HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE BLK 3 LT 7
itYo
Ar ehorage
P.O. BL ~96650
ANCHORAGE, ALASKA 99519-6650
(907) 343-4200
Xr~K~A~X4%~ Tom Fink,
MA YOR
DEPARTMENT OF HEALTH & HUMAN SERVICES
January 8, 1988
Suzanne Rogers
5145 O'Malley Road
Anchorage, Alaska
99516
Subject: Lot 7 Block 3 Mounta~i~sid~-'~[[lage Subdivision
Permit #870301, T~ #020-172-2~
A permit issued by this Department for an individual[ well
and/or on-site sewer system has expired as of December 31,
1987.
Permits are issued on a calendar year basis by authority of
Municipal Ordinance. A new permit must be obtained from this
Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent to
this Department for documentation of the installation and to
close the permit.
If a private engineer inspected the installation of the on-site
sewer system, the original as-built inspection report (three-part
form) must be sent to this office for review and approval, and
for documentation.
Effective January 1, 1988, a new fee schedule is in effect.
When re-applying for a new permit, the new fees are; $90.00 for
an on-site sewer permit; $50.00 for a well permit; $140.00 for
a combined[ sewer and well permit.
If there are any further questions, please call this office at
343-4744.
S~rely, //~
Program Manager
On-site Services
RWR/ljw
enc: Copy of Permit
£',~'f
..:,
ALASKA I1UIROI mE rlTAL COrlTROL $1 I4
OF
~nqineerinq 8 ~nuironmenlol $1udi~s v'~m~8OI~M~)'AL SL'~:Vtc~s t)lVtStON
NOV 0 9 1987
LEGAL DESORIPTIO~: LOT ?, BLOOK 3, MOUNTAIN SIDE VILLAGE SHBBIVISIOS -~
1,0
1.1
1.2
1.3
1.4
1,5
2.0
2 2
2 3
2 4
2.5
GENERAL
The drawings, sheets 1 throagh 4, shall be part of this specification.
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.
All excavations and depths are advisory, and are to be verified or
modified in the field by the Engineer or inspecting agency.
It is the responsibility of the owner or installer 'to adhere to approved
design for the installation, to maintain the specified separation
distances and 'to have the appropriate inspections.
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 prier to construction, to determine the number of inspections
that will be reqnired and 'to explain what these inspections will involve.
SEPTIC TANK
If there J.s an existing septic tank it may be used if it meets the
capacity requirement for the residence and the approval of DHHS.
The septic tank shall be a UPC-Approved two-compartment 'bani<, 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 mast be
insulated with an overlying layer of 2 inch burlal type polystyrene
rigid board insulation.
The septic tanl¢ shall be a minimum of 5 feet from the house foundation,
and a minilllUm of 5 feet from tile absorption area.
The septic tank and bed shall be a minimum of 100 feet from any private
well or body of water, 1.50 feet front 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 hy DHHS or Alaska
Department of Environmental Conservation (ADEC).
Piping shall be fitted with a mechanical watertight calder coupling on the
out]et and inlet of the septic tank. Piping shall be 4-inch solid PVC
ASTM [)3034 or cast iron, sloped a miuimum of 1/4 incll 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 polystrene rigid hoard
1200 I. Ucsl 33rd /~ucnu6. Suite ¢, Anch0raqe. ~10sko 99503 ~'(907) 561-5040
2.6
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3,?
3.8
3.9
4.0
4.1
IVIUNICIPA[ tTy OF
ENVIRONMF. N-iAL 'ffL'RVIcE$ btvt:~'t~;i,v
,\~r)i/0 9 !987
Cleanouts shall be installed as designated and capped with air-tight paJ. n
caps (Jim caps op equivalent), and extend a minimum of I foot abov, e
ground level.
SEEPAGE BED
The sand, if specified, shall have a size distribution which meets tile
requirements of MOA code 15.65.077.
