HomeMy WebLinkAboutCARR LT 2
Municipality o.f ,Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL Si=~ViCES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ~ ~ ~]/O.~.~ ? PID Number:
N'me:~lLLl~ ~CVCRCY ~/~/ /~/~ WastewalerSystem: D New ~Upgrade
~e: ~' ~ ~No. olB~r~m~: ~DeepTrench D Shallow Trench OBed DMound DOther
Soil Rating: /. ~ Total Depth from original grade:
F. F,. TANK
~EPARATION DISTANCES ~Septic a Holding a S.T.E.P.
To ~ ~t~ ~ptl~ Lie ~ldl~ ~te Manufacturer:~E/~ Capacl~ in ga/ions
Malarial: Numar of ~mpar mentl:
Su~ace
w,t.~ ~ 900 +106 ~R H/A ~ LIFT STATIO~
ENGINEER'S S~L
Depnrlment of ~em~n~ ~u~o~e~mes approym
Reviewed and approved b Date:
Permit No. SW 910339 Page 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
o! 2
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
LegalDescription: Carr, Lot 2 ?12N R3W Section 24 PIDNo.: 015-163-45
r~
ND CBNFL[CTING ~ELLS
N 0'08'30' V 164.92'
TH ! --
N 0°05'00,
HILL SIDE
DETAIL
SVING TIES
I
~J
I
SCALE
l' = 60'
TEST HOLE
SEWER CLEANOUT
-- WELL
- LEACHFIELD
NO KNOWN CURTAIN DRAINS
ELEVATION ,6.:r
PAGE
1 OF
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 (UPGRADE) PERMIT
PERMIT NUMBER:SWg10339
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER ~IAME:RIZER WILLIAM K
OWNER ADDRESS:il501 HILLSIDE DR
ANCHORAGE, AK 99516
DATE ISSUED:lO/24/91
EXPIRATION DATE:10/24/92
PARCEL ID:01516345
LEGAL DESCRIPTION: CARR LT 2
SEC 24, T12N, R3W, SM
LOT SIZE: 47868 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
VARIFY INTEGRITY OF EXISTING TANK. ABANDON LOG CRIB.
P~ST HOLE ~Q~EMENT .~?T~ S
LBT 6
LBT 5
LDT 3
N 0'05'00'
NO KNOWN CURTAIN DRAINS
HILL $ID£
SEPTIC SITE PLAN
LEGAL: LOT 2 CARR SUBDV.
OWNER: RIZER
CONTRACTOR: N/'A .
JOB # 91-139/DATE. 10/22/91l SCALE 1" = 60'
A EAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
[~ - TEST HOLE
· - MONITOR TUBE
o - SEWER CLEANOUT
"~ - WELL
:::::::::::- PROPOSED LEACHFIELD
EASEMENT
EAGLE
ENGINEERING Srr... ,/ICES
P. O. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
Soil trench rate i
............... Absorption area
......... !.. Gravel depth.._.~
.......... ,r?n~hlllength
JOB
Carr, Lot 2 91-139
SHEETNO. OF
CALCULATED BY L.B.
DATE
CHECKED BY DATE
10/14/91
R E C E I V E D ~.o: ,?L.
ql,, ,, ,, i iio
-10~',,,,,,,,,,,ll Ho
' ~5.... Mumc~pahiy o~ Anchorago
e',e' Dept. Health & Human Se~ices ~TH 1
LDT 6 LDT I ~:- 0
. I~NEV 500 GAL
TA~ ~ N 0'08'30' V 164,9~'
DETAIL
~ r = ~o'
' ~ ~ , ' ~ I ~ I/'D' ~ LOT 3
~ - TEST HOLE
· - MONITOR TUBE
"~ / o - S~ER CL~OUT
+ - WELL
:::::;::::;- PROPOSED L~CHFIELD
.... ~EM[NT
N 0'05'00' V ~64.66
HILL SIOE
NO KNOWN CURTAIN DRAINS
SEPTIC SITE PLAN
LEGAL: LOT 2 CARR SUBDV.
OWNER: RIZER ~... · .... ~...
CONTRACTOR: N/A
~0~ ~ ~1-13~/~1[: 10/22/~11
EAGL~ RIVER ENGINeeRING
P.O. Box 778~4
EAGLE RIVER,
(907) 694-5195 FAX: (907) 694-3297 -,t~i~-
Louis Butera, P.E.
Registered Civil Engineer
October 22, 1991
Dan Bowles
Municipality of Anchorage
Dept. of Health & Human Services
825 L Street
Anchorage, AK 999502
Re: Lot 2, Cart
Permit
Dear Mr. Bowles,
The above referenced home, while permitted for three bedrooms, actually had a four bedroom
system installed. As per the 1970 inspection report, the tank is a 1,250 gallon concrete tank and
the pit has an area of 1,176 square feet installed. A 1979 Health Authority Approval shows a
four bedroom approval. However, we have shown sufficient sites for replacement areas and
assuming another twenty-one year life span for the new system, it is possible that the pit and
surrounding soil would rejuvenate itself to allow effluent absorption.
