station septic tank per Anchorage
Tank and Welding, Inc. design. Specifications and
design drawings are on file with the Municipality
and the engineer,
3.0 ABSORPTION AREA
3.1
The gravel for the trench shall be 0.5 to 2.5
inch, screened rock with less than 8 percent
passing the No. 200 sieve. All substitutes must
have prior DHHS approval.
3.2
The bottom and sides of the excavation shall be
raked with the backhoe blade to ensure that it has
not been compacted during excavation. The bottom
elevation shall be level.
3.3
Monitor standpipe(s) shall be placed as shown in
the drawings, and shall be 4 inch rigid PVC ASTM
D-3034, or cast iron. The section shown with
holes may be 0.§ inch holes drilled on 6 inch
centers on opposing sides of the pipe, or a
regular section of perforated sewer pipe clamped
to a solid section with either a no hub coupling
or a solvent jolnt. A rubber rain cap (Jim Cap or
3.4
3.5
3.6
3.7
equivalent) shall' be installed over the top of the
pipe.
The distribution pipe shall be perforated 4 inch
PVC with a minimum crush strength of 1500 pounds
and shall meet the approval of DHHS for use as
drainfield pipe. Ail distribution pipes shall be laid
level.
Trenches may be paralleled, but must have a
minimum separation distance between the trenches
of 10 feet or 2 times the gravel depth (which ever
is greater). 75 feet is the maximum allowed
linear length of any trench.
If the final grade over the trench is less than 4
feet above gravel, insulation is required, using
burial type polystyrene rigid board insulation.
There shall be I inch of insulation for every foot
of soil less than the required 4 feet of cover,
but there must be at least 24 inches of soil cover
even though insulation is used. The solid pipe
extending from the septic tank to the drainfield
shall also have a minimum of 4 feet of cover or an
equivalent layer of insulation to prevent freezing
of the line.
If insulation is not necessary, the gravel shall
be covered with a layer of nonwoven 6eotextile
fabric (such as Mirafai, Fibretex 200 grade, Poly
Filter X or equivalent).
4.0 INSPECTIONS
4.1
A minimum of two inspections are required for the
installation of the trench. The first inspection
will be of the open excavation to assure that the
system is installed in the proper soil strata,
correct depth and meet minimum specified design
parameters.
4.2
The second inspection will be after placement of
the gravel, monitor standpipe and distribution
pipe to verify proper installation and position
prior to backfill.
4.3
The inspection of the septic tank installation can
be incorporated with any one of the above listed
inspections.
4.4
The lift station will require either an MOA
electrical inspection or certification by a
licensed electrician, depending on whether the
building code applies to this part of the city,
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
CHECKED BY
SCALE = ~D
DATE
ALASKA ENVIRONMENTAL
CONTROL SERVICES, INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
Jo. .Z .2 R / b/~d~ ~/, II$
SHEET NO. ~ OF
CHECKED BY DATE
SCALE
', ........... ~ ............ i ............. i ....... iTM ~ Y "~ ...... i ~ i' .................. i ..... i ~ ~ ~ ............. ~ ........... ! .............. i ......... i .........
i f' ' i ..... i i ~ .......... ' ', ~ ~, ) ! i ......... i i i ..... ! .......... i ........... ~ ...... i ! ..... ? t i i
. i ! ......... i.. ! i i~ ~4~.~.~...i_~.!~.~.~ i~,~-~ i~i,~ ~,~I~C~., ~ ~ '~ :
......... ~ ............. ~ ............. ~ ........ ~ ....... ~.~.~ ~.. ...~.~......~..~ ~ ~,~ ~..~.~ ~.~ ~ .~.~,~... ~......~ .........
...... ~ : ....... : ............ :. ............. ?.::.......:::::.:.::~ ?.: ............. : ......... : ......... : ....... : .........
: : ............ : ............. ~ .......... : .......... :..:z::......:.:...:_.:::,: ~: ?:::$::::~.~:¢_ ::_~:~ ~ ....... : ........... : ............ ~ ........... ~ ....... ~ ........... ~ ............. : ........... : ~ ....... ~ I
~ ~ ............. ~ ............ ~. ....... ~ ................. ............. ~ ........... ~ ........ ~ ~ .. ;~ ~.~.~.~..*.....~ ....... ~ ...........
......... ~. ............ ~ .............. ~ .............. ~ ............ ~.:.........~ .......... ~-~. ~ ....... ~...A ........ ~ ............ ~ ........ ~ ................................... ~~~~ ............ ~ ~...~ ..........
............ ~ ............ ~ ...... ~ ......... ~ ........ ~ ~ ............ ~ ........... ~ ........... ~ ........... ~ ~ ....... ~ ...... ~5~;.;,;;,~..~.~? ...... ~ ........
~ ........... ~ ........... ~ ............ ~ ........................ ~ ~ ........... ~. 7~.[%~&~:~: .......... ~ .........................
PERFORMED FOR:
LEGAL DESCRIPTION:
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Municipality of Anchorage
DEPArtmENT OF HEALTH & HUMAN SERVICES
825 L' Street, Anchorage, Alaska 99502-0650 .,~~~'~/~
-- .ERCOLAT O. T ST
~ ~ DATE PERFO~~/'~
~ [~ ~ Township, Range, Section:
/ SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth tn Water After
Monitoring? ~ ~' ~ Date:
Reading Date Gross Net Depth-~ ~ Net
Time Time Water Drop
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~7/ FT AND ~,~" .FT
COMMENTS
PERFORMED BY: ~ ' /'~P- / ~/ I - CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
DIVISION OF ENVIRONMENTAL SERVICES
343-4744
Parcel I.D. #
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
1. GENERAL INFORMATION (Must be completed prior to submittal)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (a~lres§ bi' ditegtib~}.