The grave] for the bed sball be 0.5 'to 2.5 inch, screened rock with less
than 3% passing #200 sieve residual. All substitutes must have prior
DHHS approval,
The bottom of the excavation shall be raked with the backhoe blade
to insure that tile bottom has not been compacted during excavation.
The distribution pipe shall be perforated 4-inch rigid PVC witb a minimum
crush strength of 1500 pounds and shall meet the approval of DHHS for use
as drainfleld pipe. All pipes sha]i be laid lewd, and spaced according
to the drawings.
Monitor standpipes shall be placed as shown in the drawings. They shall
be 4-inch rigid PVC ASTM D-3034, or cast iron. The section shown with
holes may be eitber drilled 0,5 inch holes on 6 inch centers on opposing
sides of the pipe, or a section of regular perforated sewer pipe may be
clamped to the solid section with a no-hub coupling or so]vent joint.
Perforated section shal] be located ia gravel ouly. Tile portion of pipe
above the sewer rock sball be solid. A rubber raincap (Jim Cap or
equivalent shall be placed over the top of the pipe.
Insulation is required, using burial -type polystene rigid board
insulation There shall be 1 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 even though insulation is used. The solid pipe extending
from the septic tanl¢ to the drainfield shall als() have 4 feet of cover or
an equivalent layer of insulation combined with soil.
The side walls of 'the sand and gravel shall be lined with visqueen.
The side slope of the mound shall be sloped 1 foot vertical to 3 foot
horizontal un]ess otherwise specified.
The top and sides of tbe bed shall be planted witb a white clover and red
fescue mix or blue grass,
INSPECTIONS
This bed will require a minimum of four inspections. The first inspection
4.8
4.4
4.5
will be of the open excavation, to assure that the system is instailed in
the proper soil. strata, correct depth and meet minimam specified design
parameters.
The second inspection will be performed after sand fill is installed,
but prior to placement of gravel and distribution pipes. This iaspection
will w.~rify that the filler is properly installed, that it meets
specifications and that it fulfills the intention of the design.
The third inspection will be after p]acement of gravel, monitor
standpipes, and distribution pipe, to verify proper installation and
position of pipes prior to backfill.
The fourth inspection will be after final backfill and gl?ading to ensnre
that adequate soil cover has been provided over the bed.
The inspection of the septic tank installation can be incorporated with
any one of the abnve listed inspections.
MUNICIPAl ITY OF ANCHO.?AGE
ENVIRONMENTAL SERVICES DIVISION
]OV 0 9 1987
RE CEIVED
CONTROL SERVICr'" INC.
1200 West 33rd AvenL Suite B
ANCHORAGE, ALASKA 99503
(907) 561,5040
SHEET NO. OF ,
O^~C~^TED S¥ Z' f& 'J D^TE~'/,/",I~' ? _
CHECKED BY DATE
SCALE
~':'/~ 2 -~,zr~' .~¢/~ .,- ~,~ ~ ~-~ /~h'~/r ~
' ",~. SE,(,~Vic. Ee'~,.,',40E
· NOV 0 9 1987
D
ALASKA EI~VII~UI~IM~Pi I l~r.
CONTROL SERVICF' INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
I0'
CALCULATED BY ~' ~ t~CJ DATE /~2/~ ~./~¢) . .
CHECKED BY /J j44 ¢¢a/,.. d/ DATE /// '~/~'~"~ .....
SCALE
CONTROL SERVICF'* INC.
1200 West 33rd Avenb Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
SHEET NO.
CALCULATED BY.
CHECKED BY
OF
DATE
DATE
CONTROL S£RVICFr INC.
].200 West 33rd Avenu · Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
CHECKED 8Y DATE
MUNICIPALITY OF Ak ZHO!~AGE
' ENV1RONM[!N'I'A,t SERVICE~ DI'It,SIO
I',IOV 0:9 1...cj87
ENGI]VEERING GE
Co?~ing and Services, A rcEc-$ubarc~ic
P.O. Box 110186, Ancho'~ge, Alaska 99511
JAMES fl. ROBERTS, P
360 West Benson Blvd,, #207
Anchorage, AK 99503
SOILS LOG - PERCOLATION TEST
SOILS LOG
~'P~RCO LATION
TEST
PERFORMED FOR: ~~,~,~
LEGAL DESCRIPTION:
p4-
2
3
4
5
6
~/~1 7
9
10
11
12
13
SLOPE
UNICIPALITY OF ANCHORAGE
ENI'AL SEF. ViCES DIVISION
NOV 0 9 1,987
!_ x i
\, I
WAS GROUND WATER S
L
ENCOUNTERED? = ~ 0
P
IF YES, AT WHAT
DEPTH? ~/~ ~./~/
RECEIVED
I4
15
16
17
18
19
20
Gross Net Depth to Net
Reading Date Time Time Water Drop
i -
f
CS
ALASKA
~rlUIROFIFTI~rlTAL COFITROL S~RUIC~S, IllC.
~nqineerin~ $ ~nuironmcr~tal $1u~lics
1200 LUesl 33rd Aucnu¢, Suil¢ [~ · Ar~¢horQ§e. Aloska 99503 . (907) 561-5040
TO
~)//-.cs
CONTROL SERVICr- INC.
1200 West 33rd AvenL., Suite 13
ANCHORAGE, ALASKA 99503
(907) 561-5040
SHEET NO.
CALCULATED BY
CHECKED BY
SCALE
/ . oF
DATE
ENGINEERTNG GE6 OGY
Co,r~ulting and Ser~ces, Arct~c-Suba_~_t~.
P.O. Box 110186, A~h~e, A~ 99511
SOILS LOG - pERCOLATION TEST
J.~WES B. ROBERTS, PE, I~LS
360 West Benson BJvd,, ~:z07
Anchorage, AK 99503
?~"~ P'~EP E R CO L A'r I 0 N
TEST
_~/;q 7
8
9
DATE PERFORMED ,-.3~'/~-~' ~-.~
' PLAN
SLOPE
Gross Ne! Depth to
Reading Date Time Time Water Drop
10
11
12
13
14
15
t6
17
18
lg
2O
TEST RUN BETWEEN ~ FT AND
TiST
WAS GROU~O WATER
ENCOUNTERED?
Tom Fink,
Mayor
Municipality of AnchQrage
Department of Health and Human Serwces
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 18, 1993
Mark C. Manning
2213 Crataegus Avenue
Anchorage, Alaska 99508 4029
Subject: Lot 7 Block 3 Mountainside Village Subdivision
Permit #SW920218, PID #020-172-26
The subject permit, issued August 11, 1992 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 11, 1993.
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: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewat~r and well permit.
If you have any questions, please call this office at 343-4744.
s
Smi ,
~og.ram Manager
On-site Services
eric: Copy of Permit
cc: Alaska Water & Wastewater Services
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 PERMIT
PERMIT NUMBER:SW920218
DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES
OWNER NAME:FEDALASKA FEDERAL
OWNER ADDRESS:731 I STREETINSIDE VILLAGE DR
ANCHORAGE, ALASKA 99501
DATE ISSUED: 8/11/92
EXPIRATION DATE: 8/11/93
PARCEL ID:02017226
LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE BLK
T 7
3 L
LOT SIZE: 55996 (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:
2.
3.
4.
RECEIVED BY: ~
WELL IS EXISTING.
INSTALL CLEANOUT AT EACH END OF EACH TRENCH SEGMENT.
VERIFY SOILS DURING INSTALLATION.
PROVIDE MINIMUM OF 10 FOOT SEPARATION BETWEEN ORIGINAL
SYSTEM AND REPLACEMENT SYSTEM.
