HomeMy WebLinkAboutPENNINGTON PARK BLK 3 LT 7
F~ick Mystrom,
Mayor
Mtuficipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
September 26, 1995
John T Been
Sharon L Benn
17545 Bettijean Street
Anchorage, Alaska 99516 5613
Subject:
Lot 7 Block 3 Pennington Park Subdivision
Permit #SW940363, PID #020-181-24
The subject permit, issued September 26, 1994 by this office for a
single family well and/or on-site wastewater system, has
expired as of September 26, 1995.
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.
j~~e~serely ' ~.~.~
Program Manager
On-site Services
enc:
Copy of Permit
cc: S & S Engineering
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW940363
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:BETTERLEY JACK G &
OWNER ADDRESS:P.O. BOX 113105
ANCHORAGE, AK 99511
DATE ISSUED: 9/26/94
EXPIRATION DATE: 9/26/95
PARCEL ID:02018124
LEGAL DESCRIPTION: PENNINGTON PARK BLK 3 LT 7
LOT SIZE: 40693 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK 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)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEMUNDER 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:
RECEIVED BY: ~/r~'~6%/'-
ISSUED BY: /~~~
DATE:
DATE:
ROBERT SHAFER, P.E.
September 8, 1994
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Pennington Park Subd., Block 3, Lot 7
Request you issue a permit to upgrade the septic system
serving the four bedroom house on the referenced property.
The existing system is currently encroaching groundwater and
is within 100 feet from a stream to the south.
Two test holes were excavated and percolation tests performed.
The approximate test hole locations are shown on the site
plan.
As can be seen on the attached site plan the only available
area is the northwest corner of the property. We request you
issue a 2 foot property line waiver so that the proposed
septic system can be constructed outside the 100 foot
protective well radii.
We do not anticipate any adverse effects on the neighboring
properties by the installation of the proposed septic upgrade.
If you have any questions, or require any additional
information for your review, please contact us.
~a. mes .,,F. Will,ms
C iv~I'~ Engin~r
,E.
17034 NORTH EAGLE RIVER LOOP ° SUITE 204 ° EAGLE RIVER, ALASKA 99577
- 50' UPGRADE
SCALE
BETTIJEAN STREET
o>
CREEK SETBACK
C)
10'
UTIL ESM'r
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'S'rN
ON-SITE WASTEWATER DISPOSAL SYSTEM
C~)NSTRUCTION PRAC'fIfY~S
and
MATERIAL SPECIFICATIONS
REFERENCE: Pennington Park Subdivision; Block 3; Lot 7
1. The scope of this project includes the installation of a 1500 gallon
septic tank effluent pumping (S.T.E.P.) system and a pressurized
absorption bed to serve the proposed four bedroom residence for the
referenced property. The existing 500 gallon septic tank is to be
excavated, pumped, crushed, and abandoned in place. The existing
leachfield is to be abandoned in place.
2. Construction shall be in accordance with the approved site plan and
design drawings, Municipal permit with any special provisions or
conditions, and all applicable State and Municipal Wastewater Disposal
Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
4. Unless specifically agreed otherwise, the property owner shall be
responsible for final grading areas subsequently ~epressed from soil
settling. On all leachfield mound systems, the property owner shall be
responsible for ensuring a satisfactory vegetation growth over the
mounded area.
5. Contractors installing wastewater disposal systems must be certified by
the Municipal Health Department for system installations. Owners
installing their own systems must also receive prior approval from the
Municipal Health Department.
SEPTIC TAh~ INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank
manufacturer. Construction shall include two 4" cleanouts for pumping
access.
2. The septic tank shall be sufficiently bedded to prevent settling or
shifting of the tank.
3. Ail standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
4. Septic tanks installed with less than 4' of cover shall be insulated.
Page Two
Pennington Park Subdivision; Block 3; Lot 7
August 15, 1994
5. A foundation cleanout shall be installed one to four feet from the
building foundation. In the line between the tank and the leachfield
there shall be two adjacent cleanouts (unless an effluent pumping system
exists within the septic tank). These cleanouts shall be located on
undisturbed soil not more than 10' from the tank. The first cleanout,
in line, shall be to clean toward the leachfield. The second cleanout
shall be to clean toward the septic tank.
6. Final grading over the septic tank shall be such that a positive slope
exists away from the septic tank.
~Z~D MOD'ND SYS~'~M INSTALLATION:
1. Any peat or organic matter must be removed from the elevated mound site.
2. The bottom of the basal bed area as well as the top of the sand filter
is to be within two inches of level.
3. The distribution piping is to be of PVC (ASTM D3034 or equal).
joints are to be solvent cemented.
Ail
4. The side slopes of the top layer of the mound system must not be steeper
than 33% (3:1).
5. The top of the mound shall be covered with a minimum of 6 inches of
topsoil and vegetated sufficiently to prevent erosion.
6. The distribution pipes are to be embedded in sewer rock. Care should be
taken to backfill in such a way as to prevent damage to the piping
system.
7. Silt barrier material must be installed between the final gravel layer
and the native soil backfill. Ensure the silt barrier covers the entire
gravel surface before placing backfill.
8. Backfill over the final gravel layer must not be less than twenty-four
(24) inches. Insulation must be installed when the backfill depth is
less than thirty-six (36) inches.
Page Three
Pennington Park Subdivision; Block 3; Lot 7
August 15, 1994
MINIMUM MATERIAL SP~CIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a
Municipally approved septic tank manufacturer.
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Type of Pipe Perforated
Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the
inspecting engineer.
3. Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Fernco, or equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal)
must be installed between the final leachfield gravel layer and the
native soil backfill.
6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel
with less than 3% passing the ~200 sieve.
7. When sand is being used as a filter material, its gradation
specifications must conform to current M.O.A. or D.E.C. requirements.
INSPf~TIONS:
Typically there will be a minimum of three (3) inspections required during the
installation of the wastewater disposal system. These inspections will occur as
follows:
1. The first inspection must be conducted after the excavation of ditches,
pits, trenches, or beds and before the installation of any gravel. A
septic tank may be set in place, but may not be backfilled before this
inspection.