(b) Properly owner , ~ ~ Telephone: (home) ~
(c) Lending In~tit~U~ .... " ' Telephone
Mailing Address
Business
(d) Real Estate Company and Agent
Address
Telephone
(e)
Mail the HAA to the following address: (or check here~'~]~ if hold for pick up.)
List contact person and day phone number below:
TYPE OF RESIDENCE
Single-Family~ Number of bedrooms ~
WATER SUPPLY
Individual Well [] Community [] Public~X
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to th legality and status.
SEWAGE DISPOSAL
On-site,~' Public [] Community [] Holding Tank []
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legailty and status.
72-025 (Rev. 7/88) Page 1 of 2
5. E-NGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of th is
Health Authority Approval 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 flies 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 ~'~'~--,.~ ~-'~ Telephone ~'~
Address ' '
Date ~
6. DHHS APPROVAL
Approved for ,Z~ bedrooms by
Approved .~.. _'Disapproved
Terms of Conditional Approval
· ~~-~'~~ Date
Gonditional --
The Municipality of Anchorage Department of Health and Human Services (DHRS) issues Health Authority Approval
cerificated 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.
72-025 (Rev. 7/88) Back Page 2 of 2
WELL DATA~
Well Classification
Well Log Present (Y/N)
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
CHECKLIST - FEBRUARY 1984
343-4744
Legal Description:
Date Completed
If A, B, C, D.E.C.~proved (Y/N) __
;,°~,ilc~NeaPttehr Level Casedto Dep_th of Grouting
Casing Height Above Ground : _ ~ _Sac~aC,y Se.al on C, asing (Y/N)
Electrical Wiring in Conduit(Y/N) , , ~l~.epression Around Wellhead (Y/N)
~P~e~::/IOHo~d~TT.~CkEo;;RotQMWELL:~':/~'' ; on Adjoini'ng Lots
To Nearest Edge of Absorption Fi:~Lot _ __ ;On Adjoining Lots _
To Nearest Public Sewer Line .// To Nearest Public Sewer Cleanout/Manhole
To Nearest Sewer~'e Line on Lot _ _
Water Sample ~.c'ffed .by _ _ ; Date
Water Said'est Results
Co/~ts
SEPTIC/HOLDING TANK DATA
/
Date Installed ~ / q~,E., Size /C, OO No. of Compartments
Standpipes CN) Air-tight CaPs ~)/N) Foundation Cleanout (Y/I:¢~
Depression over Tank (Y/(~) Date Last Pumped ,~'//~,/~?'.
Pumping/Maint.?ance Contact on File (Y/N)
;for
Holding Tank .High-water'"'~;larm (Y/N) /~f//,¢~ Temporary Holding Tank Permit (Y/N)
SEPARATION DIS~ANCE.¢'ICP~..M SEPTIC/HOLDING TANK:
/
TO water. Supply ~e :,~ ~'~.:t.'?.~.. z.o ~ To Building Foundation
To Property Line .... .~ ~ To Disposal Field ~- /
. ,-..~: ..,,:~':;' '~..". k,..~ .~ /
To Wa:tdr Main/Servide- E'ln6., ;: ? /
· -' ' .... '~ Zoo /
To Stream,, P~nd, Lake br Major Drainage Course /
Comments '~'~ 1~ ~ ~: F/'''' g~ 4¢ ~.. ~¢-~ ,~ d' , l~., ,,';lb /~,~1/~/ . / ¢ ~ ~¢ ~ /0 oo 2~.///~,.,
'.f' .,::z. .
72-026 (Rev. 7/88) Front Page I of 2 :
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed __
Width of Field
Square Feet of Absortion Area ,
Depression over F'ield (Y/~
Results of Last AdequacyU"Test
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water-Supply ~Nell
To Building Foundation
Lot _,) : '~" /
To Water Main/Service Line
Type of System Design ,.7~¢~
Length of Field ¢ ~'- /
Depth of Field /O /-
Gravel Bed Thickness ~¢ /
Statndpipes Present ~)N)
Date of Last Adequacy Test
/t/~.~,, / ¢ ¢2.
/
To Property Line / ~/
To Existing or Abandoned System on
To Stream, Pond, Lake, or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
; On Adjoining Lots ,,~ ~--o
To Cutback (if present)
Comments
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for __
Dimensions ~
Pumping Cycles during Adequacy Test.
Meets MOA Electrica~
Comments
**Check Permitted Bedroom Rating Against HAA Request**
I certify that I have checked, verified, or conformed to all MOA and HAA guideline~
inspection. .~_.~ ~- ~ ~.~
Signed ~-~-~'~'~'d//- ~ ~¢ I
Company "¢~4!', ~
Date ~¢¢ '~
MOA No. F2 ~?~ ~
Date of Payment __ /¢ A3--F ~ / Waiver Fee:$
Amount: $ /.~ ~- ~ ~ Date of Payment
72-026 (Rev. 7/88) 8ack Page 2 of 2
date of this
~ ~~:, r's Seal