DATE:
DATE:
Alaska Water & Wastewater Services
"Preserving the Last Frontier"
August 4~ 1992
Municipality of Anchorage
Department of Health and Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Attn: Susan Oswalt
RECEIVED
AUG 5 199
Municipality of Anchorage
Dept. Health & Human Services
Ref: Septic System for Lot 7, Block 5, Mountainside
Village Subdivision.
Dear Susan:
Attached is the application, site plan, and design drawings
for the subject septic system installation. The intent is
to utilize soils data submitted by Dr. Leroy Reid (approved
by DHHS on 11/9/87)~ in addition to pert test results and
water monitoring data I obtained on 6/29/92 thru 7/6/92.
Comments regarding the proposed system are as follows:
1. PERCOLATION AND WATER TABLE DATA: As can be seen from
reviewing the attached percolation tests, test hole
(reserve field area) "perked" at 2.5 minutes/inch, and the
water table was found at 9 feet. Test hole ~2 is located
next to the test hole dug by Dr. Leroy Reid on 5/20/85. At
that time, Dr. Reid did not perform a percolation test on
the accepting soil stratum, so I performed one. It "perked"
at a rate of 5.2 minutes per inch. Dr. Reid did monitor the
water table, and found it to be at a depth of~ij~t, so
I did not re-monitoring the water table. Furthermore, the
· time of year at which Dr. Reid monitored the water table
(5/29/85) was very conservative since it coincides with the
end of "break-up" on the "hillside". I was able to find an
old monitoring tube at the location shown on the site plan
'for test hole ~2. The test hole went to a depth of
approximately 6.5 feet and had no water in it on 7/6/92.
conclusion, we now have "perked" the soil and monitored the
water at both the primary and reserve sites for the septic
system. Because of the seasonal variations in the water
table, I am recommending the proposed design be used for
both the primary and reserve sites. My only exception to
this would be if the water table in the reserve area was
monitored for a one year period, and in particular following
spring "break-up", and it was found that the water table was
deep enough to install a deep trench. As it stands now, the
proposed system is a conservative design for the reserve
field.
Telephone - Fax 338-3246 · 8471 Brookridge Drive ® Anchorage, Alaska 99504
2. SYSTEM DESIGN: The percolation rates in the accepting
stratum for test holes ~1 and ~2 corresponds to an
application rate of 1.2 GPD/sq.ft.. The sand filter layer
has an application rate of 1GPD/sq.ft., consequently, this
application rate controls the design. Since the proposed
home has four bedrooms~ the total design flow is 600 GPD,
and the minimum amount of absorption area is 600 ft2. It
will consist of 2 trenches, 60 feet long each, by 5 feet
wide each.
5. TOPOGRAPHY: The differential elevation of the ground
was "shot" within 100 feet of the proposed absorption
fields. All the slopes were less than 254. There are no
cutbanks within 50 feet of the proposed systems~ however~
'the downward slope to the northwest of the reserve field is
close to the 25~ limit.
4. GENERAL: Because of the large lot sizes, the separation
distances between wells/septic systems on adjacent lots and
'the subject system have been easily met. Rs a result, I am
unaware of any adverse impacts that this installation would
impose on adjacent wells, or septic systems. If you have
any questions, I can be contacted at $~7-6179. -? If all goes
well please call me for pick-up of the permit. Thanks.
Sincer~~
J~G/jag
Hanning4.~ps.
RECEIVED-
AUG .5 1992
Muq,c~pah~y el A~chora{
Dept. Health & Human Sen;
LOT' %, ~boc. Y....'¢'
LDT~.)..BLOr-J,< ,¢ /
AUG § 1992
Oept HeaNh& Human,~
Municipality of Anchorage ~
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG-- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
I
2
3
~c-r'-mH 4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DATE PERFORMEE ~ ~"
Township, Range, Section:
SLOPE SITE PLAN
E IV r ,.r) WAS GROUND WATE"
" ENCOUNTERED?
IG 5 19~,~- ~F YES,ATWHAT
OEPT.? R
& Human ~e v Depth to Water Alter ~ ~
Mon]torlnD? Dale:
Gro$1 Nat Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE '-~' ~' (minutes/inch) PERC HOLE DIAMETER
TEsT RUN R£TwEEN ~ ~tAND j/'~°~c~
PE~FORMEDBY' 3~C ~~ · I ~ ~~ - CERTIFY THAT THIS TEsT WAs PERFORMED IN
72-008 (Rev. 4/85)
5
8
10
12
13
14
17,
18~
20.
PERPORMED FOR:
LEGAL DESCRIPTION:
Municipality of Anchorage ~
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
CEIVED
pab',y O! ~.cl~orag. e
alth & Human Services
DATE PERFORMED:
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED? ~'~ ~'-'~
S
IF YES, ATWHAT ~,O. ~' aL ... t;.~'° ~_~.'rt~ -;~
DEPTH? ' ~"
Oeplh Io Waler AflBr CI /
MonltorlnD7 Dal~
Grosi Nat Depth to Net
Reading Date Time Time Water Drop
~ ~/~ ~ /o ~/~. ~"
u ~/ze ~ /o ~ 4~
. ~
PERCOLATION RATE ~' ~ {minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND ,~l~ ~:~
'~OMMENTS ~-;~0 ~J~5 S~Pt~g I~ ~ ~ ~ ~ Gt. ~,~ ~0
72-008 (Rev. 4/85)
RECEIVED
AUG 5 1992
ept. Health & Human Services
Offers above ground,switChing of
effluent flow in alternating waste
absorption fields
The Hancor Standard
Alternator Valve allows
controlled diversion of effluent
to either of two independent
absorption fields. Its
moveable valve plate is
attached to a handle which is
accessible at ground level
through a covered access
tube. The access tube has a
removable molded plast!c lid
which unbolts to permit
essential periodic inspection or
switching of effluent flow as
required.
The rust-proof, acid and alkali
resistant polyethylene valve is
available by itself or in kit form
with all necessary components
including the access tube and
cover, included in the kit are
step-by-step instructions for
proper installation, which is
essential to the efficient
function of the valve.
The valve features molded
self-coupling collars to accept
4-inch corrugated Channel-
flow® tubing. The inlet collar
of the valve is designed to slip
over 4-inch Smoothwall tubing.
Sealing of the inlet and ground
level access tube is accom-
plished with Hancor Sealant, a
tube of which is included in the
kit.
F~'om : ALPINE DRILL .8, 345 0202
;, ~, Post-It" brand fax transmittal, memo 7671
~qp~-. 24. 1991
DJDI~'rAI~CE ANO DIRECTION FROM ROAD INTERSECTIONS
OWNER OF
D ~e,,o" E] Bo,ed
[~ Irfl~atlon
] Tell Well
I~rPrlT
Mu.ELLfA(paiiiy of / ~chorage
Dept. Health & Hu~ an Serve°,
Sloi,/Meeh 81:e: Length;
Set bllWten fl ond fl,
Bocl~flllln~ Gravel pack _
I0, 8TATID WATER L.EVEL:~fi'
('-'j AbOVe O/~'~ Below land lurfoce
~,1 Y, 2
DOte
Il. PUMPING LEVEL. belaw lin8 lutfdee and YIELD
ft. offer .... hfl, pumping g.pm.
Materiel: ~ Nt~t Cement ~ Olhe~:
PUMP' Jif ovelloble) HP
LenBth of Dj,Dp Pipe ._~ft, 0epooity --
[~ Subm. ~ del [] CenttlfiooI
[~Othe~
14 REMARKS:
IE, WA?£~ WELL CONTRACTOR'S cERTiFICATION: 15, Water Temperature ~e [~ F