HomeMy WebLinkAboutBRUIN PARK BLK 4 LT 14 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 ~.~HONE _ __ I [] NEW
MAI LI NO ADDER E~S ~
LEGAL I~ESCR IPTION
I ~ NO. OF BEDROOMS
'LOCATIONp0 ~ ~ ~~
~ ~ Manufacturer Material ~o. of compartments
~ ~ Uq. capacitg in ~altons IF HOMEMADe: Inside Ion~th ~idth kiquid depth
0 ~ ~ Manufacturor Material Uquid capacitg
5 DISTANCE TO: /:~d~. I ~
We~ Foun~ Nearest J7~, PER~~
Lengt~f'~htline ~ ' Total ~lines Trenc~h Distance be~?~es
-- inches lota~~tion area
~ NO. of lines /
Q ,
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ Well Building foundation Nearest lot line
m DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
~ Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER '
REMARKS [
72-C (Rev. 3/78)
R F' I:::' L I E: FI N T
L Of'cl:::¢r I E N
LEGF!L.
HFIXIHLIH I'.,II...II',tE~E[;;: OF E~EE:,F..'OOHL.--., := ::ii:
THE REg!U I RE[::, :512:E OF THE b-;O I L. RE:':.4;OF.:F'T I ON :E'i'¢?.rEH i :!~; ·
'T'HE LENGTH D :[ MEN"_'51 ON I S ]"HE LENGTH ,:.' ]: N FEET) (:~i:::' 'T'I~ TI:;.tENCFI OR
THE DEPTH OF R TRENCFt OF..' PIT ;.f.:5 THE DZS'TRNE:E BE-TI,.IEEN '1"FIE:'_' ::!:';I...II:;;'.F:'Rc,r':~ Oi:::' 'TF!!ii::
GF.:OLIND RI,ii) THE BOTTOH OF THE E',:4CFI","FIT!ON ':.'I.N FEET::'.
THERE :I:~; NO :E;ET N:[[.'.'TH FOR TREI"4CH. E~;.
THE GRF4","EL DEPTH :]:S THE f'IlNIHUH. DEF'TH OF GF.'FI'v'EL BETHEEN THE OUTF'f::!L.L.
FIND T'HE BOTTOH OF' THE; E!:XE:FI',,"RT:[ON '-'.'ZN FEET::'.
FEET FOR FI F'F.:t',,,:FITE FIELt....~
! CEF.:TIF'.t THRT
±: I RM FFIHIL. IRR [,!:t:'T'H THE RE6~.UIREMEI",q"S FOR ON--.BITE
FOFi:TH B'¢ 'THE t"tl..jl'.,lI E:I F'RI.. ! 'T"¢ OF RNCHORRGE.
;;il: ): HILL INSTRL. L, THE S"r'%TE?! !l"4 RCCOR[:'FINCE 14I'rH THE CODE~;.
]!i:: ;f; UNDEF.'.L:,TFtN[) THRT THE ON-.SITE ':-.'.:,EI.,.!ER %'T"F, TEH HR'T' RE6~UIRE ENLRt:;;'.(iiEf'iEiNT Ii:::' THE:
RIE':}~;:I:!)ENC[< ~:.S REI',IO[:,ELE[:,_ ]"O INCL.UDE HORE TH-FtI'.~
..... ..... / I I / ..............
' . .............. ~"~ ,~ .. s:,' .">L ;~
SOl LS LOG
PERFORMED FOR:
LEGAL DESCRIPTION:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVl RONMENTAL PROTECTION
Pouch 6-650, Anchorage, Alaska 99502 276-222~J
SOILS LOG - PERCOLATION TEST
ADC
Hr. Wayne Sweet DATE PERFORMED:
Lot 14, Block 4, Bruin Park Subdivision
PERCOLATION
TEST
No. 79035
5/22/79
1
2
3
4
5
6
7
8
9
10
11
~----_12
13
14
15
16
17
18
19
2O
COMMENTS
Sod 0.3'
Sandy Silt' (ML)
Brown 1.0'
Sandy Silt (ML)
w/some cobbies
Gray
7.0'
Sand (SP) C/Fo
w/some silt
Gray
T.D.
