HomeMy WebLinkAboutBIRD CREEK TR A-1Onsite File
Formerly US Survey 1069 Tract A&.,
Municipality of Anchorage Page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: s'l/Jc/~°lq¢ RID Number:
Name: Wastewater System: Q New ~ Upgrade
Address: ABSORPTION FIELD
J No. of Bedrooms:
Phone: ~ ~ ~1~ / ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
LEGAL DESCRIPTION so, Rating: Total Depth from original grade:
GPD/Sq. Ft.
Lot: Block: Subdiv~ion: Depth to pipe bottom ~rom odginal grBde: Gravel depth beneath pipe
T°wnship: IO~ IRange: I~ ISection: ~ Fill added above original orade: Gravel length:
Ft. Ft.
WELL: B New C Upgrade ~/A Gravelwidth: Numberoflines: JDistancebetweenlines:
Fl, Ft.
Classification (Private, A,B,C): Total Oepth: Cased TO: Total absorption area: Pipe material:
Ft. Ft. SQ. Ft.
Driller: Date Drilled: StBiicWater Level: Installer: Date installed:
Ft.
Yie[d:GPM I Pump Set at: Ft. ~ C~sing Height Above Ground:Ft. TANK
SEPARATION DISTANCES c Septic ~ Holding ~ S.T.E.P.
To Septic Absorption Lift Holding )ublic/Private Manufacturer: Capacity in gallons:
Prom Tank Field Station Tank Sewer Lines
Material: Number of Compartments:
Surf~c~ LIFT STATION
Water I[~ ~ To p~ ~
Lot Size in gallons: ~ Manufacturer:
Line ~o ~ ~
I
Foundation ~ ~ ~ ~¢t,,~ :'Pump °n" level at: I "Pump °ff" level at: IHigh water alarm at:
Drain
I
Remarks: ~EVIS~og T~ ~/~¢/~G p~e. BENCH MARK
Inspections performed by: ~ ~
Department of Health and Human ~ervices approval ~-~.~-~/~..,
72-013 (Rev 9/91} MOA 25
Permit No. Sb"/Cl ~ °1~ ~ Page ~ of ~
Municipality of Anchgrage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O, Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
72~13 A (Rev. 9/91 ) MOA 25
DATE d-I/?/7 SHEET
PREPARED BY
SUBJECT
OF 5
PROJECT
LCMF Incorporat~ ~
P.O. Box 955 139 East 51 st Avenue
Barrow, Alaska 99723 Anchorage, Alaska 99503
800-478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-1831
~ Incorporated ~
P.O. Box 955 139 East 51 st Avenue
8arrow, Alaska 99723 Anchorage, Alaska 99503
800-478-8213 Voice Voice g07-S62-1830
907-852-8213 Fax Fax 907-562-1831
SOILS LOG - PERc0'LATION'T~ST
PERFORMEO FOR:
LEGAL OE$CRIPTION:_
DEPTH
1
7-
8-
9-
ll
12
17-
18-
20-
COMMENTS
DATE PERFORMED:
SLOPE
SITE P.LAN
I I
t
I1
WAS GROUND WATER ~0 S
L
ENCOUNTERED? O
P
E
IF YES. AT WHAT
DEPTH?
Readipg Date Time Time Water Drop
/ _7.d .~_ .... z.z-"-°-°-- ............... I
~ ........... -/2'-' I__m.. .
.... ~z : hS ...... ~"
_. 5' ............. !.2 '. Z~ --/ ~.;~ ........ _.o_. 5 ' -.
__..z ................ ,~' ~ ....
PERCOLATION RATE /D ( F~EV ! ) (rnlnureslinch)
TEST RUN BETWEEN ~)'~' FT AND /'~' . FT
PERFORMEO BY: ~~~S~ CERT F ED ~¥: DATE:
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 8, 1996
Richard G. Tremble
HC 52 Box 8635
Indian, Alaska 99540
Subject: USS 1069 Tract A & B (Tremble Portion)
Permit #SW950194, PID #090-02164
The subject permit, issued August 7, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 7, 1996.
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 wastewater and well permit.
If you have any questions, please call this office at 343-4744.
jS.~c~e lY '
Ja~s ross, P.E.
Prdgram Manager
On-site Services
enc: Copy of Permit
cc: LCMF Limited
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
goc
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950194
DESIGN ENGiNEER:LCMF LIMITED
OWNER NAME:TREMBLE RICHARD G.
OWNER ADDRESS:HC 52 BOX 8635
INDIAN, ALASKA 99540
DATE ISSUED: 8/07/95
EXPIRATION DATE: 8/07/96
PARCEL ID:09002164
LEGAL DESCRIPTION:
US SURVEY 1069 TR
A & B
LOT SIZE: 842015 (SQ. FT.)
NUMBER OF BEDROOMS: 1 THIS PERMIT: 1
THIS PERMIT IS FOR THE CONSTRUCTION OF:
PRIVY 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
Ao OPENED AND CLOSED ON THE SAME DAY
Bo COVERED, SEALED AND HEATED TO PREVENT FREEZING
5~ THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS
RECE IVED By: _ '~~J~
/ oF /
~0/~0'~ OSSI899L06 'ON ×~ i~lIHI] ~40] ~0:9[ ~Ri 96-S8-]fl£
September 30, 1994
Richard Tremble
HC52 Box 8635
Bird Creek, Alaska 99540
ENGINEERING
SURVEYING
PLANNING
PROJECT MANAGEMENT
Re:
Earth Privy Permit Applications
Legal: U.S. Survey 1069
Dear Mr. Tremble:
We conducted a preliminary field assessment for your septic system
on May 6, 1994. Your existing water/wastewater system consists of
hauled water and an outhouse. The site on which you are located
is on the slope above Bird Creek. See the attached sketch.
On July 13, 1994 we performed a percolation test (TH7) and. found
soils which will allow an earth pri~f, however bedrock is within
5.7' of the surface. The priv-f should be developed to maintain 6
foot vertical separation from the bedrock per the standards.
I have attached a copy of
your reference.
If you have any questions,
1830.
.~_evant parts of AO 90-48(S-1) for
the ~
please feel free to contact me at 562-
Sincerely,
LCMF LIMITED
Scott Hattenburg,
Principal
P.E.
Attachment:
SH/sh/94-012
5 pages
139 East 51s[ Avenue · Anchorage, AlasKa 99~=0~-7225 · Phone: (907) 562-183.0 · Facsimile:t907) 562-1831
¢'
1.46
ENGINEERS
SURVEYORS
Pt. ANNER8
PROJECT MANAGER8
PLO~-ClNC OAl'~: 09/29/94 (14-;07)
VICINITY MAP
DATE: 9/29/94 DRAWN BY:
CHECKED
SCALE: 1' = 200'
FIELD ~COK(S):
SHEb-I':
W.O. No:
7
9
10
13
17
20
~ COMMENTS
LEGAL DESCRIPTION:
/
'1-o ~ u ',.--~,- ~-~
w/o.,, 4:,,"e..,' -Jbr
ENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
SOl LS 'LOG
PERCOLATION
TEST
DATE pERfORMED ·
SLOPE
WAS GROUND ',¥ATER /L{O S
AO 90-,48 (S-i)
Page .23
ten (10) feet from any water main or service line;
one hundred (100) feet from any surface water or
major drainage; and
the separation distances required by 18.AAC.72 from
water supply wells.
~15.65.90
A.
C®
De
~arth orivies-,
Earth privies must be constructed in accordance with the
latest edition of the sanitarian's Handbook, or in a
similar manner approved by the Department.
9riv~ may not he used ~here running water is
An earth
available-tO operate a water-cart=ed wastewater 4isposal
sy~t.em, except for short periods of time as approved in
wrztzng by the Department and where the.purposeS of this
Chapter are not significantly affected.
An earth privy may not be constructed, installed or
operated:
1. in low, wet areaS, or where the ground water during
any season of the year will be within four feet of
the bottom of the privy;
2. where there is bedrock, fractured bedrOCk or ~ny
impermeable barrier within six feet of the bottom
of the privy; or
3. where there is inadequate surface drainage away
from the privy.
An earth privy must be located no less than:
1. ten feet from any water main or e line;
2. thirty feet fro= any property line;
3. twenty feet from any building or structure
foundation;
4.. ten feet from a~y abandoned priv~ or subsurface
disposal field;
5. fifty feet uphill from any man-made or natural
break in the natural slope of the terrain where the
slope changes by 25% or greater;
6. one hundred feet uphill or 30 feet downhill from a
curtain drain;
A0 90 48 (S-l)
.Pa¢ ~e 24
?. one hundred fee= from any surface water or any
source of domestic water supply; and
8. the separation distances required by lSAAC 72 from
water supply wells or systems.
Abandoned earth privies must be backfilled to 12 inches
above the original ground level.
An earth privy may not be used in a watershed for a
public water supply.
15.65.100 Vault privies.,
A. Vau t privies must be constructed in accordance with the
~t edition of the Sanitarian's Handbook or in a
r manner approved by the Department.
B. A e vault privy, or o~her similar facility approved
by the ,artment may be used instead of an earth privy
for the ;posat of kuman excreta in watersheds for
public supplies when running water is not
available.
The vault of he
reinforced c
resistant mat
must be maintained
contents must be
of by burial or
faci!i~y must be constructed of
metal or other watertight corrosion-
lurcved by the Department. The vault
'a sanitary condition, and the vault
from the watershed and disposed
ther method approved by the
Depa~ment.
A vault privy shall be ed no less than:
1. five feet from any )erty line or building
foundation;
2. ten feet-from-any water or. service line;
3. 100 feet from surface or any source of
domestic water supply; and
4. the separation distances re, 18 AAC 72 from
water supply wells or systems.
15.65.1!q
A. The following are ra_quirements for cci to the
public sanitary sewer system.
1. When this section prohibits the opera,ion an on-
site wastewater disposal system that system must be
!
!
I
I
I
I
I
i
i
July 25, 1994
Mr. Dea Calvin
Bird Creek Association
Box 8621
Bird Creek, Alaska 99540
Re: Wastewater Engineering Analysis
Field Report for July 12 & 13, 1994
Dear Mr. Calvin:
Attached herewith is the report on our site inspection of the
proposed location for acceptable out-house sites. The three home
sites on the south side of Bird Creek are proposed to have septic
systems. The five home sites on the north side of Bird Creek are
proposed to have earth privy systems.
Sharon Whitlock:
No acceptable perc locations were observed in the field.
Recommendation:
1. The use of a holding tank located just south of the road in the
front of the house.
2. Move the well to the north of the house along Bird Creek to
meet the 100 foot setback requirement from well to holding
tank.
Dea Calvin:
A distance of 87 feet from well to septic was verified.
Recommendation:
1. Apply for a waiver on the 100 foot set back from septic to well
measurement.
2. Perform an adequacy test on the septic system.
Butch Wheeler:
A distance of 90 feet from holding tank to surface water and 10 feet
from holding tank to well were verified.
Recommendation:
1. Move the holding tank to the south next to the base of the hill
approximately 15 feet or apply for a waiver on the 100 foot
setback from holding tank to surface water measurement.
2. Move the well to the west of the house along Bird Creek to meet
the 100 foot set back requirement from well to holding tank.
Fritz Ha es:
Three test holes were excavated (see attachment). TH1 established
bedrock at 3.5 feet. TH2 established bedrock at 1.5 feet. TH3
established bedrock at an acceptable depth of 4.5 feet, a minimal
percolation rate of 80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Mr. Dea Calvin
July 25, 1994
Page 2
Kathev Hess:
One test hole was excavated (see attachment). TH4 established ~r-a~
at an acceptable depth of 5.5 feet, a minimal percolation rate of
80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Rita Eaqle:
Two test holes was excavated (see attachment). TH5 established
bedrock at a depth of 1.5 feet. TH6 established gravel at an
acceptable depth of 5.2 feet, a minimal percolation rate of 35.0
minutes/inch was tested at this location.
Recommendation:
1. Move the privy to TH6.
Richard Tremble:
One test hole was excavated (see attachment). TH7 established
bedrock at an acceptable depth of 5.7 feet, a minimal percolation
rate of 23.3 minutes/inch was tested at this location. TH7 was
measured at 103 feet from surface water.
Recommendation:
1. Move the privy to TH7.
Dario Mar[inez:
Four test holes were excavated (see attachment). TH8 established
ground water at 4.5 feet. TH9 established ground water at 2.5 feet.
THi0 established ground water at 3.5 feet. THll established ground
water at an acceptable depth of 4.7 feet, a minimal percolation rate
of 4.5 minutes/inch was tested at this location. TH8 through THll
all fail to meet the 100 foot minimum setback from surface water to
privy. TH12 established a minimal percolation rate of 2.1
minutes/inch at a location on the hill behind the existing privy at a
distance of 113 feet from surface water.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater depth to
bedrock on the hillside and maintain the 100 feet minimum
distance to surface water. The location will need to have a
minimal percolation rate of 60.0 minutes/inch.
Please contact us with any questions.
Sincerely,
LCMF Limi~d~ ,~
Project Engineer
Attachment
MC: mc
94-012
Municipality of Anchorage Page / of ,,~
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 e Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:- ~v,¢ q~5 ~ PID Number:
~ ' Wastewater System: D New ~ Upgrade
x~'m:/Fc 5~ ~ox ~1 ABSORPTION FIELD ~/A
~ ~No. of Bedrooms: / ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
LEG AL D ES C RI PTI O N so, Ra,ing: GPD/Sc. Ft. [Total Depm from odginal grade:
0ee[h ~o pipe bottom from original erode: ] Gt~vel dept~ beneath pipe
Block: Subdiv~ion: Ft.
Fill added shove original grade: [G¢zvel
Secdon:
Township: Range: ] ~ Ft. Ft
SEPARATION DISTANCES ~ Septic ~ HolCin9 E S.T.E.P.
s.¢~. LIFT STATION
Lot ~o ~
Line
Foundation ~ ¢ / ~ ~ =~/¢~ ~
Oran ~ ~ BENCH MARK ·
C~b~- 5oILS ~51~T ~lT~ ~ ~ - II · . r~.. '~
:
Inspections performed by: ~ ~~ Dates:lstq/~l/~ :~ .... ,~
. 2nd ~%
Department o, Hea~and Human Se~,ces approval
Reviewed and ao0roved by' ' ~Date' ~-/~
Permit No.
Page / of -~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
72-933 A (Rev 9/91) MOA 25
DATE ¢-2-/~ ¢~ SHEET
PREPARED BY ~//~F ~-¢JC~IS%/~-N
SUBJECT
OF .~
,Jo~AJ E:DA~ f 6~- s
PROJECT
LCMF Incorporated ~
P.O. Box 955 139 East 51st Avenue
Barrow, Alaska 99723 Anchorage, Alaska 99503
800-478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-1831
I.CMF Incorporated
P.O. Bax 955 139 East 51at Avenue
Barrow, ;daska 99723 Anchorage. Alaska 99503
800-478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-1831
SOILS LOG - PERcOLATION'TEST
'O
SOILS LOG
PERCOLATION
TEST
LEGAL DESCRIPTION: ~'//'// / ~ ! SLOPE
II
OATE pEREORMEO:
SITE PLAN
10
WAS GROUND WATER
ENCOUNTERED?
12 IF YES. AT WHAT
DEPTH?
t3
16.
17
18
19-
20-
COMMENTS ~-~$'i
Time Time
PERCOLATION RATE
TEST RUN 8E,'FWEEN /'~' PT AND ~'~:~ FT
PEC~FORMEO ~¥: ~l~ ~~'1~] CERTIFIED 8'1/: OATE:
723 West Sixth Avenue
Anchorage, Alaska 99501
PERCOLATION
TEST
5
7
8
9
I0
11
12
13
14
15
16
17
18
19
20
I I
II
SLOPE
i I,
I Il
II1'
I
WAEGROUNO WATER
ENCOUNTEREO?
IF YES, AT WHAT ~./. ~. '
PERCOLATION RATE-
TEST RUN BETWEEN
COMMENTS
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 8, 1996
Joan Daniels
HC 52 Box 8621
Bird Creek, Alaska
99540
Subject: USS #1069 Tract A & B (Daniels portion)
Permit #SW950190, PID #090-021-64
The subject permit, issued August 7, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 7, 1996.
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. Ail 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 wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sinc/~ely,
Jam~s Cross, P.E.
Pr gram Manager
~-~Sg%%~ Services
enc: Copy of Permit
cc: LCMF Limited
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:SW950190
DESIGN ENGINEER:LCMF LIMITED
OWNER NAME:DANIELS JOAN & ~4~5~
OWNER ADDRESS:HC 52 BOX 8621
BIRD CREEK, ALASKA 99540
DATE ISSUED: 8/07/95
EXPIRATION DATE: 8/07/96
PARCEL ID:09002164
LEGAL DESCRIPTION:
US SURVEY 1069 TR
A & B
LOT SIZE: 842015 (SQ. FT.)
NUMBER OF BEDROOMS: 1 THIS PERMIT: 1
THIS PERMIT IS FOR THE CONSTRUCTION OF:
PRIORY SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AIqD 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UIqDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
~0/~0 'd
VICINITY MAP
DATE: 9/29/94 DRAWN BY: SHEET:
SCALE: 1' = 200' CHECKED BY: W.O, No:
.¢,
PLANNERS
PROJECT MANAGERS
723 West Sixth Avenue
Anchorage, Alaska 99501
LEGAL DESCRIPTION: -'~ ~
7
8,
9
10
11
12
14-
17
SITE PLAN
SLOPE
WAS GROUND:WATER
ENCOUNTERED;
DEPTH?
II t I
Reading Oa[e Time T;me Water Dro~
.I
'"7
PERCOLATION RATE-
TEST RUN BETWEEN . FT AND
PT
ENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
PERFORMED FOR
L EGA L OE SCR ,PT,ON: -7-"~ C/
4
6
7
8
12
13
14
15
20-
OATEPERFORMED ~--/~-~.~
SLOPE
SITE PLAN
WAS GROUNO WATER ~L
ENCOUNTERED? Y~% 0
P
E
IF YES, AT WHAT /
~aPT.? Z.5'
PERCOLATION mATE-
TEST RUN BETWEEN
;T ANO
LIMITED
ENGINEERS
SURVEYORS
PLANNERS
PROJECTMANAGERS
SOILS LOG
PERCOLATION
LE(';AL OE$CRIPTION: '~'~'~
$-
8-
10
OATE PER~O~O 7-/'~-~ff
SLOPE
SITE PLAN
Reading Oaie l~me Time Water
PERCOLATION RATE- (mi~ufeshnch}
TEST RUN BETWEEN , FT AND , PT
COMMENTS
jijCENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
723l West Six'ih Avenue
Anchorage. Alaska 99501
PERCOLATION
TEST
2
3
4
5'
6-
8
16-
17
20
OATE PERFOR'~EO 7--1:~
II1 I
Reading Oate Time Time
I _ ~-~!~- - ,-J-'-'P-~ ..... -":- .--
~ __.
~ ............ ~.~.~ .... ~,.~o .. " .
~ ,-: -- :. -- :-) ..........:'. .........
PERCOLATION RATE- 'L~L, ~'~ Iminu,es/,nchl
TEST RUN BETWEEN ~'~) , FT AND ~' ' ~' FT
COMMENTS
ENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
· ~ SOILS LOG
PERCOLATION
TEST
SLOPE
SITE PLAN
I0
11
12
13
14
16-
17-
18-
20
WASGROUNOWATER~'/~ E
ENCOUNTERED? ~
P
E
IF YES, AT WHAT
DEPTH?
PERCOLATION RATE- ~. 0~' {mO~ulesl,nchl
TEST RUN 8ETWEEN (~'~ I;T AND ~' ~' FT
pEF~FO~MED SY: . , (_ i~,~rl c7 ~"~ FA [/~ ,~'.~/1~ CERTI.;IEO aY' . '
July 25, 1994
Mr. Dea calvin
Bird Creek Association
Box 8621
Bird Creek, Alaska 99540
Re:
Wastewater Engineering Analysis
Field Report for July 12 & 13, 1994
Dear Mr. Calvin:
Attached herewith is the report on our site inspection of the
proposed location for acceptable out-house sites. The three home
sites on the south side of Bird Creek are proposed to have septic
systems. The five home sites on the north side of Bird Creek are
proposed to have earth privy systems.
Sharon Whitlock:
No acceptable perc locations were observed in the field.
Recommendation:
1. The use of a holding tank located just south of the road in the
front of the house.
2. Move the well to the north of the house along Bird Creek to
meet the 100 foot setback requirement from well to holding
tank.
Dea Calvin:
A distance of 87 feet from well to septic was verified.
Recommendation:
1. Apply for a waiver on the 100 foot set back from septic to well
measurement.
2. Perform an adequacy test on the septic system.
Butch Wheeler:
A distance of 90 feet from holding tank to surface water and 10 feet
from holding tank to well were verified.
Recommendation:
1. Move the holding tank to the south next to the base of the hill
approximately 15 feet or apply for a waiver on the 100 foot
setback from holding tank to surface water measurement.
2. Move the well to the west of the house along Bird Creek to meet
the 100 foot set back requirement from well to holding tank.
Fritz~
Three test holes were excavated (see attachment). TH1 established
bedrock at 3.5 feet. TH2 established bedrock at 1.5 feet. TH3
established bedrock at an acceptable depth of 4.5 feet, a minimal
percolation rate of 80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Mr. Dea Calvin
July 25, 1994
Page 2
Kathev Hess:
One test hole was excavated (see attachment). TH4 established
at an acceptable depth of 5.5 feet, a minimal percolation rate of
80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Rita Ea~le:
Two test holes was excavated (see attachment). TH5 established
bedrock at a depth of 1.5 feet. TH6 established gravel at an
acceptable depth of 5.2 feet, a minimal percolation rate of 35.0
minutes/inch was tested at this location.
Recommendation:
1. Move the privy to TH6.
Richard Tremble:
One test hole was excavated (see attachment). TH7 established
bedrock at an acceptable depth of 5.7 feet, a minimal percolation
rate of 23.3 minutes/inch was tested at this location. TH7 was
measured at 103 feet from surface water.
Recommendation:
1. Move the privy to THT.
Dario Martinez:
Four test holes were excavated (see attachment). TH8 established
ground water at 4.5 feet. TH9 established ground water at 2.5 feet.
TH10 established ground water at 3.5 feet. THll established ground
water at an acceptable depth of 4.7 feet, a minimal percolation rate
of 4.5 minutes/inch was tested at this location. TH8 through THll
all fail to meet the 100 foot minimum setback from surface water to
privy. TH12 established a minimal percolation rate of 2.1
minutes/inch at a location on the hill behind the existing privy at a
distance of 113 feet from surface water.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater depth to
bedrock on the hillside and maintain the 100 feet minimum
distance to surface water. The location will need to have a
minimal percolation rate of 60.0 minutes/inch.
Please contact us with any questions.
Sincerely,
LCMF Limi~! .~
Project Engineer
Attachment
MC:mc
94-012
PREPARED
SU~JEC'[:
/d~..,~.~.~. .. ,:..: ..................... ;"J': ' .." i.' ~.T~.~;'r~'¢:"';; ................. , ................
' ,~,~ru.~,¢-r,"~ ...... :....~ .......... ' ' ~ ' ~ ........... ~'"'"'~ 1' '2. P_-.~ 12~4'~;~ ...................................................
· ~-"*' ."' .... ' ~ : : .............. :-r'"" -""- .............~' ...-~,~!..-,..,...
........' :': ........... ~ ............ ....... ! .............. ..... :"'i~ ' ',~"'""~ ......... ~ .........
Municipality of Anchorage page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~Vq ~/~-~ I ~ ¢~' PID Number:
' Wastewater System: [] New ~ Upgrade _.
Address:~.~.~ (~pT.&,l/~ Coo~ b~:v~ ABSORPTION FIELD
Phone: ¢~ ~ ~ ~NolofBedrooms: / d Deep Trench UShsllowTrench OBed QMound dOther
LEG A L D E S C R I PTI O N I '' Soil Rating: ~ TO,~, Oep:~ from original g,ade:
GPD/Se. Ft
SEPARATION DISTANCES ~ s~p:~o ~ Ho,~ ~ S.T.~.~.
Manufacturer: ~ Capacity in gallons:
s.mo~ LIFT STATION
Foundation ~ / I ~ p
o,~i, BENCH MARK
Inspections pedormed by:
Department of Health and ~Hman Se~lces approval ; '1~.. ...~%~
Reviewed and aooroved by: Date: ~-/¢-~ ~ ~[~
Permit Ro. ~'J ~ ~' O / c~ ~. Page
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
r'".~. Ac.. D PIDNo.
72-015 A (Rev 9/91 ) MOA 25
DATE '~- £/ ¢ '¢/~' SHEET
PREPARED BY ./~. 7r
SUBJECT
PROJECT
LCMF Incorporated ~
P.O. Box 955 139 East 5I s! Avenue
Barrow, Alaska 99723 Anchorage, Alaska 99503
800-478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-183'i
I xl~-
')~L SOILS LOG
,~L PERCOLATION
TEST
SOILS LOG -- PERCOLATION'TEsT
O*TE ~ERFORMEO: 7-t:3-~
LEGAL DESCRIPTION:
1
5-
6-
7
8
"T'o ~' $o ! L
£~v I
SLOPE
SITE PLAN
10
11
12
13
14
15
16
17
18
19
20
COMMENTS '-~z~.,A'''
¢.-r', 9roL~
WAS GROUND WATER {~O
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Time Time Water Drop
-[~!-z~ .... L --- ....
,0,31 I 1/:oo ;.," ~,'"
:_.~.¢:~..s..__l_.._7 :~ .... ~-si'-4--- ~.z"
,~:a ~ 7 :~'-/:~'~ / ~,~"
'~; 67 "T--7:~"
TEST RUN 8E~EEN ~' FT AND ~'~ , FT
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 8, 1996
Rita Eagle
2328 Captain Cook Drive
Anchorage, Alaska 99517
Subject: USS 1069 Tract A & B (Eagle portion)
Permit #SW950192, PID #090-021-64
The subject permit, issued August 7, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 7, 1996.
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. Ail 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 wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Si e y,
Pro,ram Manager
On-site Services
enc: Copy of Permit
cc: LCMF Limited
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950192
DESIGN ENGINEER:LCMF LIMITED
OWNER NAME:EAGLE RITA
OWNER ADDRESS:2328 CAPTAIN COOK DRIVE
ANCHORAGE, ALASKA 99517
DATE ISSUED: 8/07/95
EXPIRATION DATE:
PARCEL ID:09002164
LEGAL DESCRIPTION:
US SURVEY 1069 TR
A & B
LOT SIZE: 842015 (SQ. FT.)
NUMBER OF BEDROOMS: 1 THIS PERMIT: 1
THIS PERMIT IS FOR THE CONSTRUCTION OF:
PRIVY SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 18.65 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
1 OF
8/07/96
SPECIAL PROVISIONS
~ITA E~.~L~
iENGINEERs
SURVEYORS
PLANNERS
PROJECT MANAGER~
LIMITED
VICINITY MAP
9,'29/94 )RAWN BY: SHEb-1':
'' = 200' ;HECKED BY:
W.O. No:
---~ /---'- ENGINEERS
~kv~ SUnVEYO~S
~ PLANNERS
B~'m PROJECT MANAGERS
723 West Sixth Avenue
Anchorage, Alaska g9501
LEGAL OESCRIPTfON:
4
$
10
SLOPE
WAS GROUNO WATER
ENCOUNTER EO? '
IF YEE, AT WHAT
OEPTH?
SITE PLAN
I
I I
i
I I-I I
Ill
14
15
16
17
18
19
20-
PERCOLATION RATE.
TEST RUN BETWEEN . FT ANO
COMMENTS
,, 85
~ 9
10
12
15
16
17
18
20-
SLOPE
Da're PeRrO.~EO 7-l ~ -- ~/ ~'
SITE PLAN
,~ ,~ES. AT WH,T
DEPTH?
PERCOLATION RAre- ~'~) Iminufe$1mchl
TEST RUN BETWEEN ~" rT AND ~ '~ FT
COMMENTS
...o.,.~o., ~[.~ :k~.~-.., ~E.~,,leO,..~ °Are: ?-,~
July 25, 1994
Mr. Dea Calvin
Bird Creek Association
Box 8621
Bird Creek, Alaska 99540
Re: Wastewater Engineering Analysis
Field Report for July 12 & 13, 1994
Dear Mr. Calvin:
Attached herewith is the report on our site inspection of the
proposed location for acceptable out-house sites. The three home
sites on the south side of Bird Creek are proposed to have septic
systems. The five home sites on the north side of Bird Creek are
proposed to have earth privy systems.
Sharon Whitlock:
No acceptable perc locations were observed in the field.
Recommendation:
1. The use of a holding tank located just south of the road in the
front of the house.
2. Move the well to the north of the house along Bird Creek to
meet the 100 foot setback requirement from well to holding
tank.
Dea Calvin__.'
A distance of 87 feet from well to septic was verified.
Recommendation:
1. Apply for a waiver on the 100 foot set back from septic to well
measurement.
2. Perform an adequacy test on the septic system.
Butch Wheeler:
A distance of 90 feet from holding tank to surface water and 10 feet
from holding tank to well were verified.
Recommendation:
1. Move the holding tank to the south next to the base of the hill
approximately 15 feet or apply for a waiver on the 100 foot
setback from holding tank to surface water measurement.
2. Move the well to the west of the house along Bird Creek to meet
the 100 foot set back requirement from well to holding tank.
Fritz~
Three test holes were excavated (see attachment). TH1 established
bedrock at 3.5 feet. TH2 established bedrock at 1.5 feet. TH3
established bedrock at an acceptable depth of 4.5 feet, a minimal
percolation rate of 80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Hr. Dea Calvin
July 25, 1994
Page 2
Kathev Hess:
One test hole was excavated (see attachment). TH4 established~r~
at an acceptable depth of 5.5 feet, a minimal percolation rate of
80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Rita Eacle:
Two test holes was excavated (see attachment). TH5 established
bedrock at a depth of 1.5 feet. TH6 established gravel at an
acceptable depth of 5.2 feet, a minimal percolation rate of 35.0
minutes/inch was tested at this location.
Recommendation:
1. Move the privy to TH6.
Richard Tremble:
One test hole was excavated (see attachment). TH7 established
bedrock at an acceptable depth of 5.7 feet, a minimal percolation
rate of 23.3 minutes/inch was tested at this location. TH7 was
measured at 103 feet from surface water.
Recommendation:
1. Move the privy to TH7.
Dario Mar[inez:
Four test holes were excavated (see attachment). TH8 established
ground water at 4.5 feet. TH9 established ground water at 2.5 feet.
TH10 established ground water at 3.5 feet. THll established ground
water at an acceptable depth of 4.7 feet, a minimal percolation rate
of 4.5 minutes/inch was tested at this location. TH8 through THll
all fail to meet the 100 foot minimum setback from surface water to
privy. TH12 established a minimal percolation rate of 2.1
minutes/inch at a location on the hill behind the existing privy at a
distance of 113 feet from surface water.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater depth to
bedrock on the hillside and maintain the 100 feet minimum
distance to surface water. The location will need to have a
minimal percolation rate of 60.0 minutes/inch.
Please contact us with any questions.
Sincerely,
LCMF Limi~d. ,~
Project Engineer
Attachment
MC: mc
94-012
l,
FRITZ HA YES
Municipality of Anchorage Page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
From
Permit Number: ~
phone' NO. of Bedrooms:
LEGAL DESCRIPTION
Lot: Block: Subdiv~ion:
WELL: ~ New~
~n (Private, A,~ ~gth: [ Case. TO:
SEPARATION DISTANCES
Surface
Water
Lot
,ioe
Curtain
Drain
Remarks:
PID Number: C'~Ic'° 2~l ~-uLL
~stem: [] New [;~Upgrade
ABSORPTION FIELD ~ A.~_~
~J Deep Trench [] Shallow Trench (~ 8ed =% Mound O Other
Soil Rating: ~
SO. Ft. ~
TANK
Septic =% Holding ~ S.T.F-.P. ~
LIFT STATION
BENCH MARK
Location and Description:
Inspections performed by: ~ Dates: lsL q/¢.l I~b
2nd
Department of Health and Human Services approval
Reviewedandappr0vedby:~/ ~.. Date:
Permit No, $~'/f'~ ~/' '~ / Page
Municipality of Anchprage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P,O. Box 196650 e Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
/~ ~ J.,.,.,.,.,.,.,.,.,~ PID No.:
72~t3 A (Rev 9/91) MOA 25
DATE '¢- 2-I ~
PREPARED BY_ tV(AT/'
SUBJECT
OF '~
PROJECT
LC~F Incorporated ~
P.O. Box 955 139 East 51 st Avenue
Barrow, Alaska 99723 Anchorage, Alaska 99503
800-478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-1831
I I
LCI~F Incorporated .~
P.O. Box 95,5 139 East 51st Avenue
Barrow, AJaska 99723 Anchorage, Alaska 99503
800478-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-582-1831
SOILS LOG -- PERCOLATION TEsT
SOILS LOG
PERCOLATION
TEST
PERFORMEO FOR:.
LEGAL 'DESCRIPTION:
~
2
3
9
10
11
12
13
14-
15-
16
17
18
19
20
DATE PER¢0R~E0: 7-/~- ¢¢
SLOPE
SITE PLAN
WAS GROUNO WATER
ENCOUNTERED?
IF YES, AT WHAT
OEPTH?
iF i~L__LI i I I ! J
PERCOLATION RATE
TEST RUN BETWEEN
Rick Mystrorn,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 8, 1996
Kathryn E. Peterson
PO Box 305
Kotzebue, Alaska 99752
Subject: USS #1069 Tract A & B (Peterson portion)
Permit #SW950191, PID #090-021-64
The subject permit, issued August 7, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 7, 1996.
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
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sin~ely,
PrOgram Manager
On-site Services
enc: Copy of Permit
cc: LCMF Limited
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950191
DESIGN ENGINEER:LCMF LIMITED
OWNER NAME:PETERSON KATHRYN E.
OWNER ADDRESS:PoO. BOX 305
KOTZEBUE, ALASKA 99752
DATE ISSUED: 8/07/95
EXPIRATION DATE~ 8/07/96
PARCEL ID:09002164
LEGAL DESCRIPTION:
US SURVEY 1069 TR
A & B
LOT SIZE: 842015 (SQ. FT.)
NUMBER OF BEDROOMS: 1 THIS PERMIT: 1
THIS PERMIT IS FOR THE COMSTRUCTION OF:
PRIV~i SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80) .
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
Ao OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:
DATE:
DATE:/~.~//~-~
SUBJECt:
SHT.:,,, ,/ OF__
16.955 ACRES
?
VICINITY MAP
DATE: 9/29/94 DRAWN BY:
SCALE: 1" = 200' CHECKED BY:
: SHEET:
W.O. No:
PLANNERS
PROJECT MANAGERS
723 West Sixth Avenue
Anchorage, Alaska 99501
; , LEGAL OE$CRIPTION:
I 3
SLOPE
5
6
7
8,
10
11
12
13
14-
15-
16-
17
18
19
20
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
PERCOLATION RARE- 4~0,~ ' (minule=/~nch}
TEST RUN BETWEEN ~'~ I=T AND ~.C~ FT
COMMENTS
CERTI.FIEO
July 25, 1994
Mr. Dea Calvin
Bird Creek Association
Box 8621
Bird Creek, Alaska 99540
Re: Wastewater Engineering Analysis
Field Report for July 12 & 13, 1994
Dear Mr. Calvin:
Attached herewith is the report on our site inspection of the
proposed location for acceptable out-house sites. The three home
sites on the south side of Bird Creek are proposed to have septic
systems. The five home sites on the north side of Bird Creek are
proposed to have earth privy systems.
Sharon Whitlock:
No acceptable perc locations were observed in the field.
Recommendation:
1. The use of a holding tank located just south of the road in the
front of the house.
2. Move the well to the north of the house along Bird Creek to
meet the 100 foot setback requirement from well to holding
tank.
Dea Calvin:
A distance of 87 feet from well to septic was verified.
Recommendation:
1. Apply for a waiver on the 100 foot set back from septic to well
measurement.
2. Perform an adequacy test on the septic system.
Butch Wheeler:
A distance of 90 feet from holding tank to surface water and 10 feet
from holding tank to well were verified.
Recommendation:
1. Move the holding tank to the south next to the base of the hill
approximately 15 feet or apply for a waiver on the 100 foot
setback from holding tank to surface water measurement.
2. Move the well to the west of the house along Bird Creek to meet
the 100 foot set back requirement from well to holding tank.
Fritz Hayes:
Three test holes were excavated (see attachment). TH1 established
bedrock at 3.5 feet. TH2 established bedrock at 1.5 feet. TH3
established bedrock at an acceptable depth of 4.5 feet, a minimal
percolation rate of 80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Mr. Dea Calvin
July 25, 1994
Page 2
Kathev Hess:
One test hole was excavated (see attachment). TH4 established~
at an acceptable depth of 5.5 feet, a minimal percolation rate of
80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Rita Eaale:
Two test holes was excavated (see attachment). TH5 established
bedrock at a depth of 1.5 feet. TH6 established gravel at an
acceptable depth of 5.2 feet, a minimal percolation rate of 35.0
minutes/inch was tested at this location.
Recommendation:
1. Move the privy to TH6.
Richard Tremble:
One test hole was excavated (see attachment). TH7 established
bedrock at an acceptable depth of 5.7 feet, a minimal percolation
rate of 23.3 minutes/inch was tested at this location. TH7 was
measured at 103 feet from surface water.
Recommendation:
1. Move the privy to THT.
Dario Mar~inez:
Four test holes were excavated (see attachment). TH8 established
ground water at 4.5 feet. TH9 established ground water at 2.5 feet.
TH10 established ground water at 3.5 feet. THll established ground
water at an acceptable depth of 4.7 feet, a minimal percolation rate
of 4.5 minutes/inch was tested at this location. TH8 through THll
all fail to meet the 100 foot minimum setback from surface water to
privy. TH12 established a minimal percolation rate of 2.1
minutes/inch at a location on the hill behind the existing privy at a
distance of 113 feet from surface water.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater depth to
bedrock on the hillside and maintain the 100 feet minimum
distance to surface water. The location will need to have a
minimal percolation rate of 60.0 minutes/inch.
Please contact us with any questions.
Sincerely,
LCMF Limi~d. ,~
Project Engineer
Attachment
MC: mc
94-012
!
SUaJEC~.,
Municipality of Anchorage Page / of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~-vJ¢'=J~'/~") PID Number:
Na"'e:~T~ /~AY'~ Wastewater System: D New ~ Upgrade
~: ABSORPTION FIELD
Phone: ~.~ ~No, of Bedrooms: / ~ Deep Trench ~ Shallow Trench ~Bed ~Mound DOther
Soil Rating: Total Depth from original grade:
LEGAL DESCRIPTION e.~s,..~.
Lot: Block; Subdiv~ion: 3epth to pipe bottom from original g~ade: Gravel depth beneath pipe
~ ~ Section: Fill added above original grade: Gravel length:
Township: /~ ~ Range: / ~ ~ Ft. Fl
WELL: D New ~ Upgrade ~/A Grave~width: Numberof~ines:
Ft. Ft.
Classification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material:
Ft. Ft. SQ. Ft.
Driller: Date Drilled: gaticWater Level: Installer: Date installed:
Yield: ~ Pump Set at: I Casing HeigM Above Ground: TANK
GPM Ft, Ft.
SEPARATION DISTANCES ~ Septic ~ Holding C S.T.E.P.
To Septic Absorption Lift Holding Public/Private M~nufacturer: Capacity in gallons:
From TsnX Field Station Tank Sewer Lines
Material: Number of Compa~ments:
s~f~ /~ ~ P~lvv ~. ~,.~ ~ ~ LIFT STATION ~/A
Water
Lot Size in gagons: J Manufacturer:
"Pump on" level at: J "Pump Off" level at: J High water alarm
Foundation ~ ~ ~0
Cu~ai~ Pump Make & Mo~el ~ Electrical Inspections pedormed by:
BENCH MARK
Inspections performed by: V~C ~~ Dates:lst ~/Jl/ff~
Department of Health and Human Services approval ~;~ ...I.1~1~
Reviewed and approved by: Date: ~-/~-~ ~w[~ ~
72-053 (Rev 9/91) MOA 25
Permit No. ,~t,~J c~;o /E~ Page '~ of -~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: tff~ S¢,.~/~y IO~ -['1~-- 11, ~ ~. PIDNo.: o~100,2-1~L
72+013 A (Rev. 9/91) MOA 25
SHEET -~ OF ~
DATE /-/-//- ¢
PREPARED BY
SUBJECT
PROJECT
LCMI~ Incorporate.d,, ~
P.O. Box 955 139 East 51st Avenue
Barrow, Alaska 99723 Anchorage, Alaska 99503
800~.78-8213 Voice Voice 907-562-1830
907-852-8213 Fax Fax 907-562-1831
~501
SURVEYORS
PLANNERS
PROJECT MANAGERS
SOILS LOG
PERCOLATION
4
5
6
7
'8
g
10
11
12-
13-
14-
15-
16
17
18
19
20
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF .YES, AT WHAT
DEPTH?
Reading Dale Time Time
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PERCOLATION RATE'__ '
TEST RUN BETWEEN /' ~ - FT AND 2,~ . FT
ENGIN-EERs
SURVEYORS
PLANNERS
PROJECTMANAGERS
[xthAvenue
Anchorage, Alaska gg501
SO~LS LOG
PERCOLATION
7
9
10
12
13
14
15
16
17
19
ELOPE
SITE PLAN
lit.
IF YES,, AT WHAT
DEPTH?
'1
Rick Mystrom,
Mayor
Mtmicipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 8, 1996
Fritz Hayes
8001Countrywoods Drive
Anchorage, Alaska 99502
Subject: USS #1069 Tract A & B
Permit #SW950189, PID #090-021-64
The subject permit, issued August 7, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of August 7, 1996.
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. Ail 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
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
s, P.E.
nager
On-site Services
enc: Copy of Permit
cc: LCMF Limited
PAGE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519~6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950189
DESIGN ENGINEER:LCMF LIMITED
OWNER NAME:HAYES FRITZ
OWNER ADDRESS:8001 COUNTRYWOODS DRIVE
ANCHORAGE, ALASKA 99502
DATE ISSUED: 8/07/95
EXPIRATION DATE:
PARCEL ID:09002164
LEGAL DESCRIPTION:
US SURVEY 1069 TR
A & B
LOT SIZE: 842015 (SQ. FT.)
NUMBER OF BEDROOMS: 1 THIS PERMIT: 1
THIS PERMIT IS FOR THE CONSTRUCTION OF:
PRIVY SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUMICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80) .
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
1 OF
8/07/96
SPECIAL PROVISIONS:
RECEIVED BY: ~--~ ~ ~
ISSUED BY: ~~
DATE:
DATE:
VICINITY MAP
DRAWN
CHECKED 8Y:
SHEET:
DATE: 9/29/94
SCALE: 1' = 200' W,O. No:
&RES
/----- F/ ENGINEERS
~l~v~ SURVEYORS
~ PLANNERS
B'~m PROJECT MANAGERS
723 West Sixth Avenue
Anchorage, Alaska 99501
PERFORMED FOR'
LEGAL 0E$CRiPTION:
1.
7
8
12
15
16
20
SOILS LOG
PERCOLATION
TEST
SLOPE
SITE PLAN
ENCOUNTERED? pC) J
IF YE$.ATWHAT E I I
PERCOLATION RATE-
TEST RUN BETWEEN FT AND
COMMENTS
pERFORMED BY: CERTI.FIEO 8¥: OATE:
CENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
723 West Sixth Avenue
Anchorage, Alaska 99501
PERFORMED FOR
:2
3-
4
7
12
17-
20
SLOPE
' ~-1 SOILS LOG
PERCOLATION
TEST
WAS GROUNO WATER
ENCOUNTERED?
IF YES, AT WHAT
OEPTH?
I I
PERCOLATION RATE,
TEST RUN BETWEEN
FT AND
COMMENTS
PERFORt.~EO BY: CERTIFIED BY: OATE:
LIMITED
ENGINEERS
SURVEYORS
PLANNERS
PROJECT MANAGERS
0ATE P~RFORMEO ,'~--/~P-- C~V
SLOPE
9
10
11/
12-
13-
:
14-
15-
17-
18-
19-
20-
WAS GROUNOWATER . ! S
L
ENCOUNTERED? O O
P
E
IF :YES, AT WHAT
DEPTH?
I iI
Reading Oa;e Time Time Weler Drop
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............... ,.~=.~? ....21_: oD ~, ,,
/o: 35 ~ '. oo/, o, I
PERCOLATION RATE' ' <~{~',O (minute$1,nchl
TEST RUN BETWEEN /, ~' . FT ANO ~' '~ FT
COMMENTS
July 25, 1994
Mr. Dea Calvin
Bird Creek Association
Box 8621
Bird Creek, Alaska 99540
Re: Wastewater Engineering Analysis
Field Report for July 12 & 13, 1994
Dear Mr. Calvin:
Attached herewith is the report on our site inspection of the
proposed location for acceptable out-house sites. The three home
sites on the south side of Bird Creek are proposed to have septic
systems. The five home sites on the north side of Bird Creek are
proposed to have earth privy systems.
Sharon Whitlock:
No acceptable perc locations were observed in the field.
Recommendation:
1. The use of a holding tank located just south of the road in the
front of the house.
2. Move the well to the north of the house along Bird Creek to
meet the 100 foot setback requirement from well to holding
tank.
Dea Cal____vin:
A distance of 87 feet from well to septic was verified.
Recommendation:
1. Apply for a waiver on the 100 foot set back from septic to well
measurement.
2. Perform an adequacy test on the septic system.
Butch Wheeler.;
A distance of 90 feet from holding tank to surface water and 10 feet
from holding tank to well were verified.
Recommendation:
1. Move the holding tank to the south next to the base of the hill
approximately 15 feet or apply for a waiver on the 100 foot
setback from holding tank to surface water measurement.
2. Move the well to the west of the house along Bird Creek to meet
the 100 foot set back requirement from well to holding tank.
FritzHa__~_~y_~:
Three test holes were excavated (see attachment).
bedrock at 3.5 feet. TH2 established bedrock at
established bedrock at an acceptable depth of 4.5
percolation rate of 80.0 minutes/inch was tested at
Recommendation:
1.
TH1 established
1.5 feet. TH3
feet, a minimal
this location.
Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
~r. Dea Calvin
July 25, 1994
Page 2
Kathe¥ Hess% ~o~-
One test hole was excavated (see attachment). TH4 established ~
at an acceptable depth of 5.5 feet, a minimal percolation rate of
80.0 minutes/inch was tested at this location.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater to bedrock and
find a location which will have a minimal percolation rate of
60.0 minutes/inch.
Rita Ea~le:
Two test holes was excavated (see attachment). TH5 established
bedrock at a depth of 1.5 feet. TH6 established gravel at an
acceptable depth of 5.2 feet, a minimal percolation rate of 35.0
minutes/inch was tested at this location.
Recommendation:
1. Move the privy to TH6.
Richard Tremble:
One test hole was excavated (see attachment). TH7 established
bedrock at an acceptable depth of 5.7 feet, a minimal percolation
rate of 23.3 minutes/inch was tested at this location. TH7 was
measured at 103 feet from surface water.
Recommendation:
1. Move the privy to TH7.
Dario Mar~inez:
Four test holes were excavated (see attachment). TH8 established
ground water at 4.5 feet. TH9 established ground water at 2.5 feet.
TH10 established ground water at 3.5 feet. THll established ground
water at an acceptable depth of 4.7 feet, a minimal percolation rate
of 4.5 minutes/inch was tested at this location. TH8 through THll
all fail to meet the 100 foot minimum setback from surface water to
privy. TH12 established a minimal percolation rate of 2.1
minutes/inch at a location on the hill behind the existing privy at a
distance of 113 feet from surface water.
Recommendation:
1. Move the privy to an area of 4.5 feet or greater depth to
bedrock on the hillside and maintain the 100 feet minimum
distance to surface water. The location will need to have a
minimal percolation rate of 60.0 minutes/inch.
Please contact us with any questions.
Sincerely,
LCMF Limi~d. ,~
Project Engineer
Attachment
MC: mc
94-012
KA THY HESS
PREPARI;D I~:
SU~ECT:
