HomeMy WebLinkAboutTALUS WEST BLK 2 LT 9Talus West
Block 2
Lot 9
#015-201-19
()
Municlpality of Anchorage .'::,
· Development Services Department
Building Safety Division
On-Site Water and Wastewater Program. 4700 S. Bragaw SC
P.O. Box 196650 Anchorage. AK 99519.~650 Page
w'aw.ci.anchorage.alcus (907) ~43-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number:. ~'/,~'O'1 o' ~ .~ ~ PID Humbert
"'"~ ~'~n r',y /,o'er I Wastewater System: [] New [] Upgrade
n~,..: ~/god 7"oft~' txr/~, A,-,cA 99~1g' ABSORPTION FIELD
LEGAL DESCRIPTION ~.O o,'~,~¢ :~. 3 ~,,
Well: E }q.C/' []New []Upgrade I'g n.
SEPARATION DISTANCES [] septic ri Holding 13 S.T.E.P. ~Other.
from ~ ._~,~__ ,0 Septic Absorption Lift Holding PuNicmr~at, ~-,u~a~./~¢yC(c
T~nk Field Station Tenk Sew~ Une [~ ~ ~:~C' c,~
7/u/ZO~l, Lot~,,¢~' ne,~6' ~ be m~,fne,,( BENCH MARK
hoc ~ .~.ll ~nt$o io toce~vC 0 ~'¢~' na,'l"n_t,~,~} .Co~'n e,' ,O~ 6 erst' ~o Engineer's Stamp
Developme~__Se. rv~c~s D,.~;~a~,~m~ent Approval
Reviewed and approved by: ~. ~'~.~,~X'- Date: II -Z/-
PERMIT NO: SW010234
PID NO: 015-201-19
LOT 8 WELL
-- LOT
R 100'
PAGE 2 OF 2
TALUS DRIVE
SWING TIES:
FROM: COR."A" COR."B" COR."C"
TO:
BIOCYCLE "D" 41' 29' 77'
BED M.T, "E" 58.5' 40' 84'
!
!
/
/
NEW "BIOCYCLE"
~' OIF A~EAT~
,~ ~ '. C.-35~? .' ~ --
N~BEI
LEGEND:
Q PRIMARY SE3-rLING CHAMBER
Q AERATION CHAMBER
LOT 9
BLOCK 2
Q CLARIFICATION CHAMBER
x 18' PRE-EXISTING
SOIL ABS. BED / SOIL ABS.BED
I
SECONDARY DISCHARGE LINE TO
ORIGINAL SOIL ABSORPTION BED
PLAN VIEW
SCALE: l" = 30'
Q DISCHARGE CHAMBER
~ BIOCYCLE COVER MONITOR TUBE~-
4" DIA~ D-3034 / ~.j ~
I*' ,~ *' I1~,~ ~' ~, *' ,~.
X TOP S~D ELEV. 96.2 / /
/
/ x & I~ ~ ~sc..u.6~oso~ ~s~..~.~.v.~6.~'
m ......... ~-~-~. ABSORPTION BED LOT 9, BLOCK 2, TALUS WEST S~
DISC~GE / ~ELEV. 88.7 SEPTIC SYSTEM UPG~DE
PUMP ~ ~ RIGID INSU~TION AS~UILT INSPECTION REPORT
"BIOCYCLE"
TREATMENT UNIT
CROSS-SECTION
SCALE: 1" -- 5'
FLA'n'oP TECIINICAL SERVICES
14530 ECIIO STREET
ANCtlORAGE, ALASKA 99516
SCALE: AS NOTED
DRAWN BY TFM
AUGUST, 2001
· -FI~ : O:~CEL ELECTRIC FI:IX N~. : 3464032 1:~9, 15 2~! ~:Ol~rl P!
MUNICIPALITY OF ANCHORAGE
Development Sen/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
Upgrade
Date Issued: Jul 11, 2001
Expiration Date: Jul 11, 2002
Permit Number: SW010234
Legal Description! TALUS.WEST BLK 2 LT 9 '
Design Engineer: 0019 Flattop Technical Services
Owner Name: Henry Weil
Owner Address: 4800 TALUS DR
ANCHORAGE, AK 99516-2256
Parcel ID: 015-201-19
Site Address: 004800 TALUS DR
Lot Size: 16740 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the consthJction of:
[] Disposal Field [] Septic Tank [] 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 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.
5. The following special provisions.
Date:
Date:
Municipality of Anchorage
Development Services Department
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
(9O7) 343-79O4
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ~:7 t 6'- - ~.o/' -
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size /~ 7~D Acr~
Day phone
Zip Code 9 9 ~-/~'''
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 correct. 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:
Date of Payment:
Receipt Number: (_~ ,~] I!
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
CIVIL & ENVIRONMENTAL ENGENEERLNG * ENERGY CONSERVATION & ANAL~'SB
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) J45.1355 June 20, 2001 ANCHORAGE, ALASKA 99516
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 99519
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 wastewfiter disposal facilities on Lot 9, Block 2, Talus West S/D # 1, located at
4800 Talus Drive. The existing soil absorption bed is no longer able to accept the wastewater load
generated within the residence. A soils log, pete test results, a site plan, design drawings, specifications,
waiver request and well log data are enclosed for your review.
In order to construct this upgrade we need to obtain waivers allowing the proposed "Biocycle"
aerobic treatment unit and soil absorption bed to be installed within 2 feet &the mest property line
common with Lot 8, and allowing the "BioCYcle' tank tO be installed as close as 80 feet from the well on
the subject lot 'and 85 feet from the well on Lot 8.' Please refer to the attached waiver request.
The proposed residual disposal bed will be constructed in the vicinity oftest hole # 1. As can be
seen from the soil logs, the native material between 5.0 feet and 9.5 feet below ground level is slightly
silty sand with a measured perc rate of 4 minutes per inch. Using a soil application rate of 4.0 gpd/sq, fi.
as called for in currently accepted guidelines for. Category II Advanced Treatme~}t~Sffftems, this~ ti'-
bedroom residence requires an effective absorptton area off~cx 150)/4.0 = l~t~squ~e feet. The
proposed 20-foot long by 15-foot wide bed has a bottom area of 300 square feet which corresponds to a
soil application rate ofl~llan~2 gpd/sq, ft. To promote the longevity of the residual bed, it will be
underlain by 2 feet &coarse MOA filter sand and the backfill above the sewer gravel will be three feet
&sand and topsoil (without rigid insulation) to enhance oxygen transfer through the soil. To further
maximize the longevity of the wastewater disposal system, provision have been made to allow periodic
switching &the "Biocycle" effluent back to the present bed alter it has had a chance to dry out and
partially rejuvenate itself..