16.0'
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED? N 0
IF YES, AT WHAT
DEPTH? n a
Gross Net Depth to Net
Reading Date Time Time Water Drop
1 5/22/7~ 9:23 - 0.50' -
2 9:27 4 min 2.12' 1.62'
3 9:29 - 0.40' -
4 9:33 4 min 1.85' 1.45'
0!
PERCOLATION RATE 1 min/inoh (minutes/inch) .,~ ~ 7
TEST RUN BETWEEN 9 FT AND 1 1 FT
PERFORMED BY: S o Shrader
CERTIFIED BY: S.Shrader
DATE: 5/23/79
72-008 (7/76)
~ TY~OF R~8i.~ - - NUMBER OF BEDROOMS -_ . '
- ' ~' COMMUNITY - ~n~edunelg75.-For wells drilledprior t0t~a~, give Well
, N~TE= THE INSPECTI~ ~E&-~ST~AC~~Y ~ACH-RE~E~BEF~R~ P~O~it~ -CA~ BE I~tYiAYEb.'
TIME
DATE
I NSPECT0 R
DIRECTIONS:
THIS SIDE FOR OFFICIAL USE ONLY
INSPECTION APPOI NTM ENTS
TIME
DATE
INSPECTOR
DATE RECEIVED
TIME
DATE
I NSP'ECTOR
1. i~v'P~E. O I~RE'~ I ~) EI~I C E
[] SINGLE FAMILY
[] MULT~IPLE.,FAM~ILY
2. WATER SUPPLY
[] INDIyIDUAL ;
[] COMMUNITY ~;
[]" PUBliC UTILITY
. · Connection Verified
3. SEWAGE mSPOSAL SYSTEM
[] IN DIVI DU ,AL/ON -SITE
[]PUBLIC U~I LITY
Connection .Verified
I--lSeptic Tank~or .ri Hol~ling Tank
Size: If Tank is'h~m"ema(~e
give dimensions: - '
TYPE OF TANK ~
TOTAL ABSORPTION ARE~,
4. DISTANCES ~
WELL TO:
Absorption Area to nearest Lbt Line
5. COMMENTS
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
PERMIT NUMBER
DATE INSTALLED
INSTALLER
MANUFACTURER
MATERI'AL
, ' Septic/H°lding~Tan k 'lAbsorption Area 1Sewer
Line · i Nearest Lei Line
PRO ED BE'DROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
[] DISAPPROVED
DATE
LEGAL DESCRIPTION
72-010 (R'ev. 3/78) ' ' '
ENGINEERg SURVEYORS ~I,-ANNERB
5905 OLD SEWARD HIGHWAY
ANCHORAGE. ALASKA 99502
OFFICE: (907) 344-0313
May 17, 1979
ADC No. 79035
Mr. Wayne Sweet
SRA Box 1778-A
Anchorage, Alaska
99507
Re.'
Adequacy Test for Existing Septic System on Lot 14, Block
Bruin Park Subdivision.
Dear Mr. Sweet:
At your request our office conducted a percolation adequacy test
on your existing septic system at the above-referenced location
during the period May 14 to 16, 1979. The Municipality's Department
off Health and Environmental Protection (D.H.E.P.) reported that
your septic system consists of a septic tank and 2 seepage pits
with 32 feet off trench extending from the second pit.
Since Mr. Ray Barrett reported that the system had been pumped
on May 7, the adequacy test was re-scheduled to May 14 to give
the system time to stabiiize.after the addition of fresh water.
Further, since the 3-bedroom house had been occupied up to the
time Of the test, a normal degree of saturation within the Ieach
fieid is assumed.
In accordance with the Anchorage Municipal Code, Chapter 15.65,
Waste Water Disposal Regulations, any on-site sewage disposal
system "shai1 have adequate capacity to properiy dispose of the
maximum daily sewage fIow." The maximum daily fiIow is computed
at 75 galions per capita-day (gcpd). Since "the popuIation of
dweiiings shall be estimated at two persons per sIeeping room,"
the maximum daiiy sewage fiow for your 3-bedroom house is 450
gaIions per day (gpd).
To test the soil absorption capacity as well as the surge
capability off your system, 110 percent of the maximum daily
flow or 500 gallons of clear water was added in 50-gallon
increments to the seepage pit. The water was obtained from
your on-site private well at its maximum sustained rate of
about 5 gallons per minute (gpm). The liquid levels were
monitored closely to detect any backup in the septic system.
Mrs. Wayne Sweet
May 17, 1979
Page '-2-
ADC No. 79035
The attached Table off Test Data represents the depths of ,
Iiquid in the septic tank and seepage pit, and the quantities
of water added. The septic tank was determined to be 8..3 feet
deep (bottom of tank to ground surface) with an initiai depth
of 6.2 feet in ~he tank. The seepage pit was measured to be
8.5 feet deep with an initial depth of 2.1 feet. Ground
elevation at the septic tank standpipe is approximateiy 1.3
feet higher than at the seepage pit standpipe. Standpipe for
the second reported seepage pit was not found.
The attached Summary of Test Results indicates that the liquid
levei in the seepage pit at the beginning of testing on Day 2
feiI to 0.75 feet above its initiai static Ievei on Day 1, during
a recovery period of 22 hours. On Day 3, the ievel had faiien
to 0.40 feet above its initiai static ievei on Day 2, during a
recovery period of 25 'hours.
The leveI in the seepage pit at its highest Ievei during the
test (3.7 feet) was approximateIy 1.4 feet below the liquid
levei in the septic tank.
Based On two days of testing, a percolation rate for your
existing septic system of 85 to 265 gpd is indicated. Since
an on-site sewage disposal system for a 3-bedroom dwelling
must be capable of disposing of 450 gallons of sewage per
day, your septic system does not appear to be functioning
adequately at this time.
Hany factors affect the operation of a soil absorption type
of sewage disposai system. Soil type, groundwater depth, age
and history of maintenance of the system, and types of waste
are a few. This test has been performed in an attempt to
modei actuaI soiI absorption capabiIities of your septic system
under normaI useage by considering'the degree of saturation of
the ieach fieid fieId and surge ioads that might be imposed on
the system. This test can oniy evaiuate apparent performance at
a given point in time, and cannot determine either the condition
of the leach fieid, seepage pit or other components of the septic
system, or the depth of the water tabie.
We appreciate the opportunity given to perform this adequacy
test. If you have any questions regarding this test, piease
contact this office.
Very truly yours,
ALASKA DEVELOPMENT CONSULTANTS
Stephen D. Shrader, P.E.
Project Manager
Mr.~Wayne Sweet
May 17 , 1979
Page -3-
Wtr Added, 'Seepage Pit
Rise in Seepage Pit
Rise in Septic Tank
Callons Wtr Added per
Ft of Rise (gal/ft)
SUMMARY OF TEST RESULTS
Day 1 D 2
0.9' 0.85'
0.0' 0.0'
555 588
ADC No. 79035
Day0 3
Recovery Time between
Test (Hours)
Drop in Pit during
Recovery
Average Rate of Fall (ft/hr)
Average Absorption Rate
(gal/day)
22
0.'15'
0.01 '
85
25
0.45'
0.02'
265
· Adequacy Test for E[isting Septic System
O~ner: Mr. Wayne Sweet Project No. 79035
Address:~ .... SEA Bo.x' 1778-A~ A.nchorage~ Alaska 99507
~g~l'~,~giP~ton~ Lot ~ Block 4~ BrUSh ~ar.k Subdivision'
Co~onente of ~tic.'s~em~Septic tank; 2 seepage..pits w/32' of trench from
Number' 'of ~rooms: .. ~ ~cupted prior to test~ Yes XX No
Now long vacant:
Test performed by..