Page Four
Pennington Park Subdivision; Block 3; Lot 7
August 15, 1994
2. The second inspection must be conducted after the placement of the silt
barrier, gravel, distribution lines, standpipes, cleanouts, and
insulation, but before the placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required, especially with the
installation of multiple trenches, sand filters, pressurized distribution
systems, etc. Thus, the inspecting engineer is to be contacted at least 24
hours prior to the start of construction. If necessary, a pre-construction
meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractor's activities.
The owner shall contract with the contractor to perform the work outlined in
these specifications and plans and in accordance with the attached M.O.A.
permit. There will be no contractual arrangement existing between the
contractor and S & S Engineering. S & S Engineering shall be the owner's
representative and will inspect the work as stated above to document the
contractor's activities. Final acceptance of the contractor's work rests with
the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or
omissions of the contractor or any other persons performing work on this project
or the failure of the contractor to carry out the work in accordance with these
construction documents. S & S Engineering's inspecting engineer will not be
responsible for the construction means, methods, techniques, sequence,
procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
LEGAL DESCRIPTION:, L--'~( ~::~"~/
--i
1
2
~/-~4~ ~o~nship, Range,
SLOPE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
section'~
4
5
6
7
8
WAS GROUND WATER
ENCOUNTERED? ·
,FYES, ATWHAT ~'iS
DEPTH?
10
11
12
Depth to Water After/
13 Monitoring?
14
15
16
17
18
19
20
(ENGINEER'S SEAL)
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
:O.q, ~c-..,. ~ '~ ~'z.. It'
;/0 5, ', ey~ ¥~"
~ ~ ,, ~- ~"
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
S & S ENGINEERING
PERFORMED BY~ ~ ....... ~- ~= .... ~ .... ~G~ ~ ~ I CERTIFY THAT THIS TEST WAS PERFORMED IN
72-008 (~ov. 4/85)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME ~ PHONE
MAILING ADDRESS
~ Well Absorption area Dwelling PERMIT NO.
DISTANCE
TO:
~ ~ Manufacturer Material No. of compartments
Liq, capacity in gallons IF HOMEMADE: Inside length Width Liquid depth
~ Well Dwelling PERMIT NO.
DISTANCE
TO:
~ ~ ~ Manufacturer Material Liquid capacity in gallons
~ Well Foundation Nearest lot line PERMIT NO,
~ ~ DISTANCE TO:
~ No. of lines Length of each line Total length of lines Trench
Distance
between
lines
~ ~ Top of til~o finish ~d~ Material beneath tile i Total effec~e ~bs~rption area
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
m Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOIL TEST RATING
REMARKS
APPROVED DATE LEGAL
72-013 (Rev. 3/78)
DEF'RRTMENT fL. HERLTH FIND EN","IRONMENTRL, ..ClTEC:TICIN
,:,~.._ L STREET., ~RNCFI~RRGE., Hr:'. 'g'~;¢[fl ' - [) ~¢ ~/~
'" "' '" t ....
HF. F L l _.HNI E:,,~::E: GENERRL?
LOCFITION pQ~ /o-- ~ ~ ~ ~ ¢~1 / &~,
LEGFIL L7 B3: F'ENNINGTCN F'RRK L. OT SIZE 4E~E~8 S6!URRE FEET
T'T'PE OF 50IL FtF.:SORPTION S'¢S'TEM IS: TRENCH
MFIXIf'IUM NUMBER OF BEDROOMS =: 4 SOIL RRTING (SL:.! FT,..'E:R)=
THE F. tE6:IUIRED SIZF' OF 'THE SOIL RBSORPTION S'T'S"FEM IS:
E) E F" -ll"' H = Le:3
'THE LENGTH DIMENSION IS ']'HE LENG'T'H (IN FEET:.', OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETHEEN THE SURFRC:E OF' 'THE
GROUND RND THE BOTTOM OF 'THE EXCFI',,,'RTION (IN FEET::,.
THERE IS NO SET HIDTH FOR TRENCHE"-;.
'THE GRRVEL. DEPTH IS 'THE MINIMUM DEPTH OF GRR',,,'EL BETHEEN THE OUTFRLL PIPE
FIND THE BOTTOM OF THE EXCFI',,,'RTION (IN FEET.'.',.
FERMI1 MFFt_I_.HNF HRS 'THE RE_,FLN=IBIL. I TO INFJF..fl THIS [EFHRTMENF [:,tJRING THE
INSTRLLRTION INSF'ECTIONS OF FIN'¢ HELL=,, '- FIDJRC:ENT TO TFII'=_, FF..uFEF:.T~.'" ' " ' ' FIND TFIE
NUMBER OF RESIDENCE'=; THFIT THE HELL HILL SERVE.
qf' I..q C, ,:" '":" ""
- .=-." I I"-.11"-- -"
:.F EC:T' I C,f'-.!"=- RF-."E': REC-:~.LI .'lE IF~".EE:.
-' ' I .... '- ' '1 .... :' -' - '" - E:'T'
E,H....{.:,FILLING OF F{N'.r' S'¢STEM HITHOUT FINFIL IN=,FE..TION FIND HFF:F.J,HL THIS
DEPFIRTMENT HILL E:E F:UB..I'ECT TO PROSECUTION.
MINIMUM DISTRNCE BETHEEN R HELL RND FIN'¢ ON-SITE SEHFIGE DISPOSRL S'¢STEM IS
±80 FEET FOR FI PRIVRTE WELL OR :1.5L:~ TO 2L.]C~ FEET FROM FI PUBLIC HELL DEF'ENDING
UPON THE T'T'PE OF' F'LIBLIC: HELL
MINIMUM [.',I'=;TRNCE FROM R PRI'v'RTE HELL TO R PRI'v'RTE SEHER LINE IS .'..-"5 FEET RND
TO FI COMMUNIT'¢ SEI.4ER LINE IS 75 FEET.
OTHER RE6!UIREMENTS MFt'¢ RPPL'¢. SPECIF'IC:FITIONS RN[:, CONSTRUCTION [:,IRGRRMS FIRE
R'v'FIILFtBLE TO INL=;URE PROPER INSTRt_LRTION.
I CERTIF'¢ THFIT
:L: t FIM FFII',IILIFIR HITH THE REL".~UIREMENTS FOR ON-SITE SEHERS FIND I.,.IELL'::; FIS '_-';ET
FORTH B'¢ THE MUNIC:IF'FtLIT'¢ OF FINCHORFIGE.
2: I HILL INS]"FILL THE' S'¢STEM IN FICCORDFINCE HITH 'THE CODES.
.3:: I UNDERSTFtND THFIT THE ON-SITE SEHER S'T'STEM MFt'¢ REf:]UIRE EI"4LFIRGEMENT IF' THE
RESIDENCE IS F.:EMODELED TO INCLUDE MORE THFIN 4- BEDROOMS.
'::'=~ I ' "', '~ ' ' .__/
FOR:.
MUNICIPALITY OF ANCHORAGE
bEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street~ Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
DESCRIPTION:
.J (FLEET)
~ It~u ~L
SLOPE
/
_ /
/
/
/
/
/
PERCOLATION
TEST
u; !~r ORt,'IED BY: E) ~. [%
:' ) ~,' (6179)
°ATE
SITE PLAN
ENCOUNTEREO~_ ~0
'11 I )
DEPTH? ·
adh ,1 Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
FT AND
CERTIFIED BY:,
, ~' ~ ...... ~. ? .... .....
~' No. 2]00 - E .~, ~
~'O~. OCT. ~4 ~Tn
'hf?~.. ~' ' :..~
PERMIT NO.
IC:I F'FILI-r'T' C~F I:;If-JC:H~]E~RiSE
DEPRRTMENT i HEALTH AND ENVIRONMENTAL .OTECTION
825 'L" STREET, ANCHORAGE, BK. 99501
264-4?20
APPLICANT
LOCATION
LEGRL
LYLE CHRISTENSON
BETTY JEAN WRY
LT. 7 BLK. ~ PENNINGTON PK
SRR BX 471
LOT SIZE
40000 SQLIBRE FEET
T~PE OF SOIL ABSORPTION S9STEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4
SOIL RATING (SQ FT?BR)= t55
THE REQUIRED SIZE OF 'THE SOIL ABSORPTION SYSTEM IS:
[:,EPTt-t= ¢=2; LEr-JG'I- H = ~8 ISRR%.'EL C,E P ]r'~-I = 4
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRBINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTANCE BETWEEN THE SLIRFBCE OF 'THE:
GROUN[:, AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFRLL PIPE
AND '[HE BOTTOM OF THE E~,<CR'¢ATION (IN FEET).
E: E L---..! L! I i~..: E [:,'SEPT. I C: T R I'-~ F::] '--;' . I ZE=--- 5 .¢-£~ ~.--J C~ R L_ L r_; ~..~ =.,--'
PERMIT APPLICANT HAS THE RESPONSIBILIT9 TO INFORM THIS DEPARTMENT DURING THE
INSTBLL8TION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE·
T L--! C, .:~ ;-]: ) I r-.I $ P E C: T I ,3 l'-.t $ Ft I~: E R E ,];! L! I; I~..: E [:,
BACKFILLING OF ANY "-]YSTEM WITHOUT FINAL INSPECTION RN[:, APPROVAL BY 'THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN R WELL RND ANY ON-SITE SEWRGE DISPOSAL SYSTEM IS
100 FEET FOR R PRIVATE WELL OR 150 TO 200 FEET FF..JM'r R F_IBLIC'I "WELL DEF'ENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM R PR I ',,,'RTE WELL TO R PRI'¢RTE SEWER LINE IS '-'~
~--'._, FEET RN[:,
TO R COMMUNITY SEWER LINE ICl 75 FEET.
OTHER REQUIREMENTS MAY RF'PL'.r'. SPEC IF I CRT IONS AN[:, CONSTRUCTION DIAGRAMS ARE
R',,,'RILRBLE TO INSURE PROPER INSTRLLATION.
F'EF-:r.1 I T E:=-::F' I RES DE~2:Er-IBER
I CERTIFY THAT
'1 · IRM FRM I L IRR W I TH THE F..EC.!U I R. EMENTS FOE'. JN-=, I TE
I- '- ,~.
_,EWER_, AN[:, WELLSH_,-c ,--=,ET.
FORTH BY THE MUNICIPRLITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
~:: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MRY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
ISSUE[:,
825 "1._" S'TREET
ANCt. IQRAGE, AI_.ASI<A 99501
(907) 2(i,1-4111
GFOf?G[~ 4,q S(]L L I VA N,
MA
DEPAi:/T MEN'I (')1: Itl=Al_TH AND E~,JVIFIONMEN YAL PI'tOfEC f'ION
December 31, 1980
Lyle Christenson
Star Route A Box 471-B
Anchorage, Alaska 99507
Permit ~ #800680
Subject: Lot 7 Block 3 Pennington Park Subdivision
A permit issued by this department for well and/or sewer
system has expired as of this date.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log should be sent
to this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them send us the as-builts for
our files.
If there are any further questions, please call this
office at 264-4720.
Sincerely,~ ?; h~ol~x5 ~/~&__~ .
Les N. h z, R.S./y
Senior Environmental ~p~cialist
LNB/tjw
enc: Copy of Permit
SWP/057
PERMI]" NO.
DEPBRTMENT L,," HERLTH 8ND ENVIRONMENTFtL , ~,i:OTECTION
825 "L" STREET., 8NCHORBGE, BK. 99501
264-4720
C~-~] I 'TE ~]EL-~E~ L~P~~[~.E ~ER~'~ ]~] T
( 80~680 )
RPPL. ICANT L. YLE CHRISTENSON S.R.R. BOX 4?i-B
L. OCATION BETTY JERN WA'¢
I....EGBL :'~?~IBK~ PENNINGTON PBRK LOT SIZE
'TS~PE OF SOIL.. RBSORPTION SYSTEM IS: TRENCH
~45-i8;~9
40000 SQURRE FEET
MR~<IMUM NUMBER OF BEDROOMS = 4
SOIL RBTING (SQ FT?BR)= ±55
THE REf.]UIRED SIZE OF THE SOIL FtBSORPTION S'¢STEM IS:
THE LENGTH DIMENSION IS THE LENGTH (IN FEET') OF THE TRENCH OR DR~INFIELD.
THE [)EPTH OF B TRENCH OR PIT IS THE DISTBNCE BETWEEN THE SURFRCE OF THE
GROUND 8N[) THE 80TTOM OF THE EXCaVaTION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE P ~'-~' '- OF ~',/EL~BETWEE~I ~HE OIJTFRLL F'IPE
RND THE BOTTObl OE ~E EXCR'v'RTION (IN FEET
PERMIT RPPLICRNT HR5 THE RE:SPONSIBILITY 'fO INFORM THIS DEPRRTMENT DURING THE
INSTRLLRTION INSPECTIONS OF RN'¢ WELLS RDJRCENT TO THIS PROPERT'¢ RND THE
NUMBER OF RESIDENCES THRT THE WELL WILL SERVE.
-r l.,.! c~ ( 2 ::, I I,.,i 2; F- E C: -r' I c~ I,-,I s R F-: E F-: E fl~! Ct I F..; ill I::~:,
BRCKFILLING OF FtN'¢ S'¢STEM WI THOUT FINRL INSPECT ION RN[:, RPPRO',,,'RL. B'¢ THIS
DEPRRTMENT' WILL BE SUBJECT TO PROSECUTION.
MINIMUM [:,ISTF~NCE BETWEEN R WELL RND RN'¢ ON-SITE SENRGE DISPOSFtL S°¢STEM IS
t00 FEET FOR R PRIVRTE WELL OR '150 TO 200 FEET FROM R PUBLIC WELL. DEPENDING
UPON THE T'¢PE OF PUBLIC WELt..
MINIMUM [:,ISTRNCE FROM ~ PRIVRTE WELL TO R PRIVRTE SEWER LINE IS 25 FEET'
TO R COMMI..INIT'-r' '_-';EWER LINE IS ,"7'5 FEET.
OTHER REt.]UIREMENTS MR"r' RPF'L"r'. SPECIFICFITIONS RND r':ONSTRUCTION DIRGRRMS RRE
F¢,,,'RILFIBLE TO INSURE PROPER INSTRLL. RTION.
I CERTIFY THRT
l: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEklERS RND WELLS RS SET
FORTH B~ THE MUNICIPRLIT9 OF RNCHORRGE.
2: I WILL. INSTRLL THE S~STEM IN RCCORDRNCE WITH THE CODES.
~: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM MR9 REQUIRE ENLRRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THRN 4 BEDROOMS.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME 1PHONE [~NEW '
~AILING ADDRESS
LEGAL DESCRIPTION
LOCATION
OF~ ~O~O~ ~t~ ~tUE NO. OF BEDROOMS ~
DiSTANCE TO: ]Well I AbsorPtion area Dwelling PERMIT NO.
~ Manufacturer ~~ Material ~tL No. of compartments
Liq'capacityingall°nss~ IF HOMEMADE: Insidelength ~J~ Width
~ DISTANCET%~ ,'ell Dwelling PERMIT NO.
~ 'Manufacturer ~ ~ Material Liquid capacity in gallons
Q ~ DISTANCE T~: Well Foundation Nearest lot line PERMIT NO.
~ ~ Z No. of lines Le h of each line Total length of lines Trench width Distance between lines
in ,.s
Top of tile to fihish gr de I [ Material beneath tile Total effective absorption area
Q inches
Length ~ dth Depth PERMIT NO.
~ ~ Tg~o of crib G~ meter GriB d~pth Total eff~ctiw adsorption area
m ,Iff ~ Building foundation Nearest lot line
e DISTANCE TO:
~ Class De ~th Driller Distance to lot line PERMIT NO,
~ DISTANCE TO~, ~ B~I foundation Sewer line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOl L TEST RA~ING
REMARKS
~OVED ~ DATE LEGAL
72-013 (
THE [...E!",t(i.:i"I"H [::, 11.'IEN'::~; t ON I :.:.'i; THE LEI'.,IGTH ,:: 11'.4 I::'I~:1:ET ::, (]1::' THE TRENCH OR [:,RI:::I
THE Dli:1:F'TH O1:::' I:::1 "I'RIE1",ICH OR F'IT ZS THE Dt'STFII'.4CE BETI4EEI'-,I THE ::1!;UI:;;:I:::'FI(;::I!:1: OF THI:1!:
Gt:;i:OLIN[:, FIN[) 'T'HE DO'T'TOM OF:: THE E',:-::CI:::I'v'I:::tTZ ON ,:: I I'.,I FEET ::,.
"I"HEi:;i:E I S NO :!:1;lET !.41 [:,TH I:=OF;.: TF;.':EI'.~CHES.
THE Gt;~'.F!',,,'EI .... [:,EF:'TH IS THE HINIMt...IM [:,IEF'TH OF' (:!it;;":l::l'v'IEt..~ Ii!!:ETI.,.IIEEN THE OLrT'F'FiLL. PIF'li!i:
FtNt.') 'T'HE BOT"r'OM OF' THE E:,.::CI:::IVI=tT I ON ,:: I 1'.,I FEET ).
F::'E:I:;~:M I T ~:::IF::'PL I CFII'-,I"I" I...i1:::i:5 THtE RE::1!;F'ONS I B I L I "F"r' "FO I I",tF:'OR1."I 'l'H 1' :iii; [:'EF'FIIq:TMI.:i~I'.,IT [:,1...11:;;'. ;[ i",IG "r'l...ll::.i:
I NSTI:::ILL..I:::iT I ON I NSI:::'EE:T I OP.,IS OF::' t:::li",l"r' HEL. L..S I::I[:'JFt(]E]'4T T(.') TF'I ! ;!!i; F:'ROF::'IEI;;:T'¢ I:::11",1[:, THE
1",IUME;I!!i]:;;: OF i:;;:ESI[:,Et",IC':ES THR'T "FHE !.'.IEEL..L.. I.,.IIL. L.. SER',,,'E.
l~ii:t:::lE:l<F:' ILL t NG OF:' t:::lt",t"r' S"r'STEM I.,.I I THOUT F 11",IF:IL INSPECT I ON I:::INI} I::IPI:::'RO',,,'I=t[... E:"r' TH I S
I}EF'FIRTME1'.,I]" I.,.11 LL. E:E SUE:JEf::] .... f'O F:'I:;i:O::.'i;ECUT I O1'.,I.
M 11",11 ['1I...IM [:, ]: ::1i;'T'!::Ii",ICE BE"f'I.,.IEIEI'.,I I:::1 P.IEL. L. FII",t[:, Rl",l"r' OI",1"-":51 T'IE SEI.,.II:::IGE [:, I SI:::'O:;~!;FIL. :~:.;"r'::1i;"rl:1i;r"l :!: ::1i;
:;L~;i:.~!~ I:::'EET FOR t=1 PI:;;:I',,,'t::ITEI.,.IEL. L.; OF.':
::[.SE! "t"6) ;;;i:Ei(!~ FEE"I" FI;.:OM i:::1 I:::"I...IBL. I(.'.': I.,.IELI .... I}EPENDtt'.,IG IJF:'O1'.,I THE 'T".r'I:::'E O1::' I='UEd....IC I.,.!IE[..! .....
OTHIEi:;i: RE6!U I REMIEI"4TS MFt'-r' FIt::'PL"r'. ' SPEC Z I=' I CI:::!T IONS I:::11",t[:, COI",I'.::1;TRt...ICT].' ON [:, I t::I(3RI:::IM:~:1; FIF.':E
t::I ',,,' FI I L. RBL. E TO I I",ISI...II:;J:E F'F::OI::'tER I I",tSTI:::tI.~L. FITI ON.
I C:EI:;i:T I I:::'"r' 'I"HI:::IT
:l.: I 1:::11"t FRI"IILII:::tI:;: 14ITH THE F.".E(;!UII:;.':EME1",IT'=":; FOI:;i: ON-SITE
i='OI:;.':TH B"r' THE MLtI",I I C': Z PI::IL. I T"r' CII:::' FI1",ICHEIF::FIGE';.
2: I I4 ! LL Z I",ISTRL..I... THE ?r'STEM I N I:::ICCOR[:'FIi'qCE I.'.11 TH 'T'HIE
;ii:: I LII",I[:'ERSTFII'-,I[)THFI]' THE; ON-SITE SEI.,.tER ::1~;"r'S'T'tEM MFI'T' REf~:!IJII:;i:E E1",ILFtI:;::GI:1i]"11!~:~NT It:::'
R El; :iii; I [:' E 1",1C E I :!ii; I'::: E 1''tO [:' E L. E [:' T O I I",! C L. U [:' E I"10 F.': E T H FI 1",1 5 Ii.'".", E [:' i:;.': O O M :!:!;.
F :' C ::INT [ r L [: .... :HF,' I':::;""FN :: 'IN
............................... [' ~ ' ~ .......................................... ","
G"";6.TER ANCHORAGE AREA BOR("' ~H
HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
128
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME /V' MA,L,NG_ _
LOCATION --'~ ~P' ~/~ L~>~ LEGAL DESCRIPTION~'~
SEPT~ TA~K:
DISTANCE FROM WELL,,,'~,;~/~,~., _//~"
LIQUID CAPACITY /~2 ~),,;) GALLONS.
NUMBER OF /
MATERIAL -~ ~-:~;~- COMPARTMENTS
LIQUID
INSIDE LENGTH / INSIDE WIDTH "~"'~ DEPTH__
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS '/ OUTSIDE DIAMETER
LINING MATERIAL ~'~?~/(.~/',~zr~"/~,~ ~,~/./f/~'~_j-
OR WIDTH LENGTH , DEPTH
· DISTANCE FROM WELl~ff~j/,. ./--~':Ww'~
, BUILDING FOUNDATION .~/j~,
NEAREST LOT LINE ~:~/?-~'?~'~' '-)'-~"' ' TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) /Tr~~/~ SQ. FT.
TILE DRAIN FIELD:
DISTANCE NDATION. ~ OF LINES
NUMBERJ~F LINES. DISTANCE B~WEEN LINES / TRENCH WIDTH ~ IN TOTAL EFFECTIVE
AB~ON AREA ______ SQ. FT. ~
DEPTH~H GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
WELL: TYPE ,~w,g/,<..z..~_~.~o DEPTH ,,,/Z)~9 , DISTANCE FROM WATER
, , BUILDING FOUNDATION.
SAMPLE , NEAREST
NEAREST / SEPTIC~. SEEPAGE
.... · , , ,/~,~ w /_/ OTHER
LOT LINE /'/_,9" -ze- SEWER LINE TANK //'~ SYSTEM , CESSPOOL , SOURCES
DISTANCES:
~, -~ <z-=-
'l
DATE
DIAGRAM OF SYSTEM
GREATE' ANCHORAGE AREA {)ROUGH
HEALTH DEPARTMENT
327 Eagle St. Anchorage, Alaska 99501 279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
Case No.///~
NAME OF APPLICANT
RESIDENCE ADDRESS
LEGAL DESCRIPTION
APPLICATION TO INSTALL: SEPTIC TANK X ,SEEPAGE PIT
TO SERVE THE FOLLOWING FACILITY
PERCOLATION TEST RESULT ANTICIPATED DATE OF COMPLETION
LOCATION OF INSTALLATION /~,4-~,~ Ct'=~-,
/~ , DR'AIN FIELD , OTHER
THIS IS TO SERVE AS
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
TANK SIZE
BELOW. SIZE OF UNIT TO BE SERVED..
~-. SEEPAGE AREA ,.,~'
.,~&T~ DIAGRAM OF SYSTEM
DISTANI
if with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code.
De!', t h
Feet
·
Was Ground. Water Encountered?
lease camp la,"lb or lc,
c ~ STANCE ~ND DmECT ON E~OM,~OAD'mTE~sECT ONS ' ',' ': .'~ ~.' ;r:~ ~ OWNE~'OE'WE~E'"'~ r'~':',~'~f:L" ::" ;,';'~S
' ~:'* ~;~V~ ' ' ; ':: ' ' " .... '~ ~: ........ : "~' ' ~ ' ' "' . .- -. .h. Address. :~.~;.. '?~-' 4" ~;..~ .;~L~.',' .'. ' ~. : ~?: ~4~:~';
~';LL:~-:-/'~,--~v ..... '. ;~' .." ':.', .~ ' * '"::."-'~-r..?':~:::-~::'' ';"..: ..'.'.~ - . ." z~'. ' , ':~.'.~ ::-:':~,~:. ~/'7.-.;' ',' '.~:;~"' '?'. -':"~: s'.~'.''::."
'"; :'St~ee~:Address'0nd A~eo of'Well L0caf'lo~',' '.' ':.::~ ' .:.' '~' :':' ' '~ ,, .. ,.. '::.',...~'.'~?':.~:.r......: :, .:.?:........ ~....~.:.'. ~:
2.'WELL:LOG . . , · . , , Feel Below 4. WELL ~EPTH: (final) 5. 'DATE OF COMPLETION
: · , , - . Surface ·
':' To, o.o. ., , "7 -- [7--
G~velly silt" 2 6 ' I ' e . ~ Cable fool ~ Rotary ~ Driven ~ Dug :.
r ~ ~OCk 21 207 Z. USE: ~ Oom,,,~ ~ ".~'~ S.~,'~ ~ '.~U,'.~
'' T J 0 Irrigation 0 Recharge 0 Commlrlcal
~ Tilt Will ~ Other:
8, CASING~ · ~ Threaded ~ We~ded ~'~
~ ~l~. 6 ~. to 21 .,o~t~ w,~t 17 ~,./,.
diam. In, to. ft. Depth Stlckup * ft.
Type:r* 0~ ~ Diameter:
water at intermittent 1evel~ ~ Slot/Me',h 61:.: Length:
with ~Jority ~om 165'. s~, b~,.", l0 .. o.~ 2~ ..
Backfill'lng 6r~v.I peck
tO. STATIC WATER LEVEL: 10 ff. 7~7/89
Dote
~ Above or ~ Below land surface
Equipment usld: ~O~ ~r
il. PUMPING LEVEL below/end ~urfoce end YIELD
207.. o,,.~ 2 h., p~.,i,~ 7 ~.p....
MUNICIPALI~ OF / ~~ ft. after hrs. pumping g.p.m.
DEPT. O~ H~ '1H ~ I2.GROUTING Well Grouted: ~ Yes ~ No
~I~/ID~A$~TAI $ P~TF~I~M
............................... MeleHml: ~ Neat Cement ~ Other:
Length of Drop Pipe ff. cep~cily
14. REMARKS: Liner t~lled ~tween 10'
a~ 207". G~out~ ~tween 20' ~ 40'
16, WATER WELL CONTRACTOR'S CERTIFICATION:
15. Wofer Temperature o ~ F ~ C
This well w~s drilled under my jurisdlcHon and this report is true to the best of my knowledge end belief;
Alpin.e ~ ~ .?
~ri_ling & ~.nterp~lses ~A-9i08
Registered Business Nome Conlroct License Number
P.O. Yox 11~+96 Ancho~ge, ~asl~ 995~i
Address:
Signed: ~ ~ ...... / ~'~/, /'/
A ut"o~lz~epresentative
For~ 02-WWR (11/81) Copy Distribution: WHITE' store DGG~, PINK-Driller, CANARY-Customer
lie I,.. L i:::' lii!~ R M ]i T
F'ar' cml ]: d :: ()20--' .'l. Eil 'J. -'" ;?, 4.
L,o'L L.,aga ]. '.' !,'3u, l:~ d :i, v i 'a :i. or'~ ,~ PENN ,'[ N~3Tt::)N 1:::' (4 F;: K f_,~LIE;. L., c:) '!:.. .. 7
!3~,ct..t ~.:.~r'~ ~ ].O "l"o~,~n~h ~.p -" :1. :LN t:'.~'.ang~ :314
t'"la:...~ E;~.':~dJ"oom'..~s:: "l"l-~:i.:'?:.. I:::' a, r' m ~. 'L :: O 'T'ot. al Capac::i.t.y,",
B :1, oc I.::: :3
kJ l!!!: l,.,, L i: 1.,.,c)c~ mLu~.~'L I:,)a.? :,:.;ubm:i.'Lt, a~d 'Lo I~lt,,u"~ :i, (::: :i, pa],~'l:.¥ of ~,kr~c:l"u.:~r'ag~ De.'i::)ar"Lra(,:-:~r'~'L o" l,..l(.:-:,,',a],'t.l'-~
a r"~ d H Lt m a n S ,:.::.:, r' v :i. c: ,r.,..,? :!ii ~ :i. 'L h :i. n :::.!; () d a y ~ (::) f ~,~ ]. ]. c: o m p ',1. J~,: t,. ,t o in ,,
I¥1(::t :[ t",I"}"F~ ]: I',1 (:..'d....t ....... ~t,...I .:d d: I :[ C)N!!i) t:::'l:"d::}M SC)URC;lili:E) C)F:' CC)IxI"I"(.~M :1: l',l(-:Er .I. bN (.~S
DUT :IN (.'.;,MC :J.',:!.~,,
A ,]~.ilT[?.:']D SU?3'!';'~' ('F I.C.'F
7~ ~l.t.:SK 3, pU?IN';!'.T.rCN
S'UI! bi V l SI[:K;
I~,;JO}{D.iN2- i'I(ZZ]igC'i', ~I
1772
" '""--~ ' - [ DA-rE RECEIVED
' INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
~ ~IClPALI~ ~HORA~E
MUNICIPALITY OF ANCHORAGE z DEPT. OF HEALTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT~IRONMENTAL PROTECTION
825 L Street - Anchorage, Alaska 99501
ENVIRONMENTAL SANITATION DIVISION OCT 2 ? 1980
Telephone 2644720
RECEIVED
~1 ~TIO~8: Gompl~to all ~arts on pa~o 1. In~ompl~t~ r~qu~ ~ill not b* ~roo~d. Pleas~ allo~ ten {10) dags for procossin~.
/ '
~O~[~IY ~[81D[~I {If diff~ront from above) /,' ' ~ 1
MAI kl~G ADD,riSS
~. L~DI~G Iffi~TIT~TIOffi
M~ILI~G ADD8
MAI LInG
5. LEGAL~iESCRIPTION /.~/~ .... ~
6. TYPE OF RI~DE~CE
"~ SINGLE FAMILY
[] MULTIPLE FAMILY
NUMBER OF~BEDROOMS
[] One ,,~ Four
[] Two [] Five
[] Three [] Six
[] Other
7. WATER SUPPLY
~ INDIVIDUAL*
[] COMMUNITY
[] PUBLIC UTILITY
* ATTACH WELL LOG. A well log is required for al wells drilled
since June 1975. For wells drilled prior to that date, give wel
depth (attach tog if available.)
8. SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE** / ~ '~3 YEAR ON-SITE SYSTEM WAS INSTALLED.
[]
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010(Rev 6/79) . / ~ q ~ '$ ~,_.~.~3-~ZL~-. I~ ~
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
[] SINGLE FAMILY
[] MULTIPLE FAMILY
[] ONE
[] TWO
NUMBER OFBEDROOMS
[] THREE [] FIVE
[] FOUR [] SiX
[] OTHER
2. WATER SUPPLY
[] INDIVIDUAL
[] COMMUNITY
[] PUBLIC UTILITY
Connection Verified
3. SEWAGE DISPOSAL SYSTEM
[] IN DI VI DUAL/ON -SITE
I--I PUBLIC UTILITY
Connection Verified
[]Septic Tanl~o Holding Tank
Size: ~O~O If Tank is homemade
give dimensions:
TYPE OF TANK
TOTAL ABSORPTION AREA
4. DISTANCES
WELL TO:
Absorption Area to nearest Lot Line
5. COMMENTS
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
PERMIT NUMBER
DATE INSTALLED
INSTALLER
SOILS RATING ~
MANUFACTURER
MATERIAL
Septic/Holding Tank IAbsorption Area
Line
Nearest Lot Line
72-010 (Rev. 6/79)
Lyle Christ
Star Route
Anchorage~
.'r. JJs pUMPiNG~nd~viCE 2 8 7 5
BRA Box 4005-B
Anchorage, Alaska 99502
345-1120
CUSTOMER,S ORDER ~0.DEPT.DATE
PAID OUT
Legal:
Locat ion:
Owner:
Re s id~nc e
Water:
Sewer:
Date of r.
Test Pro,
REC'
5H 320
Discussion:
level i'n
'-3" below
oximately
KEEP THIS SLIP
FOR REFERENCE
Add ~u~ ~
End charge at 1045 am.
Check at 315 pm 9"
Check at 8.15 am Dec. 5 40"
the following
Crib was observed close to overflow on I~ecember 2. After
being pumped dry approximately 150 gal flowed back into
pit from gravel backfill.
During the first 4~5 hours of the test 125 gal was absorbed
most of this absorption took place in the top 2 feet of
the crib.This absorption can be extended to a rate of
670 gal per 24 hours. 600 gal per 24 hour~ is required
for a 4 bedroom house.
During the next 17 hours 2!0 gal was absorbed.This rate
extend to 300 gal per 24 hours.
Tobben Spurkland P.E.
Christenson kage 2
This system is I0 years old. Of the total depth of the absorption field, only the
top 1.5 to 2 feet are absorbing at the rate required for a 4 Sed room house.This
system may give satisfactory service for 2 to 5 more years, but an upgrade should
be expected within that t~neo
M'~.~]~.~,C,'~p~[ ]~i,,'~d~ ~~ ANCHORAGE, ALASKA 99~0]
-~ GEOtRGE M. SULLIVAN,
AND ENVIRONMENTALP"OTECTION .~' ~C~ .
DEPAHTM~NTOF HEALTH ~ ~
November 14. 1980 31Q~,1~%~ ~L"~
Lyle/Susan Christens°n
Star Route A Box 471-B
Ancorage, Alaska 99507
Subject: Lot 7 Block 3 Pennington Park Subdivision
Before approval can be granted the following items need
to be completed:
(1) Install a four(4) inch cleanout to the second septic.
tank.
An adequacy test be performed on the existing leaching
area. This test will determine if the system is
adequate according to National Standards. A lis~ing
of private firms performing the test is enclosed.
This report needs to be submitted to this office for
review. ~
ond on your property~the seepage are ,
(3) The p . _ . e_,~ ~~a There is a high
will need to De Gral~ ~u ~~
water table on your pr~~e pond could
eventually effect the efficiency of the leaching
area ·
~~~4) The water analysis report needs to be delivered to
this office from Chem Lab~ 5633 B Street, for our
review ·
If there are any further questions, please call this office
at 264-4720. Please notify this department when the noted
descrepancies have been corrected for a reinspection.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
October 29, 1980
Lyle/Susan Christenson
Star Route A Box 471-B
Anchorage, Alaska 99507
Subject: Lot 7 Block 3 Pennington Park Subdivision
Approval for your individual sewer and water facilities
cannot be granted until the following items have been
completed:
~(1) The outside faucet did not have a handle on it,
~herefore, a water sample could not be taken.
This will need to be rescheduled with this office.
.~ (2) A four(4) inch cast iron cleanout needs to be
installed to the septic tank and the leaching area.
0~3) Locate and expose the well for our inspection to
determine proper construction, also to insure the
minimum distance requirements are met between your
well and sewer system.
~/~4) The well casing needs to be extended twelve(12)
inches above ground level.
(5) The septic tank pumped with a receipt submitted to
(6) An adequacy test be performed on the existing leaching
area. This test will determine if the system is
adequate according to National Standards. A listing
of private firms performing the test is enclosed. This
report needs to be submitted to this office for
review.
Lyle/Susan Christenson
October 29~ 1980
Page Two
Please notify this department for a reinspection when the
noted descrepancies have been corrected. If there are
any further questions, please call this department at
264-4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Lee Houston and Associates
101 Benson Boulevard - Suite 320
99503
l~egister 61, April 197'7
which sewage is generated. This prohibition does
not apply to the use of a septic tank, package
plant or soil absorption system which meets the
requirements of this chapter and clx. 70 of this
title, and which is completed before the
availability of tile community sewerage system,
if tile septic tank or package plant, and any
accompanying soil absorption system, continues
to meet the requirements of this chapter and ch.
'70 of t[tjs, title.
ENVIRONMENTALt CON$~iRVA'I 18 AAC'~
containing a total of three or less bedroom~
served by the septic or holding tank with a
liquid capacity of less than 1,000 gallons. For
each additional bedroom served by ~he septic or
holding tank in excess of three the tank size
shall be increased by 250 gallons per bedroom.
(c) No person may construct or install a septic
tank, package plant, or soil absorption system in
such a manner that a water supply is in danger
of becoming contaminated. Unless the
department requires further separation because
of poor soil conditions, the minimum
separation, measured horizOntally,.regardless of
property lines or ownership, between a septic
tank, holding tank, package plant, or soil
absorption system and
(I) a public water system well serving 25 or
more persons or with 15 or more service
connections is 200 feet;
(2) a public water system well serving less
than 25 t)ersons and with less than 15 service
connections, except a private water system well,
is 150 feet; and
(3) a private water system well is 100 feet.
~ (d) No person may construct or install a septic
tunk and soil absorption system or privy within
100 feet, measured horizontally, of any natural
or manmade lake, river, stream, slougl~, or
coastal water of the state. The department will,
in its discretion, require further separation if
necessary to protect sensitive receiving
environments.
(c) No person may construct, place, or install a
septic ttmk or sewer line in the ground, either
directly above, directly below, or within 10 feet,
measured horizontally, of a water supply pipe. If
sewer lines and water supply pipes must cross,
the sewer lines shall be constructed of cast iron,
ductile iron, or equivalent with watertight joints
tot' 10 feet on both sides of the water supply.
pipes.
(1) No person may construct or install a septic
or holding tank for a dwelling unit or units
(g) No person may construct or install a sewer
line with a diameter of less than eight inches
without prior written approval from the
department.
(h) No person may construct, install, maintain,
or operate a septic tank or 'soil absorption
system in permtmently frozen ground.
(i) No person may construct or install a
cesspool.
(j) No person ~nay construct, install, or use a
septic tank or package plant with soil absorption
system in soils, not suitable for effective
absorption.
(1) Tile vertical separation from the lowest
part of tile trench or pit for the soil absorption
system, or discharge pipe for a soil absorption
system constructed in gravelly soils without a
definable trench or pit, to the water table, as
measured during the season of the year with
maximum water table elevation, shall be four
feet or greater.
(2) The vertical separatior~ between the
lowest part of the trench or pit for the soil
absorption system, or discharge pipe for a soil
absorption system constructed in gravelly soils
without a definable trench or pit, and the
underlying bedrock, clay, or other impermeable
strata shall be six feet or greater.
(3) The size, design and dimensions of the
soil absorption syste~n shall be based upon
characteristics of that.soil in whiclx it is to be
used.
(4) The department will, in its discretion,
require that soil tests'and borings be submitted.
and certified by a professional engineer
registered in the State of Alaska. ~
(k) No person may construct or install a soil
absorption system within 75 feet of the top,
measured' horizont~dly, of a cut or fill bank
18-18.6
Table 1. The weighted average of the results shall be computed to obtain
a design figure. (new).
E. Seepage pits shall not be installed in areas where the percolation rate is
greater than thirty minutes per inch, that is, in areas where more than
thirty minutes is required for the.water in the test hole, after proper
preparation~ to fall one inch. (GAAB 16.45.060)
see age pits shall be determined in the
F Th'e required seepage area for P . - ....... ~qsnosal fields
same manner as the minimum absorption area TOt SUDSUr~,u~
in § 15.65.060(B). (new)
G. 'The ef, fective seepage area of a seepage pit shall be the vertical wall area,
based on dug diameter, of the pervious strata below the inlet. (GAAB
16.45.060)
H. No person shall cause or permit any seepage pit 't.o be constructed or
;nsf. ailed less than 100 feet from any river', lake, or stream or any source
of domestic water supply; 20 feet from any building foundation or
property linei 15 feet from any septic tank; 10 feet from any water main
x, or service line; arid 10 feet from other seepage pits or a distance at least
~' .... -three times the diameter of the seepage pits, whichever is greater'.
(GAAB 16.45.060).
I. Other design, construction, and installation requirements for seepage pits
.shall comply with at least the minimum requirements of the soil Absorption
System section of the Manu_al of S~.ti~c T__a_.n~k ?.ra___ctice, Public .Health
Service Publication No. 526.
No person shall cause or permit any cesspool 'to be constructed or
!j~st~.~~lT_A~.:A~~ (new)
A. No person shall cause or permit to be constructed or' installed any holding
tank that does not comply with at least the minimum requirements of
chapter 11 of the .Uniform Plumbing Code, 1973 edition, except where
contradicted by this 'title.
B. No person shall cause or permit to be constructed or installed any holding
tank less than the distances from sources as required for septic tanks in
§ lS.6S.0S.0(~).
5 65. 00 v_j e s.
A. No person shall cause or permit to be constructed or maintained any earth
privy that does not comply with the following requirements:
I. Earth pit privies shall be located at least 100 feet from any spring,
well, o'r other source of domestic water supply; 100 feet from any
15-70
' E3 One' £23 Four '
SINGLE FAMILY - ~] Two ~ Five
MUL~tP~E FAM~L ~' - i._.~ . . hree ~ .~ '. _ ............... ~
j,. Pi.,
dViDUAL*
COMMUNITY
- [2 PUBLIC UTILITY
tNDI\&DU~-\L/ON-St
- ~j - PUBLIC dTiLI~V
NOTE; THE IN
· slI wells drilted
75. For wel[s dill! date, gi~e well
], §ire i
~h'ed
23, lg73
L~av~d P. Coulson
5~17 ~lander~ng Orive,
Anc:mrage, A1 aska 9950~
Subject: (In-stte sewer installation
Penningto~ Park Subdivision, Lot 7, bloc1., 3
~]ear .'~r. Coulson:
~n S~-,~ptember 23. 1S7C! this i]epar'tlnent i ' ~ ,:~ '
· , nspect~,,,~ anu aD/moved the
sewc~j, installation a't tl~e above location for a tnr .... or four b~,,.~-,
room single family dwelling. The well located on th~ lot was
ono-.nunured (17'~) feet in depth and ~las loca~(~d an adequate and
safe distanc(~ from the sevter installation.
'Sinc(~rely,
.r.. S. !'IcKechnie
~nvironmental Control Officer III
mld