The existing tank is a concrete tank which the owner had dug up, cleaned and clean outs
installed, when he first experienced septic problems. The tank has small access h~atc, hes allowing
limited inspection. Due to the expense of excavating the tank and because o~-~ecent)tank work,
the owner is requesting that this inspection not be required. He would rath6r p~-~e the money
into a 500 gallon secondary tank which I have recommended to increase solids separation.
There are installed two cleanouts past the existing tank, cleaning both ways.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
P.O. Box 77329.1 · Eagle River, Alaska 99577 · Tdephone {907) 691-5195 · Fox (907) 69.1-3297
LI-1T 6, LQT l
fou~l: , ,~, SCAt.[
~ ..... [ ,~~~. ~ /
...... ~ [~_~__ L D T
~ - TEST HOL[
· - MONITOR TUB~
o - SEWER CL~OUT
+ - WELL
r.:',',r,w,:- PROPOSED L~CH¢IELD
.... ~EMENT
N 0'05'00' V 164.66
HILL
NO KNOWN CURTAIN B~INS
SEPTIC SITE PLAN
LEGAL: LOT 2 CARR SUBDV.
cou~c~o~: ~
· = ~0, ~.~~.-
~0~ ~ ~-13~/~1[: 10/22/~1~ SCLC[ ~"
EAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
~GL~ RIVER, HX 99577
(907) 694-5195 FAX: (907) 694-3297
Louis Bulera, P.E.
Registered CMl Engineer
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
October 16, 1991
John Smith, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
OCT 1 6 1991
RECEIVED
Re: Can', Lot 2
Narrative
Dear Mr. Smith,
The proposed septic upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The adjacent lot to North have a community well system, allowing sufficient
room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be effected and is not a major consideration in our design.
There is an existing concrete septic tank that has a grandfather (1970) waiver date regarding
distance to on-site well and stream. This will remain in place with the leach pit abandoned.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
P.O. Box 773291 - Eagle River, Alaska 99577 · Telephone [907) 69.1-5195 * Fax [907} 691-3297
LDT ~ /_DT ]
I
~ - TEST HOLE
o - SEWER CL~O~
+ - WELL
~::::::::::- PROPOSED L~CHFIELD
~ ~SEMENT
N 0'05'00' ~ 164.66'
HILL SIDE
NO KNOWN CURTAIN D~INS
SEPTIC SITE PLAN
LEGAL: LOT 2 CARR SUBDV.
OWNER: RIZER
CONTRACTOR: N/A .
JOB ~ 91-139JDATE. ~0/15/91J SCALE ~ = 60'
EAGLE RIVER ENGINEERING SERWCES ~X c:~s,~ :~'~.
P.O. Box 773294
EAGLE RIVER, AK. 99577
~ ~:,C~e~15,-' ~..,
(907) 694-5195 FAX: (907) 694-3297
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LF~GAL: LOT 2, CARR
GENERAL
1. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health
and State Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the
field by the engineer.
5. All excavations and depths are advisory and are to be verified or modified in the
field by the contractor to meet Municipality of Anchorage, Department of
.Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements
and to locate any adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
TRENCH
1. The trench is to follow the natural land contour to maintain uniform total depth
of the trench bottom.
2. The bottom of the trench shall be level, plus or minus 1.5'.
3. The total depth of the trench excavation is not to exceed 13' at any point.
4. The sewer line is to replace the existing sewer line that leads to the existing pit.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface
water runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 13'. GRAVEL DEPTH --- 8'
TRENCH LENGTH -- 37.5' TRENCH WIDTH -- B'
SOIL RATING = 1.2 GPD/FTa BEDROOM CAPACITY
NOTE:
Install 500 gallon septic tank between existing tank cleanouts and existing seepage
pit.
Abandon existing seepage pit to code; pump, excavate and fill.
Twenty-four (24) hours notice required for all Inspections.
Jo. Carr, Lot 2 91-139
EAGLE RIVER
ENGINEERING SERVICES
P, O..Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
[. '
4 Bedro rn
,
600 GPD
8HEETHO
CALCULATED BY
CHECKED BY
SCALE
OF
DATE
DATE
10/14/91
Soil trench ~te
Abso~tion area'
Gravel depth =.
1.2 GPD/ft:
500 square feet
i I
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alask, 99501 264-4720
SOILS LOG -- PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERPORMED FOR=, ~'; //'., "'. ~ ' '~ : ."
LEGAL DESCRIPTION:
DATE PERFORMED:
5
6
7
8
g
10
11
12
13
14
15
16
17
18
lg
20
DEPTH
IFEET~ /'~p.r., ~
"
'o:"
X...
,~, ,~-.~ ..~,~,~,
-...%;:.,
.
:~'
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED? .,~/~ ~
E
IF YES. AT WHAT
DEPTH? 7~/~ £ ~'
· Gross Net Depth to Net
Reading Date Time Time Water Drop
s ~ ~ ~ / o~/~ , ~ o-.~
PERFORMED
PERCOLATION RATE '/~"~ (minutes/inch)
TEST RUN BETWEEN ~' FT AND ~ FT
CERTIFIED BY: ~~ DATE:
72-008
GREATE/-"ANCIIORAGE AREA r"'OROUGIi i
· ' "" IIF~LTII DFJ'ART~IENT ~ .
THIS IS TO SERVE AS ·
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
AS DESCRIBED BELOW. SIZE OI UNIT TO
· SEPTIC TANK SIZE
I certify that 1 am f~mIllsr with the requbcments of Gr Z- t~t~.~.i',.
abo~e de~:Tthed sy,~em is In ,c~rdance with .Id c~e. ~[.::.
DATE_ APPLICANTS SIGNATURE ~ ' {
OF_ UNIT TO ~E SERVED
RESIDENCE AODRE~,
A,LI~TION TO I"STALL: SE"IC TANK
FINANCED THROUGH ~r*~-~ ~ TO BE INSTALLED BY
PE~CO~TION TEST NESULTS ANTICIPATED DATE
BELOW TO BE FILLED OUT BY HEALTH DEFAAWE~ " ~ ".
·. ~'.'~'.~'"K Ar~CtlURAGE AREA BOROU, GH ,
· ' HEAI. I'H DEPARTMENT ~' ',
· '.' '~ , 3~7 ! .E ST. ANCHOIIAoL AIASIIA 99501 :~.~ ~SII
,os,t SYSTEm
'.IIQUIDCAPACI~y /v~ ')~' - ~)'J/~/~r~ ~J.~.~--~
~EEPAGE SYSTEM: StEPAGE Pll~
ti'JMB~ ~ PIIS_. / ~IStDE DIAMEIEI~ ' _01 WIDIH~ ~
.IJLE DRAIN FIEID~ ]
"'~~ ~[.t. ~~~om ~ .... --'. ....
j
·~*. ~ ...... ... .,..
.'" ~'~"~' '* *' ' ' *'1'.' ' · ' ~ *; ' '" ~ ' ~''~ ....... :'
':'~ hereby cer~lfy:~haE I have perfo~ed.a percolation test on the',
~ f.~'proporty of Hti.~Kelth ~zer ~t Hlle 1/2 Ilillnido Drlve.~(t~p
:.: ~he ~en~.~nn perfo~ed in Ehe exenva~ion pl~ for;n lo{ cr~b'leneh.
. ~.: pl~ aE a depth of ~3 .fee~ belo~ ori{innX ~round,nu~{nc6, *'.,The
; ' percoIn~ion ra~o ~a. fouod ~o be 2.~'minu~o. pet'.inch)
~ "reqolrln{ ~n abnorp~on nren of, 8B nq~
: , ;* :*,Z. r~ ~fy that the log crib lnstall0d:b~r~:tRl~er.,oxco~
'" . ~.~ ........ · ' ............ '~ ',
,. Z...,,. ~ ......... : . . .., ........... . ..,.. ~. ,~., .~ _ ,.~,~., .~
.. · . . . ~ .... ..... .... , ...... . ~ .... ,~. ~
' k*'. ' ,' .' ' -* ' · ' " : ',.?T".':. .'.,~:.]~'. ,.
, ....'*' .~.
ORrRTER ANCHORAGE AREA BOROUGH
~ ~ HEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279.2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE FROM WELl
LIQUID CAPACITY
GALLONS.
NUMBER OF
MATERIAL ~' ' ~'~'~"/~ ,~ ~'-~-- COMPARTMENTS /
INSIDE LENGTH ~IDE WIDTH ~ DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER
LINING MATERIAL
NEAREST LOT LINE
OR WIDTH
· DISTANCE FROM WELL /
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
LENGTH /~'~' "'
, , DEPTH ~
BUILDING FOUNDATION
_T ~ so. FT.
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL ~ . FOUNDATION. , NEAREST LOT LINE .. OF LINES
DEPTH: TOP OF TILE TO FINISH GRADE ~ -- I~EPTH OF FILTER MATERIA~NEATH TILE IN. ABOVE TILE
TYPE-~'~'~-/''~'~-'~''' DEPTH v~ ~ DISTANCE FROM " WATER
, BUILDING FOUNDATION,/~ ~ SAMPLE ~ NEAREST
NEAREST /SEPTIC SEEPAGE ~ '
LOT LINE /4- ~ ~-- , SEWER LINE . TANK -~ / ~..~OTHER
, SYSTEM /~:g'~ CESSPOOl , SOURCES
DIAGRAM OF SYSTEM
DISTANCES:
DATE
GREATEF',&NCHORAGE AREA f'gROUGH
IIEALTII DEPARTMENT
327 Eagle St. Anchorage, Absk= 99501 279-2511
Case N o. ~--¢~_~
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
RES.0ENCE AOGBESS LOCAT.0N 0F ..STAL.TION
APPLICATION TO I~STALL: SE~IC TANK
, SEEPAGE PIT~ ~, DRA~N FIELD , OTHER
TO SERVE THE FOLLOWING FACILITY
PERCO~TION TEST "ESULTS ANTICIPATED DATE OF COMPLETION
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
THIS IS TO SERVE AS
[STANCES: ' ·
AS DESCRIBED BELOW. SIZE OF UNIT TO ~TE SERVED
· SEPT,C TA.K S~ZE /t~oCP TYFE ~7~ SEEmE A,EA
uc~:.s.:o o~sm.~. ~.Z.
I certify that 1 am f2fmiliar with the requirements of Gr,
above describ~/;m is,~n~dance with said code.
DATE ~~ .~/~ APPLICANTS SIGNATURE
MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHOP, AGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION DEPT. OF I ~ALT;! &
825 L St,'eet · An~hm,~, ANna ~9501 ENVIRONMENT,% ~ LOTCCTION
ENVIRONMENTAL ENGINEERING DIVISION FEB 7 1979
Telephone 264-4720
....ov^L oF ,.o,v,Du^..^.. ,.o D
PHONE
PHONE
1. PBOPERTY
M'AI LIN~'ADbRE~S '
PROI~ERT'~ fi'ESIOENT (If ddfer~t from a~o~) ~U J ' - '
BUYER
MAILING ADDRESS '
3. LENDING INSTITUTION
PHONE
PHONE
IPHONE
MAILING ADDR~,~
5. LEGAL DESCRIPTION
,STREE
I e. TYPE O~ R~IOENCE
~SINGLE FAMILY
~ MULTIPLE FAMILY
7. WATE~LY
~ INDIVIDUAL*
NUMBER OF BEDROOMS
[] One [~ Four
[] Two [] Five
[] Three [] Six
Other
· ATTACH WELL LOG. A well log is required for all wells drilled
[] COMMUNITY
[] PUBLIC UTILITY
SEWAGE DISPOSAL ~;Tal tM
[~ INDIVIDUAL/ON-SITE*'
[] PUBLIC UTILITY
since June 1975. For wells drilled prior to that date, give well
depth (attach log if available.)' ~ ~' 't
If Indw~dual/on-s te0 g~ve installation date
If system is over two (2) years old an edequ&cy t~st ~s required
by this Department.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72~)10(3/78)
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED
INSPECTION APPOINTMENTS '
TiME TIME TiME
DATE DATE DATE
INSPECTOR , iNSPECTOR i iNSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
I--I SINGLE FAMILY [] ONE [] THREE [] FIVE [] ' OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX ' ,
PERMIT NUMBER '
2. WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY DATE DRILLED '
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] INDIVIDUAL/ON -SITE DATE iNSTALLED
•PUBLIC UTILITY
Connection Verified iNSTALLER
[]Septi~c T_~ao~k or I-'lHolding Tank
Size:~ If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER .~ . ~ '
TOTAL ABSORPTION AREA MATERIAL
Absorption Area to nearest Lot Line
5. COMMENTS
[~'"APPROV ED FOR ~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
t-'l DISAPPROVED
DATE BY (Title)
LEGAL DESCRIPTION
72-010 IRev. 3/78)
Greater Anchorage Area Borough
Health Department
327 Eagle
Anchorage, Alaska 99501
November 20, 1970
Gentlemen:
I hcrcby certify that I have performed a percolation test on the
property of bit. Keith Rizer at Mile 1/2 lfillside Drive (Upper
O'Malley Area).
Thc test was performed in thc excavation pit for a log crib leach
pit at a depth of 13 feet below original ground surface. The
percolation rate was found to be 2.2 minutes per inch, thus
requiring an absorption area of 88 sq. ft. per bedroom. Thc proposed
dwelling has three bedrooms. (3 x 88 = 264 sq. ft. required.)
I f~.~g~)~%~ify that the log crib installed by Mr. Rizcr exceeds
-- ' ~ ~.~%1 · ·
t_b~.q~ ~ired absorptxon area.
~-~.~' ~
~B. Rob~'~, 'P. E. '
I..~ .... /S % ~ ..' .~ '
a a ~ ........