S. Shrader
Initial Static Levels: · Septic Tank 6.2 '
Last pumped: May 7, 1979
· Water meter/S.N.5/8"i ~t22812186
; Seepage Pit 2.1' ...
TE~T DATA
Time Septic Tank Seepage Pit. Added, gal Reading, gal Remarks
5/B/79
,. 1:40 Empty 1.7' 0 -
5114179
9:05 3.6' 2.1' - 9159 Check levels
9:09 9159 Begin Test
9:17, 3.6' 2.3' 50 9209
9:28 3.6' 2.3' 50 9259
9:39 3.6' 2.5, 50 9309
9:51 3.6' 2.6' 50 9359
10:01 3.6' 2.65' 50 9409
10:11 3.6' 2.80' 50 9459
10:20 3.6' 2.90' 50 9509
10:30 3.6' 2.90' 50 9559
10:40 3.6' 3.00' 50 9609
End Test
10:51 ' 3.6' 3.00' 50. 9659 Day 1
500 gal 500 gal
Owner.: Mr. Wayne Sweet Project kk). 79035
Legal Description: Lot 14, Block 4, Bruin Park Subdivision
· -~., .i'.` ..'..' ~ST DATA (Oont'd) .
,.. · Liquid DeFt_h, ft' Water Meter ''
'~ Tin~ . SePtic` Tank. Seepage Pit Added, gal Reading, gal Remarks
- Check levels
s :'48 ~3:6, 2. ss, - - 5/15/79
8:54 0 9667 Begin Test
9:03 3.6' 2.85' 50 9717
9:12 3.6' 2.95' 50 9767
9:22 3.6' 3.05' 50 9817
9:32 3.6' 3.13' 50 9867
9:42 3.6' 3.23' 50 9917
9:52 3.6' 3.32' 50 9967
10:02 3.6' 3.40' 50 10017
10:13 3.6' 3.50' 50 10067
10:23 3.6' 3.60' 50 10117
End test
t0:33 3.6' 3.70' 50 10167 Day 2
500 500
5/16/79
11:34 3.6' 3.25' - - Check levels
E~NGINE£Rg SURVE¥OR~I PLANNERS
5905 OLD SEWARD HIGHWAY
ANCHORAGE, ALASKA 99502
oFFIcE: (907) 344-0313
May 17, 1979
Mr. Wayne Sweet
SPA Box 1778-A
Anchorage, Alaska
Re:
ADC No. 79035
99507
Adequacy Test for Existing Septic System on Lot 14, Block
Bruin Park Subdivision.
Dear Mr. Sweet:
This letter is our invoice for the above-referenced project:
INVOICE NO. 79035
Professional Services
Engineering Technician (field - perform test)
5.4 hrs ® $25.00
Registered Engineer(office - prepare letter report)
0.6 hr ® $40.00
Subtotal Professional Services
TOTAL INVOICE NO. 79035
Please note our invoice number on your remittance.
any questions, please contact this office.
Very truly yours,
ALASKA DEVELOPMENT CONSULTANTS
Stephen D. Shrader, P.E.
Project Manager
$ 135.00
24.00
$ 159.00
$ 159.00
If you have
' GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
· "C" Street, Anchorage, Alaska 99503 274-4561
Date Received April 19, 1976
Time of Inspection
Date of Inspection 4-20-76 -
REQUEST FOR APPROVAL OF Les
INDIVIDUAL SEWER & WATER FACILITIES
FOR
9:30 a.m.
Tuesday
Cony.