The natural topography of the lot in the area of proposed construction slopes gently down towards
the north and west. Except as discussed in this waiver request, the proposed project will have no known
significant impact on present or future water supply and wastewater disposal systems serving adjacent
properties, nor will it have any significant impact on reserved space-surface and subsurface, or on
drainage. Please give me a call at 345-1355 ifyou have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
LOT 6, BLOCK 1 LOT 5, BLOCK 1 LOT 4, BLOCK 1 /
TALUS WEST S/D
¢
, , ~ ~ T~US DRIVE , , ,,
~WELL , ,
~I'//} ~ ~ ~ R 1~' : ~ : WELL ~
SEPT C~ , ....... X ,
.--¥1 Io..~-~- ~-,I ,
..................... .... .................................
X ~ ~ ~ AB~DON ~ISTING SEPTIC
SOIL ~SORPTION BED ~ ~ RETNN ~ISTING SOIL ABS. BED
W. 2.0' FILTER S~D UNDER GVE ~ FOR POSSIBLE RECONNECTION
TO "BIOCYCLE" DISC~RGE
, LOT 7~CK 1 X
~- ~, LI~CP~KS~ ~ LOT8, BLOCK1
LOT 9, BLOCK 2, TALUS WEST S~
~ ~ ~l~o~ ~. ~: E SITE P~N
~ %~- ~ ~,--~' ~OP ~CI ~C~ SER~CB 1 INCH = 50 FEET
~:?~ <:," 14530 ECHO S~ET D~WN BY TFM
NOTE: THIS IS NOT A SURVEYED P~T.
~L LOCATIONS SHOWN ARE APPROXIMATE.
1 114" SCHEDULE 40 PVC
SOIL ABSORPTION BED
8
4" DI~ D-3034 1 114" PVC LINE/
TO OLD BED
DWELLING
"BIOCYCLE"
TREATMENT UNIT
4" DI~ D-3034
INFLUENT LINE
FROM HOUSE
i~25" PVc i
DIST. PIPE.
W 3/16"
HOLES
SPACED 18"
RESIDUAL::
DISPOSALiii
BED ! ',:
PLAN VIEW
BIOCYCLE COVER
COMPRESSOR
ORIGINAL GROUND
_1 114" SCHED, 40 PVC
DISCH. LINE TO SOIL
ABS. DRAINFIELD
~--S,~ID BACKFILL
~_FOAM INS. ON
EXT. OF B1OCYCLE
? BLUE BOARD INS.
RESIDUAL DISPOSAL BED
PUMP -- SAND LEVELING
LEGEND: TREATMENT UNI.T.~¢
-~... ~ ..~
PR MARY SE~LING C~B~
~ ~'"-~'y ~9~/% -~, SEPTIC SYSTEM ~G~DE
DISC~GE C~MBER
/
TEST HOLE
LEGALDESCRIPTION:
DATEPERFORMED:
PERFORMED FOR:
DEPTH~
(f~t)
5
6-
7-
8-
9-
10-
COMMENTS:
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99515
SOILS LOG -- PERCOLATION TEST
Lot 9, Block 2, Talus West S/D
May 23, 2001
Hank and_~_a_ r_bpra Well
Pt
ML Silt fill material
Pt Original ground
SM Reddish sandy loam
ML Gray sandy silt
SM Silty sand
SP Slightly silty gravelly sand
Dense, pockets of SM
SLOPE
TALUS DRIVE
O WELL
O
SEPTIC
T.H. o SYSTEM o
#1
Depth to Groundwater Date
Seeps {~ 9.5' 5/23/01
9._2L.B ~G. L. 6/~_/01
9.9' B.GL 6/12J01
mn ..~/ ' MOUND
ML Gray sandy silt 0%
Dense
Clock Net Time Percometer Net Drop
Date Reading T~ne (minutes) Reading (~nches)
5/23 1Z' Presoak 27 1/2
12" Resoak 27-'f/2
~tart 9:40 z.YTI16
· 1 9~0 10 20 3/4 2 11116
Add water 9~50:30 23 1/2
#2 10!00:30 10 20~1'5/16 2 11116
Add water 10~01 23-:[/2
#3 10:11 10 21 ;~ 1~
PERCOLATION RATE 4 (minutes/inch) PERC HOLE DIAMETER 6"
TEST RUN SETVVEEN. 6,5 FT AND 7.0 FT
Material encountered In perc test hole was somewhat denser and sider than Is typical of stratum.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~,,4~ ~ CERTIFY THATTHIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: O~'[ 7..~;' /<O!
q:fattop rl'ec[inica£ Services
14530 ~Ectlo Street, ~nc~orage, .f17(. 99516
~ftone (907) 345-1355
Lot 9, Block 2, Talus West S/D
4800 Talus Drive
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project consists ofabandonment oran existing septic tank and lift station and
installation ora "Biocycle" aerobic treatment unit that discharges effluent into a 20-foot long by 15-foot
wide soil absorption bed.
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.
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 Existing Septic Tank and Lift Station:
2.1 Since the original septic tank is made of concrete and is unlikely to collapse, it may be
abandoned in place after pumping without crushing, so long as the contractor verifies that it still appears
to be structurally sound. The 500-gallon steel lift station must be properly abandoned by thoroughly
pumping and completely backfilling with sand.
3.0 "Biocycle" Aerobic Treatment Unit
3.1 The new 1500 gallon "Biocycle" aerobic treatment unit shall be manufactured, furnished and
equipped by Pegasus Engineering in accordance with the Municipal and State approved design.
3.2 The contractor shall be prepare a suitable site for the "Biocycle" unit and install it as follows:
The location of the unit shall be chosen to maintain a separation distance in excess orS0 feet from the
well serving this lot and 85 feet from the neighboring private well on Lot 8. The depth of the
excavation for the "Bioeycle' treatment unit shall be sufficient to allow connection to the 4" waste line
leaving the house at a minimum slope of W' per foot, but no deeper than 10' - 2" below finish grade in
the vicinity &the unit. A cleanout shall be installed within 5 feet of the building foundation. All pipe
connections to the "Biocycle" shall be equipped with waterproofmechanical couplings. The bottom of
the excavation for the"Bioeycle" treatment unit shall be carefully leveled and smoothed by the
placement ora layer of clean sand. Two inches of rigid, burial type, insulation with a minimum
compressive strength of 30 psi shall be placed on the sand prior to installation of the "Biocycle"
treatment unit. The space between the sidewalls ofthe excavation and the "Bioeycle" unit shall be
carefully backfilled with sand. The top of the manhole riser shall extend 4" above finish grade, and the
final ground surface graded as necessary to provide surface drainage away from the "Biocycle unit.
3.3 The contractor shall be responsible to obtain the necessary electrical permit and inspections.
3.4 The control and alarm floats shall be set and their proper operation verified by the "Biocycle"
supplier. The high level alarm shall be installed inside the residence at a location selected by the owner.
3.5 The discharge line from the "Biocycle" treatment unit to the soil absorption system shall be
1.25" dia. Sched 40 PVC. A second discharge line shall be installed from the "Biocycle" unit and
connected into the existing soil absorption bed. Provision shall be made allowing future switching
between discharge lines inside the "Biocycle" unit. All pipe connections in the distribution system shall
be glued, and the ends of all pipes capped.
4.0 Soil absorption system:
4.1 The soil absorption system shall be constructed by creating a 20-fuot long byl 5-foot wide long
excavation to expose a sand stratum at a depth of approximately 5.3 feet below existing ground level at
test hole #1.
4.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration.
4.3 A total of 2.0 feet ofcoarse, clean, Municipally approved filter sand shall be placed in the
excavation and compacted to bring the top of sand elevation up to 3.3 feet below original ground
surface.
4.4 A total of 0.?$ feet ofwashed sewer gravel shall be placed in the bottom ofthe excavation with
the 1.25" diameter schedule 40 ?¥C perforated distribution pipes laid level such that the pipe inverts is
no less than 0.5 feet above the bottom of the sewer gravel. 3/16" diameter holes shall be drilled in the
bottom ofthe distribution pipe at IS-inch intervals. All ?VC pipe.joints shall be glued and the end of
the distribution lateral shall be capped. Sewer gravel shall be 0.5" o 2.5" washed and screened gravel,
with less than 3% passing the #200 sieve.
4.$ Monitor tubes shall be of 4" diameter and installed in the locations shown on the design
drawings. The portion ofthe monitor tube extending through the sewer gravel shall be perforated.
4.6 Approved filter fabric shall be placed over the entire top surface ofthe sewer gravel. A
minimum of 2.5 feet of pit-run sand and 0.$ feet of topsoil material is to be placed over the filter fabric
without insulation.
4.? The top surface ofthe cover material shall be raised a minimum of 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.
4.8 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 of all areas disturbed by the construction.
5.0 Inspections:
5.1 A minimum of 5 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 right elevation, and conforms with the soil test
information, (3) after the filter sand has been placed and compacted, (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 "Biocycle" unit
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.
5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability ofthe engineer.
PROPERTY OWNER MAINTENANCE AGREEMENT
ON-SITE WASTEWATER DISPOSAL SYSTEM
This agreement, dated ~ -'c:9..~O ,200_/, is made between the Municipality of
Anchorage Department of Health and Human Services (DtltlS) and the property owner(s) of
This agreement is made for the purpose of maintaining an on-site waste~,ater disposal system
on the subject property.
The property owner(s) agree to the following:
The property owner(s) will have an annual inspection of the system performed by a registered
professional engineer. This inspection shall verify that all effluent and air pumps, timers, and
alarms are functioning as designed. Any deficiencies shall be corrected and the engineer's
statement that the system is functioning as designed shall be filed annually with the DHHS.
Property Owner Name
(Notarize Here)
Judicial District SS.
On this ~day of _-~,_~ A.~.. in the
year,~2./._, before me, the undersigned notary
pu]~lic, personally appear~e.d~.
/JO.41~'7~P/,)eJ~ ~ftl lmown to me to be
~e perso~.(~j whose name(s) is/are subscribed to the
within instrument and acknowledged that be/she/they
executed the same for the puq~oses therein
contained.
cimess whereof, I he~:eunto set my hand and
( ~1~ ~re) ~ ~ '
(No~'s prated n~e)
My co~s~n ~xpires: . /
O
Municipality of Anchorage
Building Safety D~xus~on
P.O. Box 196650 · 4700 S. Bragaw Strcct
Anchorage, Alaska 00519-6650 · (907) 343-8301
http://~'~av.cl.anchorag¢.ak.us
343-7904
~epartmertt of
Public Wo rlcq
July 11,2001
Theodore F. Moore, PE
Flattop Technical Services
14530 Echo Street
Anchorage, Ala,ska 99516
Re: Waiver Request For Talus West #1 Subdivision Block 2 Lot 9
P.I.N. 015-201-19, Waiver Number WR010043,
· Permit Number SW010234
Dear Mr. Moore:
Your request for waiver of the required 100 feet horizontal separation distance
between a Biocycle wastewater treatment System and private water wells has
been approved. The approved separation distances are 80 feet and 85 feet from
the subject lot and the neighboring Lot 8's water wells respectively,
This waiver approval applies to the Biocycle treatment system and water wells
separation only, Any future upgrade to the Biocycle treatment system will require
all separations be met or another waiver approval from this office.
If you have any questions of the above waiver approval please feel free to
contact me at 343-7904.
· Sincerely,
Daniel J, Roth
Civil Engineer
On-Site Water & Wastewater Program
Municipality of Anchorage
Development Services Department
Building Safely Division
On-Site Water and Waste'water Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.cL anchorage.ak.us
(907) 343-7904
Waiver Review Worksheet
WRft: 010043 PID~: OH'-aOt-l~ HAft:
PermiUt:
Date Received: 6122/01
Legal Description: Tplp~ West #1 Block 2 Lot 9
Engineer: Theodore F. Moore. Flattoo Technical Sewlces
14,~q Echo St. Anchoraoe. AK 99516
Applicant: Hen~ Well
Waiver Requested: ~ f~1 field,to lot line and 80 feet well to*tank
Criteria: Geology Points:
A. Water Table
B. Soil $orption
C. Permeebili~y
D. Water Table Gradient
E. Horizontal Separation
Total:
Waiver is Granted: Waiver Is not Granted:
List Conditions or Reasons for above:
Date: By:
Name of Reviewer
Recft: 6296 Amount: 625.00 Date Paid: 6122/01
J ./ J
FoR T/~LU~ tu~F Su~v~$~v ~oc~ 2 LoT'
000
X =.fl+ 3:, ~
Waiver Request
Lot 9, Block 2, Talus West S/D
The lot line portion of this waiver request, allowing construction of the system components within 2
feet ofthe west lot line, is necessary in order to allow the "Biocycle" unit to be installed in a spot where
the ground surface elevation is low enough to allow surface drainage away from unit. Based on soils
test hole data the bed needs to be crowded towards the west lot line in order to take maximum advantage
ora small area ofexcellent soils, not found elsewhere on the lot. Because an ISF has already been
installed to utilize those same good soils in the southeast comer of LOt 8, granting the lot line waiver
will not affect the ability to construct future wastewater disposal system upgrades on Lot 8. Since the
ISF on Lot 8 is located 3 feet west of the common lot line, granting this 2-foot to lot line waiver will
allow construction of the residual disposal bed on Lot 9 as close as 5 feet from the ISF. In my opinion
there should not be any downside to constructing the two absorption systems this close to each other, as
the treated effluent from each should be able to percolate downward through the soil column without
forming a clogging mat and flowing laterally thereupon.
The only suitable site for the "Biocycle" aerobic treatment unit is 85 feet from the well on Lot 8 and
80 feet from the well on the subject lot, necessitating a waiver down from the normally required 100
feet. The fact that the tank is fabricated out offiberglass instead ofsteel means that it will not corrode
over time resulting in eventual leakage. The tank is equipped with a float operated high level alarm, so
that in the event of pump failure within the tank an alarm will sound alerting the residents of the need to
have the system repaired. Furthermore, the configuration of the system is such that wastewater would
back up into the residence before it could surface out of the top of the "Biocycle" tank, necessitating that
corrective action be taken before any surface wastewater flow could occur toward the well(s).
I was able to locate a driller's log for only the well on the subject lot, however the well on Lot 8 is
only 17 feet away, so its soil profile should be similar. On June 15, 2001 I physically measured both
wells. The well on the subject lot has a total depth of 138 feet below the top of the casing and a static
water level of 101 feet. The well on Lot 8, Block 2 has a total depth of 130 feet and a static water level
of 100 feet. In preparing this waiver request I made an extensive search of MOA files on nearby
properties and found that well logs are also unavailable for any ofthe adjacent properties. I did find
reported well depths of 134 feet on Lot 7, Block 2; 143 feet on Lot 4, Block I; approx. 125 feet on Lot
6, Block 1, and in March of 1990 1 measured the depth of the well on Lot 10, Block 2 to be in excess of
140 feet with a static water level of 104 feet. The next closest well log I found was for Lot 7, Block 1,
which shows a total depth of 137 feet. Although that well log reports the static water level to be at 20
feet, I measured the static water level in that well to be at 82 feet in February of 1994. I used the
driller's log for the subject well in performing the following waiver analysis point assignment, done in
accordance with ADEC's 1985 "Separation Distance Waiver Guidelines for SCRO".
Category Points
Distance to water table (I 00' - 2' casing - 10' tank depth -- 88 feet)
Soil Sorption (predominantly silty material)
Permeability (predominantly soils that perc slower than 50 rain/inch)
Water table gradient (-5%)
Horizontal ,eparation {80 feet)
Total
6.2
3.5
3.0
2.0
2.2
16.9
Based on this point assignment it appears that the requested waiver can be safely granted without
concern as to potential contamination ofthe wells from this tank. Further evidence supporting the
granting of the requested waiver is the fact that the aquifer appears to be confined by the overlying silty
hardpan material since the static water levels are siguificantly higher than the bottom of the casings.
This confining layer should provide excellent protection to the aquifer from potential contaminants
originating above. While the measured static water level of 100 feet was used in the above analysis, the
confined aquifer being drawn upon by these wells is not encountered until a depth of ! 30 feet. Other
factors supporting the granting of the requested waiver are discussed above.
Please feel free to give me a call if you have any questions on this waiver request.
Ted Moore, P.E.
Flattop Technical Services
June 20, 2001
Well Owner
i..,.)M-W DRILLING, INC. ",-.)
DRILLINg. LOG
ti¢'{ iht (3onr. truc< '.on '
Use of Well
Location (address of: Township, Range, Section, if known; or distance main road
I ,~i ::',1 J: ~. "1'~.,4<.~ ~d.~.~-l-
Size of casing -.$ Depth of Hole
Stitic water level 9'*) ft.
Screen ( ); Perforated (
Describe screen or perforation
Well pumping test al !' gallons per (bp.ur)
of drawdown from static level.'
I. B7 feet C~secl to 3 3S. 3 feet
(below). land surface. Finish of well (check one) open end ( :: );
).
(minute) for :I .... hours with 10;'1';', ft.
Date of completior 9~ .~,,.-, .'~,%
Depth in feet from
ground surface
,'; TO
:~ TO ~ 5
:J':' TO 5x ,
q'~ TO
TO 9rl
WELL LOG
Give details cf formations penetrated, size cf material, color and hardness
{.?- ,TO
129 TO
! 3:: TO
TO
.TO
2 --STATE
~ DRILLING LOG
~ ' · ~Use of
I . r~ ~ ~.T~-~ol'~ ~
Well Owner ' ~
(address of: Township, l~niJe, ,~.,ctlon, If known~ or cl|st~nee talin
cash~.--~' r~cpth of ltole ] 37 ' feet Cased to~3.3~ ' .f~t
waterleveL 20 fL (~ (~low) l~d surfa~. F~Ish of well (ch~kone) o~n~d
~n ( ); Perfor~t~ ( ). ~
'~ sc~n or ~rforstio
t~t s~Ssll°~ ~r ~ (minute) for~°u~
:of ~wd~ from s~tlc level. .:
}, :, .:;1 ,.. 1
' '.,.. WELL tOG
from Give de,ih of locations ~netrat~ . ~ze ol material. ~lor and ha~n~
.~ *'~-: .
· . "..' ~ '
: [. "'."
Se~t By: AXasl(a WateP and Wastewater Con; 907 338 3246; ,Jul-Il-01 10:34; Page 1/1
-' T-168 p. QZ/01 F-678
~miu Date Date Init
~ato:cfs Dop&~t3mnt:
0.~S9 0.~00 mstL EPA 300.0
lt:[ c~:obiolog~ Labo:a conj,'
Tot~,l Coltfo~
O eoVlOOnL SMIS 91/213
0~t24/01
0~/24/01
SKW
.,,ER ANCHORAGE AREA BOk,.-UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
MAILING ADDRESS ~(~ '~C~,~. ~"~'~"-- I~ PHONE
· SEPTIC TANK:
DISTANCE
FROM WELL
INSIDE LENGTH
NUMBER DF
MANUFACTURER=~---~MATERIAL"~"~"~"~f ' COMPARTMENTS,
~ DRAIN i~T~I~TT,'~e--'~-~
D,STANCE FROM WELL ,,FOdNDATION
NUMBER OF' LINES . DISTANCE BETWEEN LII'IES
ABSORPTION AREA (~ O SQ. FT. LENGTtI OF EACH LINE
DEPTH OF FILTER
DEPTH: TOPOFTILE TO FINISH GRADE~/ , MATERIAL BENEATH TILE
TOTAL LENGTH
NEAREST LOT LINE OF LIN~'S
TRENCH WIDTt-k~ IN. TOTAL EFFECTIVE
.1~. ABOVE TILE IN.
WELl-;
TYPE__ CONSTRUCTION DEPTH
BUILDING NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE SEWER LINE , TANK . SYSTEM
DISTANCE FROM;
CESSPOOL .. OTHER SOURCES--
APPROVED ~ DIS APPROVED '-'--"---~-'- REMARKS -
DISTANCES:
INSTALLED BM:
,~.l
SEWER LINE DEP'FH: , --
F,PEMATEB'AL:-( "g'- '
LOT SLOPE:
REMARKS;
DIAGRAM OF SYSTEM
G.A.A.B.
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
Name
~...'~/ /~/~,/ DISTANCES Ol~'--
SEPTIC~.r~
ABSORPTION
Address TANK ~r~ FIELD WELL
Phone(s) Permit No. No. o, Bear WELL
LEGAL DESCRIPTION LOT LINE ~/ /0 I
~ownship, Range, Section Z~ ~ /
~/~ ~ ~ AS-BUILT DIAGRAM (Show oca on o well, septic system, prope~y lines, foundation
driveway, water bodies, etc.)
SEPt C/I g
Manufacturer CapacUy i~ gallons
Material No. of Compadments
/
TYPE OF SYSTEM ~ ~ ' ~
~TRENCH ~ BED ~ W. DRAIN ~ OTHER
Depth to pipe hot[om from Total depth ~rom odginal grade
originalg,ade~,~ __F~e~ FT ~./ ~ ~.~/ FT ~
ill added above original grade Gravel depth beneath pipe r
~ravel length Gr&vel width
~ FT /~ FT ~ ~ '~
Total absorption area Distance between li~es
Number Of lines ~0 8OFT ~/ FT
Soft rating Pipe material
Installer ~ ~//~ Date Installed
WELLS Pi: ~a, .~ r
~ PRIVATE ~ OTHER~ ~j,_ ~,, ~ --
C~a~ification (A,B,C} ~ J Cased to . . .~
/ FTJ FT ~t
Install~ / Datelnstal{ed: ~ ~ ~"j
ScaJe: ENGINEER'S SEAL
~ ~/ /1~ ~l~ t~l~ ~1~0~ . ~1~ Inspections Pedormed by:
Municipal and Stale/guidelin. in alfect on Ibis ,,la: ~/~//~ 0
72-013 (3/85)
!INSPECTION REPORT
ANCHORAGE, BUILDING SAFETy DiVisioN
:: 3500'EAST TUDOR ROAD
~ (907) 786-821~
PERMIT NO.
i ?bTING ~!!=,:ii~: :ELEC. TEMP·
E~EAM "~'[]' 'ELE ~
· · -- ,~' .: C. ROUGH
~" ~ .FIRE ~INAL
]: ;ZONING
~ NONCOMPLIANCE OBSERVED · ·
PLBG. UNDGR._ -- []
PLBG. ROUGH -. []
GAS TEMp. -- J~
GAS []
MECHANICAL - []
MECH. FINAL ~ []
~.. [~ PLBG. FINAL -- []
[] OTHER ~ []
CORRECTIONS ESSENTIAL AS
EXPLAINED BELOW
;)NS ARE'MADE, PLEASE CALL FOR INSPECTIO~~-
HEN COR~ DATE
: :, ;: ,~. 0I' REMOVE THIS NOTICE
td~u'i:ic:;i.!::~aI:i.t.¥ !:Ii' (.~i"!c:l-,¢::~r'.:~g~ (i"!C)/~) arid t.h(.:-~ ~iit. a~.t.~;, cfi ¢:~;i¢~:~;;I.~:,;.~.,,
(::ciinl::i].:ii:u'!c:(~:{, ~,..,¢:i.t.h t. Jie
arty (.::~,:( i a~'L :i t i~]
SPECIFICATIONS
LEGAL DESCRIPTION:
6[1UlROnm6nTAL CONTROL S RUIC6S, Inc.
~nqineerinq 6 ~nuironmenfol $1udies
FOR ELEVATED BED WASTEWATER TREATMENT SYSTEM
LOT 9, BLOCK 2, TALUS WEST SUBDIVISION
1.0 GENERAL
1.1 The Drawings, sheets 1 thru 8, shall be part of
this specification.
1.2
All materials and workmanshSp shall meet the
requirements of the Municipality of Anchorage,
Department of Health & Human Services (DHHS), the
conditions of the permit, and ail applicable rules
and regulations currently in effect.
Ail 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 property owner or
installer to adhere to approved design for the
installation, to maintain the specified separation
distances and to have the appropriate inspections.
It is the responsibility of the property owner or
installer to report to the engineer any observed
conditions which would put the system in vioiation
of state or Municipal regulations.
1.6
If the installation is not inspected by an AECS
engineer, AECS will not be respousible 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
if it meets the capacity requirement for the
residence and the approval of DHHS.
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.
2.8 The septic tank shall be a minimum of 5 feet from
1412 W6b~C 33~t) ckV6nU6 · c~ncho~iq6, c~[zsk& 99503 · (907) 279-5553
2.4
2.5
2.6
2.7
the house foundation, and a minimum of 5 feet from
the absorption area.
The septic tank and bed shall be a minimum of 100
feet from any private well or body of water, 150
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 to waiver by DHHS or Alaska
Department of Environmental Conservation (ADEC).
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-$034 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 extend a minimum of I foot above
ground level.
If a lift %ration 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 Muncipality
and the engineer.
S.0
SEEPAGE BED
3.1 The sand, if specified, shall have a size
distribution which meets the requirements
Code 15.65.077.
of MOA
3.2
The gravel for the bed shall be 0,5 to 2.5 inch,
screened rock with less than 3 percent passing the
No. 200 sieve. All substitutes must have prior
DHHS approval.
The bottom of the excavation shall be level and
raked with the backhoe blade to insure that the
bottom has not been compacted during excavation.
8.4
The distribution pipe shall be perforated 4 inch
rigid PVC with a minimum crush strength of 1500
pounds and shall meet the approval of DHHS for use
as drainfield pipe. All pipes shall be laid
3.5
3.6
$.7
3.8
3.9
3.10
level, 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 either 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. The perforated section
of the monitor tube shall be located in gravel
only. the portion of pipe above the sewer rock
shall be so]id. A rubber raincap (Jim Cap or
equivalent) shall be placed over the top of the
pipe.
Filter fabric is required.
Insulation is required, using burial type
polystyrene rigid board insu]ation. 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 tank to the drainfield shall also have
a minimum of 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.
The top and sides of the bed shall
a white clover and red rescue mix,
Kentucky bluegrass.
be planted with
or with
4.0 INSPECTIONS
4.1
This bed will require a minimum of four
inspections. 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 performed after sand
fill is installed, but prior to placement of
gravel and distribution pipes. This inspection
will verify that the filter is properly installed,
4.4
4.5
4.6
that 5t meets specifications and that it fulfills
the intention of the design.
The third inspection will be after placement of
gravel, monitor standpipes, and distribution pipe,
to verify proper installation and position of
pipes prior to backfill.
The fourth inspection will be after
and grading to ensure that adequate
been provided over the bed.
final backfill
soil cover has
The inspection of the septic
be incorporated with any one
inspections.
tank installation can
of the above listed
The lift station will require either an MOA
electrical inspection or certification b~ a
licensed electrician, depending on whether the
building code applies to this part of the cit~.
CONTROL SERVICES, INC.
t200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
/
SHEET NO -- OF
CALCULATED BY. OATE
CHECKED BY DATE
SCALS / ~ Z-¢ ~// + /"~ U / v'
CONTROL SERVICES, INC.
1.200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 9950:3
(907) 561-5040
JOB
SHEET NO
CALCULATED BY
CHECKED BY
OF
DATE
DATE
/
1,~ll ldo ~"
: : l o. ~
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9-
10-
11
13-
14-
15
16
17
18
19
20
COMMENTS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN.,~.~L~R~'i~ L.?~ 825 L Street, Anchorage, Alaska
so, s _
~ ~ ~/o~e~ Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
s
IF YES, ATWHAT ~¢, ,~/ ~)
DEPTH? p
E
0e,o:
Depth to Water A~ler
Monitoring? "-" "~
Heading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE / 7 {minutes/inchl PERC HOLE DIAMETER
TEST RUN BETWEEN /~¢~ FTAND .-~--~_ FT
PERFORMED BY: /' //(~ ' ~ I '--'-' CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES I" EFFECT ON THIS DATE. DATE:
72-008 {Rev. 4/85)
CLIENT Wm. r~
ADDRESS
ZIP CODE
LEGAL LOCATION .. ~
TOTAL DEPTH OF HOLE
ZONE TESTED ~
TH # ~
PERCOLATION TEST DATA SHEET
~1 ft.
ft TO ,.~ ft
TEST HOLE DIAMETER
READING # CLOCK TIME MET TIME DEPTH TO NET DROP RATE (min/in)
DATUM
FINAL PERCOLATION RATE
,/
PERFORMED BY
MOA ST~
GRE' '
, 'ER ANCHORAGE AREA BOK...LIGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska gg§03
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
LOCATION
LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE
FROM WELL
M A N U F AC T U R E R ~ ~'~J'-~'~'"~ '
MATE RiAL ~{)'---~
NUMBER OF
COMPARTMENTS''I'-%-~
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH
LIQUID C A PAC I T',J~.~.~::2~A L LO N S
~ DRAIN ~.'~T~J~.
DISTANCE FROM WELL FOUNDATION
NUMBER OF LINES DISTANCE BETWEEN LINES
ABSORPTION AREA (~-~:::~ O
DEPTH: TOP OF TILE TO FINISH GRADE
WELL:
TYPE
BUILDING
FOUNDATION
NEAREST LOT LINE
TOTAL LENGTH
_OF LINES
TRENCH WIDTH~_ IN. TOTAL EFFECTIVE
SQ. FT. LENGTH OF EACH LINE
MATERIAL BENEATH TILE
CONSTRUCTION
NEAREST NEAREST
LOT LINE __ SEWER LINE
ABOVE TILE '~ "~ IN.
DEPTH
SEPTIC SEEPAGE
TANK SYSTEM
DISTANCE FROM:
CESSPOOL
OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
DIAGRAM OF sYSTEM
INSTALLED BY:
SEWER LINE DEPTH:
pi pE MATE R I A L: (~.,'d~ '~L-
LOT SLOPE:
REMARKS:
DATE APPROVED
Form £Q 032
TYPE OF SO~L.. RBS;oRr~:TIEff,I S¥'E;TEM IS; TRENCH
HUM I'.dI_IHBER C)F BEI}ROOhlS = 4 SOIL RFITZNG (SC! FT,-.'BR
TFIE I...ENGTH DIhlEi'.,tSICff.,I IS THE LENGTH (IN FEET) OF -I"FiE TRENCH OI4: DRF:III',IF:tEIJ}.
'THE DEF:'TH OF' Fl TREi'.~CH OF?. PIT IS THE DI'.:.[TFINCE BETt,.IEEN THE SURFFICE OF' TI-..II:::]
GROUi'.,ID FIN[) THE Ii:~O]"TOH OF' THE EXCR',?FITIOI'.4 (IN FEE]"]:,.
THIEF;~E IS NO SET I.,.II[.',TH FOR TRENCHES.
THE CiRFt',,,'EL [;,EPTH IS T'FIE MII'.,I];HUM DEP]"H OF C:iF::Ft',,,'EL Ii~ETI4EEI'.J THI. E CIUTFFIt..J... PiF:'tE
FIN[;, THE E~O"f'TOH OF THE E',;.iCFI'v'FITIOI'4 (IN FEET).
EITHER F:I CI..Fr_:.;S I OR II NS;F F~PF'RO',,,'ED PL. FtNT MFI? BE II'.4S]'FILI_ED.
Fl CONTII'.,ILIOUS; i',IFIINTENF:II'.,!CE FIGI:;~'.EEMENT ]:S REQLIIRE[:,. IF R Hf::IINTEF,IFINE:IE
FIGREEMENT I.':S NOT KEPT CURREI",I]" "r'OU I'"IF:I'¢ E',E REQI..IIF..'ED TO ENLRI<ff3E THE :5OII...
F:IB.':.SOI;?.PTIC)I",I S'¢L-Z, TEM FIND,.'"Ot~'. 'T'OI.J I"tR¥ BE SUBJECT TO PRO.SECUTZON.
iF' FI _.I.H-'-.,.:, i S'¢'.'.:;"f'EH I'.'S LI%EIi:, THE LEI'.,IGTH tS '---i':: ~t FI~[ET. '
If:' I:t ...L .:,:, I I .:~..-: JElli"'-':, I...I:,E[..' ...... THE LENGTH
BFIE:KFZL[..:tTNG OI;:' FIN'-r' :~i;'¢STEM t4ITHOUT F:Zi",II::IL Ii",ISPEC:'T]:OI'4 RI'-,ID RF'PRO'v'F:IL. B"r' "I'HI'-"5
DEF'FI'r?TME:I'iT I.'.IZLL BIE SI.Jt:3JECT TO PROSECUTION.
HINIf"ILIM E:'ISTFII",ICE BETI.,.IEEI"~ FI 14EI_..L FIND FIl",l"r' ON-SITE SE,WRGE DtSPOSFIL ':'~;'T'STEM
J3_'."u3 FEET F'OR R PRIVF:ITE WELL OR 2C')E~ FEEl:']" FOR I:::1 PUBLIC I.'-IELL.
HELl. LOGS RRE RE(;!UIRE[) FIND MUST BE RE]'LIRNED TO THE [:'EF'F:IRTMEI",IT I.,.lI]l'"llN
OF THE 14ELL COHPLETZCd'4.
SPECIF'ICFITIONE; FIN[) COI",ISTRLICT]:OI",t DIRGRF:Ii"'IS'; RRE R","F'IILRBLE TO ):I"',I'}];UF;:E f:'ROF'EI:;~:
t NS'T F:ILL. RTI ON.
IF::" ~_--] ~:;;~: It"-1 iE "IF "..,,~' F:tl IL_ % ltZ:. I~::: C) IE-;-L' C:)l ~-4 E: %-" E_-Z; IF::~ tf~L' It::' F~: ED ~'"1 1:1t-: ,'S'S; Z3; tLJ! lEE:
I CERT):F'.? THRT
· ~ ~[ FIM FRI'"IIL. IFtR P~I"I"H THE REL::!LIIREHEI'4TS FOR ON-SITE SEHERS FIN[) I,.IELLS FIS SET
FCIRTH [ff_'P¢ THE I"IUNIC~I~'FtLITV Of=. I:INCHORFtGE.
2: t HILL INSTFILL THE S¥STIEH IN FICCORDFtNCE HITH I-HE CODES.
]:: I LIi'4DERS]"F-IND THFI]" -f'HE ON-SITE SE-.'P.ilSR S;'T'S"['[(['I HFI"r' REC!LIIRE E:iNLRRGEHEi'-~T IF:
RESI[:'ENCE tff:] F~lO[:'ELE[:' TO tNCI.JJ[:,E I"1OF,'.E 'I"HFIN 4 E~E[:'ROOi"IS.
z/
S; 1[ GNE L-:': __~~ ...............................
FIPPL :~c:Fcrr [:,I C:K
...
,, ! ¢ -.~
................. .......... ....
2516 E, q~udor Road
Anchorage, Alaska 99507
276-2221
I)ep th
Feet
2~
3-
11
l~-
Was ~round
':] :-]': ]...
If yes, at. whaL clt],lth?
l{~adSn!t I)a te Gross Timo '~et Time
... ~ ~ ' 7" . .. ...Z :_/_o_ .................................
OI
DRILLING, INC.
DRILLING LO(}
Well Owner.
.Use of Well
Location (address of: Township, Range, Section, if known; or distance mare road
Size of casing. ;~ .Depth of Hole :; / feet Cased to .I =.~ ~ B feet
Static water level oO ft. (..a.b. 9~e) (below) land surface. Finish of well (check one)
Screen ( ); Perforated ( ).
Describe screen or perforation
Well pumping test at iX gallons per (hmur)
of drawdown from static level.
Date of completion 9'~ ,,-,, %5
open end (
);
(minute) for '* hours with '~ c~:~
ft.
WELl. LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
TO_
2 ' STATE
MUNICIPALITY OF ANCHOP~.GE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF H~_ALTH AND ENVIRONMENTAL PROTECTION
APPLICATIC~ FOR HEALTH A33THORIITy APPROVAL CERTIFICATE
1. Ger~e~al Information ~plication Date _~,'__.~
(a) I~o. al D~scription (i~nclude ].ot, block~ s~bdivision, sect. io~n, tc~rnship, range)
?
Loo~tion (add~ess or directions)
Applicants Add~ess 9~e O ~J/~XS
(C) Applicant is (check one) Lending Institution
Buyer ~--~; Other ~ (explain);
(d) lending Institution ~5/cj~ /~?~/~J-
/
(e) ~al Estate ~. & Agent __
Address
Telephone
2. Type of F~sidence
Single-Family .~
Numbe_~ of Bedrooms _
3o Water Supply
Individual ~11 ~
Multi-Family ~-~
Other
(~s~i~)
Ccm~nity ~-~ I Public ~-~
Note: If conm~nity %~11 system, must have written confirmat'ion from the State
Depar~nent of Environmsntal Conservation attesting to th~ ±egallty and status.
Is the well adequate for the number of bedrocms sl~ecified in this FI~A (Y/N) ~/
4. Sewage Disposal
Onsite ~ :.~blic ~---~ Community ~-~ Holding Tank ~,~
Is the wastewater disposal system adequate for the nun~oer of k~drocms (Y/N)__
[Page 1 of 2]
2-15-84
5. Engineering Firm Providi.ng Inspections, Tests, B~ta and InforTm~tion
I certify ti]at I have c~hecked, verified~ or conformed to all ..~VCDA H_AA C~aidelire_s in
effect on tb~ date of this inspection.
SigT.~d ~- ~,
si~d ~
Date
6. DHEP Approva__l
Approved for__._v~/
Approved~: ~
Te_~ms of Conditional Approval
· -ne Municipality of Anchorage Department of Health and Environmental Protection dc~s
not ~darantee the continued ~tisfactory performano.~ of the water supply and/or the
~{astewater disposal system. This approval indicates t.hat, as of tb9 validation d~t.e
sh(~,cn a~ve, k~d cn the data and information furnished by. an e~gireer registered in
the State of Alaska, the water supply and wastewater disposal system is safe and func-
tional for the numbeF of bedrooms and ty~e of structure ic. dicated.
( DHEP SEAL)
7. Mail the FJ~ to the following address:
KB2/d5/s
[Page 2 of 2]
2-15-84
MUNICIPALITY OF ANJ~'~ALITY OF kNCHORAGE (MOA)
D~?L OF H~ALTH 8,
~-NVIRONM~NTAL pRcJ~t!j~ AU~RITY APPROVAL (HAA)
Lot 9 BLock 2 Talus WEst Subdivision
RECEIVED'
Well Classification ~[v;~%nl
Well Log P~esent (Y/N) ~
Total Depth ~ 37 ~-ee [ Cased to
s~tio Weter ~l q0 ~
Casing Height Above Ground ~ / ,--~oo .~
Elect2ical Wi~ing in Conduit (Y/N) y
Sepa~atipn Distances f~c~ Well:
To Septic/Holding Tank on Lot //~-~e./
If A, B, c~ C, D.E.C. Approved(Y/N)
Date Ccmpleted
~ 3S-, 3 ~¢,~
Pump Set At
; On Adjoining Lots /~0 4- ..~
To Nearest Edge of Absorption Field on Lot //Q~¢~ ; on Adjoining Lots /~0
TO Nearest Public Sewer Line ~/~ To Nearest Public Sewer
Cleanout/Manhole ~//A 'To Nearest Sewe= Service Line on LOt ~//~
Water Sample Collected By /~DD ; Date
Wate~ Sample Test Result~
Date Installed /q76 si~ ~"~'/ /¢f~/~% NO. Cf C~,ga~tm~nts
stanc~ims (Y/N) ~ Ai~-ti~t Caps (Y/N) F Foundation C~eanou~ (~/N)
De~ession o~ Tank (Z/N) // Date ~a~t n~psd ~/F //~,
~ing/~aintenan~e contract an File (Y/N) ~ ~ fa~
Holding Tank High-Wate~ Alazcn (Y_~/N) ~/ Tempo~a~y Holding Tank Permit (Y/N)
Separation Dis%ances f~c~ Se. pti¢/Holding Tank:
'To Wete~-Supply Well //~-~e~
To P~ops~t¥ Line
TO Water Main/Se~-~ice Line ~//~
course
TO Building Foundation /~- ~¢ '/
To Disposal Field 3q -~e ~-
To Stream, Pond, Lake, ~ Major D~aina~
[Page 1 of 2]
2-15-84
C. ABSORPTION FIELD gATA
Soils P~ting in Absorption Strata 33~9 ~,~Y~/r~ Type of System Design ~/~¢~/1'
Date Installed /~7~. / ~w3~~ ~3~ Length of Field 73-~
width of Field 3~ ,~'~. , Depth of Field /2
Gravel Bed Thick,ess ~j~
Square Feet of Absorption A~ea /~0{3 ~C/'L Standpipes Present (Y/N)
Depression over Field (Y/N) /J Date of last Adequacy Test
Results of Last Adequacy Test
Separation Distance f~on ~bsorption Field:
To ~ater-Supply W~ll //~ ,~$~ ~ To Property Line // ~
TO Building Foundation JO ~Te~ To Existing or Abandoned System cn
~Lot ~/,//~ ; On Adjoininu Lots ~,/~ ~/- m ~o~-~,~-
TO Water Main/Service Line /V/A To Cutbank(if present) /~//~
To Stream/Pond/Lake/or Majo~ Drainage Course ~//~
To Driveway, Parking Area, or Vehicle Storage Area
Comments
LIFT STATION ~/~
Date Installed
Size in Gallons
"Pump On" l~v~l at
High ~ter Alarm level at
Tested fo~
Electrical Codes(Y/N)
Cc~m~nts
Dimensions
Msnhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles cluing Adequacy Test.
Meets ~DA
** Check Permitted Bed~ocm ~Ratinu Against HAA l%~quest
I certify that I have checked, ~rified, or eonfc~ed to all MOA HAA Guidelines in effect
on the' date of this inspection.
Signed (/~d.~-. ~._~
C~vany ~-(~ ~'
m/dS/s
[Page 2 of 2]
2-i5-84
'ALASKA -ntJIRO[lmI [1TAL COrlTROL
~nclineerir~§ ~ ~nui~'onmcnlol Studies
March 7, 1984
Mr. Keith Bandt
Department of Health and
Environmental Protection
825:L Street
Anchorage, Alaska 99504
MUNICIPALITY OF ANCHoP, A(~E
DEPT. 01; HEALTH &
F. NVIRONM~NTAL PRO?ECTIO~
MAR ? lO~4
RECEIVED'
Dear Keith,
On March 7, 1984 we verified that the Jet Aeration unit has been removed
from the tank on Lot 9, Block 2, Talus West Subdivision. The tank can be
pumped through the concrete access port where the pump was located.
LCRjr/caj
Sincerely,
P~dent
1200 West 33rd Auenue, Suite [~,.~nchoraqe, ~lusta 99503.(907) 561-50z~0
'ALASKA et OIROnmenTAL CONTROL Se[ tce$, InC.
~nclineerincI 6 ~nuironm¢~lal $1udies
MARCH 2 1984
HENRY WElL
4800 TALUS DRIVE
ANCHORAGE AK 99516
SELLER - HENRY WEIL BUYER - UNKNOWN
SUBDIVISION - TALUS WEST BLOCK - 2 LOT a 9
ADEQUACY TEST FOR SEWER SYSTEM
THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 1200 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 907 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 907 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
4 BEDROOM HOME.
THE SEPTIC TANK WAS PUMPED ON JULY 1983 .
FLOW TEST ON WELL
THE WELL FLOW RATE WAS 5.3 GPM FOR 3 HOURS.
SEPTIC TANK ADEQUACY
THIS HOUSE HAS A PACKAGE PLANT IN LIEU OF A SEPTIC TANK.
1200 West 33r~ Avenue, Suite ~, Ancl~ora§¢, /~loske 99503, [907] 561~50~0
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
~ Date Received Novembe___~r 23__, 197___~6
· j~v Time of Inspection 1/0:~ a.m.
~~~ ~\'~ Date of Inspection 11-24~6 Wed.
~ \ REQUEST FOR APPROVAL OF ~
~ INDIVIDUAL SEWER & WATER FACILITIES
FOR
1. Approval requested by:
Mailing Address:
Cony.
4.
5.
6.
Alaska Mutual Savings Bank
Post Office Box 1120
Property Owner: Dick Wriqht
Mailing Address: m/~ ~.~Jch ~e~c_~,
Phone:
Phone: 344-4214
'lq- q qq.
Legal Description: Lot 9 Block 2 Talus West
Location:
Talus Drive
Type of facility to be inspected Single Family No. of bedrooms 3
Well Data:
A. Type Individual B. Depth 137'
C. Construction
D. Bacterial Analysis
7. Sewage Disposal System: On-site system, Permit ~76505
A. Installed
C. Septic Tank:
D; Seepage Pit:
E. Disposal Field:
Distances:
1976 B. Installer
Jet Aeration
l. Size 2. Manufacturer
1. Absorption Area 2. Material
Total length of lines
A. Well to: Septic tank
Nearest lot line
B. Foundation to septic tank
· C. Absorption area to nearest lot line
, Absorption area
, Other contamination
Sewer Lines
, Absorption area
EQ-034 (1/74) Page'l of two pages
Page .2 of two pages - He( st Tor ~pprova OT ~nu~v~uud~ c. .-~ e~ ~o~.~ .~,, ,~,=~
Legal Description Lot 9 Block 2 Talus West
Comments
Approved~ ~//__~u~ ~-D~sapproved Date/eQ_ ~-
//
/]
Approval ..~alid 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 operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 East Tudor Road, Anchorage, Alaska 99504 276-2221
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
1. Type of Inspection:
2. Property Owner:
Mailing Address:
3. Name of Buyer:
CMRO VA FHA
CONV_k/'
Day Phone:
Mailing Address:
Name of Lending Institution:
Mailing Address:
5. Name of Realtor or Agent:
Mailing Address:.
Legal Description:
Location'. Tol/~ ~'~ ~/~.
Day Phone:
Type of Facility to be Inspected:
No. Bdrms. -~
Water Supply
Type of Supply: Public Utility.
If Individual, number of dwellings presently served
If Individual, depth of well ~ /~'~ J
Individual
Sewage Disposal System
Type of System: Pub~p~Utility.
If Individual, date of installation
,Individual (on-site).
72-003(3/76)
MIDNIGHT
PUMPING CO.