Approval requested by:
Mailing Address:
Property Owner:
Mailing Address:
Legal Description:
Location:
Alaska Mutual Savings Bank
Post Office Box 1120, Phone:
Lorin V. Flanders Phone:
Lot 14 Block 4 Bruin Park Subdivision
Polar Drive
Type of facility to be inspected Single Family
No. of bedrooms 4
Well Data:
A. Type
Individual
C. Construction ~--~,
Sewage Disposal System:
B. Depth 110'
D. Bacterial Analysis
On-site system
A. Installed
B. Installer
C. Septic Tank: 1. Size
2. Manufacturer
D. Seepage Pit: 1. Absorption Area
2. Material
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank
, Absorption area
, Sewer Lines
Nearest lot line
, Other contamination
B. Foundation to septic tank
, Absorption area
C. Absorption area to nearest lot line
EQ-034 (1/74) Page 1 of two pages
MUNICIPALITY OF ANCHOP. AG[~
DEPT. OF H,.2t~,LTH ,?t
.MUNICIPALITY OF ANCHORAGE ,ENVIRONMENTAL
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 APR
g
197'6
REQUEST FOR APPROVAL OF .R~ C E J VE
INDIVIDUAL SEWER and WATER FACILITIES = ....
1. Type of Inspection: CMRO VA FHA CONV.
2. PropertyOwner: Lo~/'.N. D'. tt'-/~.~. ~. ~-,~,~..
Mailing Address: ?,? ,~,~7,~-~,/ //~,d .
3. Name of Buyer:..~o.~7.4/[' 7'-
Mailing Address: ?D, c ,~ .
4. Name of Lending Institution: .~.
Mailing Address: ,~ f~' ~ ·
5. Name of Realtor or Agent: /~,~ A!
Day Phone: ~7./-,/
Day Phone:
Phone:
Mailing Address: Phone:.
6.Legal Description:
Location:
Type of Facility to be Inspected: ~,~T~..-° - ~'-~/~,?,
Water Supply
Type of Supply: Public Utility.
If Individual, number of dwellings presently served
If Individual, depth of well
Sewage Disposal System
Type of System:
No. Bdrms. ~-
Individual X
Public Utility
Individual (on-site) ~'
72-003(3/76)
Page ,2 of two pages - Re~ , for Approval of Individual , · & Water Faciliti'es
Le. gal Description Lot 14 Block 4 Bruin Park Subdivision
Comments
Approved
Disapproved Date
Approval Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED ~z~-~ ~ !~ ~ Date ~-~~7~'
£Q-O34 (1/74)
~,/6-2221
1120
ALa.~ 99510
approve the eab~emt lot.
re~ ~. i~rin V. Fla~ders prope~o
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3500 Tudor Road, Anchorage, Alaska 99507 279-8686
, Date Received ..... ~--f~
e
3.
4.
5.
Time of Inspection.
Date of Inspection
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
g~proval Requested By: ~f~,~. ~ ~__/2~.~<~ -- . .
Leg,l Description: ,~ /V ~ ~ ~.~~ ~', ,,
Number of Bedrooms: ,.-- ~-
~ell Data:~~~
Constructi on <~/~ C ~ D
Depth //~'"C3 /
'Bacterial Analysis
7. -Sewage Dts,~osal System:
A. Installed ..,./.~,f~ ~ .. B.
¢.~<J'~'eptic Tank: 1. Size '2.
D. Seepage Pi%: 1. Size 2. Material
Installer
'
Manufacturer
E. Disposal Field: Total. Length of Lines
Distances:
/
A. Well To: Septic Tank 73
!
, Absorption Area /~ ~' ,
Sewer Lines
, Nearest Lot Line
Foundation to Septic T,n
· Other Con%amination
",, Ab~orption Area
C. Absorption Area to Nearest Lot Line
Re~]es, t for Approval of Ir
Page Two
dual Sewer & Water Facilities
Aonroved ~/~.4~ sapproved Date
Approval Valid for One Year From Date Signed
Greater Anchorage Area Borough, Department of ~-nvironmental Quality
DIAGRAM OF SYSTBM
I certify that the information contained in this request for approval to be a true
and accurate representation of the subject sewer and water facilities located at: