HomeMy WebLinkAboutT12N R3W SEC 15 LT 52T12N R3W
Sec. 15
Lot 52
#015-052-23
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--�--.....__., ..:f.��... .r••–•--�r.'ill,%%•..�....w_..-...��......-......�,,._.��,�
�, �.•, �prl $ 112 3 0 FEB 4
I .,��
�,./ s �.� A.S-BUILT
It k the respunttbli(f,r or the OwnerLOdaterwlne
Lhe rXl aInca Of an,Y /Asryaentt, cvvkAAnLa7 or re- t✓e
ctrlCt(ont r•hlch do not appear on the recorded aub- ?r�
dtr(a(On Plat. VAdar no C(rCUnstantat th°uld iflr �p ��jj�� \l
da N hereon be aced for construction or for club. -rIvd tl•11r= OfAPCOno p
l ish ing boundary or fent° lines. Ths .survoyar LAPmf a"" 6M r"t +Kcono'ta
reSpnnsfhllity for tho initial triniaetlolt only. d,10MNxultOx, _
+ `aM W -I-11 7',cnc I's I nor-��r �oCK
•alto Cu' at
ANCF! RACE RECdRDING OlST�HlC1nAr �—: p l�� Fd«"'"•
.W GRE 'FR ANCHORAGE AREA BOP JGH
�� I
�1Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION_ REPORT_ ON-SITE SEWAGE DISPOSAL SYSTEM
NAME_ ate(-J�l� ti - MAILING ADDRESS _12-_0_9 _j�[CPHONE
(lcm' ,5 4,o,, '-�� ��3� << l
LOCATION _�e5SY hc� K -t e- -LEGAL DESCRIPTION_\_W �_� - 1 eC_ �S_.__ o 1__5 2_
SEPTIC TANK:
DISTANCE rOf MANUFACTURER _ 4 _ _- �r NUMBER OF
FROM WELL
COMPARTMENTS
INSIDE LENGTH
TILE DRAIN FIELD:
INSIDE WIDTH -_____LIQUID DEPTH _ LIQUID CAPACITY /25-0 GALLONS.
/ TOTAL LENGTH
DISTANCE FROM WELL ILS—FOUNDATION ��_--NEAREST LOT LINE_?- _OF LINES -(ox -
NUMBER OF LINES DISTANCE BETWEEN LINES __—_TRENCH WIDTH -3-k IN. TOTAL EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE
/ DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE _. 7 MATERIAL BENEATH TILE ABOVE TILE IN.
WELL
_ CONSTRUCTION- -.��
TYPE- P��1 '��—_._ ___ _ ✓'2�Lf'_�..-_--_...____ DEPTFI-_-_____DISTANCE FROM
BUILDING NEAREST NEAREST SEPTIC SEEPAGE /
FOUNDATION— LOT LINE- _ SEWER LINE—,TANK SYSTEM
CESSPOOL _ -_ OTHER SOURCES
APPROVED------ DISAPPROVED -_—_._REMARKS— --
DISTANCES:—.�< -- – DIAGRAM OF SYSTEM
INSTALLED BY:
�(Ctc` ev �_xs4u h� — e
1' - -- 0
le
SEWER LINE DEPTH:./
/o��J1f0�_ -�
PIPE MATERItAL-_-_.CCs
U0'
1 m
_v.o�n`�
LOT SLOPE:
�aa
REMARKS: - _.- / �N�f
DATER 7-L APPROVED
G.A.A.B.
Form EQ -032
GRE. _R ANCHORAGE AREA BO. JGH
of oF" •e"". PERMIT
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMITNO.
/
is//OMII�I )\� 3330"C"STREET ANCHORAGE, ALASKA 99503 il��/SI'I- •�. -; C) �'2
'\I\unIIIIVIIJIVIIW� TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT r Sy Si€r4 ulc , iN Aci
NAME OF APPLICANT
INSTALLATION LOCAT
LEGAL DESCRIPTION
l- NY I / `" L9 Al MAILING ADDRESS J'�'L"'� Y/f�Q.%�1��_PHONE
Jas
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
PIT
DRAIN FIELD OTHER
FINANCED THROUGH - 7 _ TO BE INSTALLED BY --C:;�4'*1
SOIL TEST RESULTS _. +���`"-+�/�'�'/-- NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK 517E • �'/ r TYPE
SEEPAGE AREA SIZE _ /e7oe7— TYPE
MINIMUM DISTANCES, REQUIREMENTS
I
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE Pll"
DRAIN FIELD _
2-o
SEPTIC TANK TO SEEPAGE PIT WALL
�e
2-o'
SEPTIC TANK —. SEEPAGE PIT
_, DRAIN FIELD
.
TO NEAREST LOT LINE,
WELL TO SEPTIC TANK b
SEEPAGE PIT
.
1
DRAIN FIELD - L_[�(
—, ALSO CONSIDER AREA
WELLS.
WATER MAIN TO SEPTIC TANK
SEEPAGE PIT
DRAIN FIELD s
SEPTIC TANK, _-�. SEEPAGE PIT -� DRAIN FIELD
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B. J
OR
LICENSED DESIGNER
✓ WAIC y
DIAGRAM OF SYSTEM
1 �
p I I I
r l
PVi
SS
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGAREA
DESCRIBED SYSTEM 15 IN ACCORDANCE WITH SAID CODE. /
DATE/ ../ -�� APPLICANT'S SIGNATURE
FORM NO. EQ -016
_
ORDI� ANCE NO. 28.68 ANDTHATTHE ABOVEC'�
I
SS
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGAREA
DESCRIBED SYSTEM 15 IN ACCORDANCE WITH SAID CODE. /
DATE/ ../ -�� APPLICANT'S SIGNATURE
FORM NO. EQ -016
_
ORDI� ANCE NO. 28.68 ANDTHATTHE ABOVEC'�
Ila
a
ANc;;OnAGr
F'AFRF;AN;{5
�
—
CONS 13 L.:C AN -FS,
INC.
249 EAST 51ST AVENUE: • P.O. BOX 6087 o ANCHORAGE, ALASKA 99503 . TELEPHONE 907-299-0483 . TELEX 090-35419
April 14, 1975
Mr. Ray Hamilton
3209 Denali Street
Anchorage, Alaska
R & M No. 562009
RE: Test Hole and Soil. Log Report for�Sani.tary System
Lot 52 Section 15, R3W, T12N
Dear Mr.. Hamilton:
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of April 10,
1975, and those procedures outlined in a letter dated December .19, 1974,
by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department
of Environmental Quality.
A single test hole was put down within the Loi: 52 area for the purpose
of defining general subsurface soil conditions for the proposed sanitary
system. Excavation was accomplished with an auger type drilling rig
and the test hole was extended to a total. depth of 20.0 feet below
ground surface. One sample was recovered from a depth of 5'--6' in
the test hole and retained for grain size analysis. The results of
this .sample are enclosed. The final log prepared for the test hole
has been included in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R&M CONSULTANTS, INC.
James W. Rooney`
JWR:sc
Encl.
Zcc : GAAB
T. 11. 1
4-11-75
M
U
w,
Pop
M
O
0
j
P4
A
G
Sandy Silt w/ Some Gravel ( ML)
Sample No. 1.
Silty Sand w/ Some Gravel (SM) -)50
No Water Table
%__ngineering a Geological Consultants Inc.
ANCHORAGE FAIRBANKS ALASKA JUNEAU
DATE 4_10-%5 SCALE j"-jI OW�BY pJ CMKD BY pJ
,14921.1
Ray Hamilton
Log of Test Hole
Anchorage, Alaska
PROJ. NO. 562009 IDWG NO. A-01
TES'r ON Silty Sand
LABORATORY TEST REPORT
PROJECT NO.-
SAMPLED FROM
SOURCE_LOt 52
, PROJECT NAME Ray Hamilton
Boring i 'SUBMITTED BY Jackson
Section 15, R3W, T12N
LOCATION Anchorage, Alaska
GRAIN SIZE DISTRIBUTION
SIEVE
#4
#s
#80
#loo
DELETERIOUS MATERIAL
DEPTH 5.0'-6.0' DATE SAMPLED 4-10-75
%+ 3
GRAVEL
SAND
SILT
%CLAY
CLASSIFICATION
FSV
LL
PL
REMARKS
UNIFIED
SM
STATIC IMMERSION
DRANO 0% I/2%--
AASHO
FAA
562009
R&M PROJECT NO.
LAB NO. 75A-470
FIELD NO.
DATE REPORTED 4-11-75
BATE RECEIVED 4-10-75
COMPACTION
OPTIMUM MOISTURE
MAX WET DENSITY
MAX OilY DENSITY
CORR MAX. DRY DENSITY
Engineering ~Geologlcal Conaultants
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAl_
OF ON-SITE SEWER AND WATER FACILITY
~.,~0 .- ~, 264-4744
Application Date
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions)
(b) Property Owner ~"~¢;~ .~c,~,¢v~a.,~ _ Telephone: Home $~&' ~
Business
Mailing Address
(c) Lending Institution Iq, 0 ~'4 ~. ]~.O~U ~T ~'[ Telephone
Mailing Address. ~//o ~ ,T'. "'~-'o,¢~,'~ u~L4~"l'"~-..,
(d) Real Estate Company and Agent ."'~¢" ~ ~ ~,~*~/-4-
Telephone
(e)
Mail the HAA to the followina address: or; Check here ~, if hold for pick up,
List contact person and day phone number below.
'rYPE OF RESIDENCE
Single-Family~
Number of Bedrooms
_¢
WATFR SUPPLY
Well~ Community [] Public []
Individual
Note: If community~ well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite~ Public[] Community[] Holding Tank[]
Note: If/'-community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
72-025 fRev 81861 Front
Page 1 of 2
ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained
from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this in~..~c~
Name of Firm _ 4.¢.~. Telephone
Address 0 ~ ~
EngineerTs Seal
DHHS APPROVAL
Approved for .z~'.¢.~. ~/T'...) bedrooms by
Approved ~, Disapproved
Terms of Conditional Approval
Conditional
CAUTION
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval
certificates based only upon the representations given in paragraph 5 above by an independent professional engineer
registered in the State of Alaska. The D H HS does this as a courtesy to purchasers of homes and their lending institutions in
order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data
before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional
engineer's work.
Page 2 of 2 72 025 ¢Rev 886l Sack
..,.c~ MUNICIPALITY OF ANCHORAGE (MOA)
O~' 'k~c-'v~ O~q\5\O~' HEALTH AUTHORITY APPROVAL (HAA)
~O?~5~C~5 CNECKLIST ~ FEBRUARY 1984
~, ~ 264-4744
~ ¢~[ Lega~ ~escription: ~ ~ ,~-
Well Classification ~ ~ -~ If A, B, C, D.E.C. Approved (YIN)
Well Log Present (Y/N) ~%~ Date Completed ¢~[~ Yield
Total Depth. ~J ~ Cased to ~/~ Depth of Grouting /~ ¢~ ~
Static Water Level /~ ~
Casing Height Above Ground __
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot //ICz
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line ~ 0/~Z/]..~
Cleanout/Manhole
Water Sample Collected by ____
Pump Set At _ ~ /~
Sanitary Seal on Casing (Y/N) .~
Depression Around Wellhead (Y/N) ~
Water Sample Test Results
; On Adjoining Lots ~,/~'~'~
; On Adjoining Lots
To Nearest Public Sewer
__ To Nearest Sewer Service Line on Lot /~ / O
-~ -~ ; Date __ ,2/~., ~/o,,...l~/
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed /¢/7¢- _ Size __/,¢2~ O No. of Compartments
Standpipes (Y/N) ~-.)/~/'~'- Air-tight Caps (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course
Foundation Cleanout (Y/N}
Date Last Pumped ¢Z/::2. ,~-/~ ~
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field
~O
To Stream, Pond, Lake, or Major Drainage
Comments
Page I of 2
72-026 IRC'v 8'861 Front
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed /
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N) ~'-I
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well J / 0 '~-~
To Building Foundation
Lot ~ 0 N J~
To Water Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots .~
To Cutbank (if present)
5:/:
Comments
LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verifiedy~r conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed ~'~'- ~ Date
/
Company MOA No.
Receipt No. (~) '~ ~:~
Date of Paymeut-~///~ r
Amount: $ // ~-d
Page 2 of 2
Engineer's Seal
72-026 fRev 8/861 Back
CONSULTING ENGINEER ~ ~ ~ ANCHQRAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
RESIDENTIAL WELL INSPECTION
LEGAL: Lot 52, Sec. 15, T12N, R3W
LOCATION.' 9400 Jupiter D~ive
OWNER: Me lv i.n Ackerman
TYPE OF WELL: Residential, Single Family i ~.~~
WELL LOG AVAILABLE: No
INSTALLATION REQUIREMENTS MET:Yes ~%%
PUMP YIELD FROM TEST: 4.5 Gallons Der Minute
DATE OF INSPECTION:
February 24, 1988
TEST PROCEDURE: Well was pumped at a constant rate while the
drawdown was monitored with an acoustic probe. At the beginning
of the test water level was found at 183 feet below top of casing.
At a pumping rate of 4.5 gallons per minute the water level dropped
to 187 feet after 10 minutes of pumping and remained at that
level for the remainder of the test, three hours. A total of 730
gallons were Dumped.
TEST FOR E.COLI AND TOTAL NITROGEN: Water was tested for E.Coli
and total nitrates on
E.Coli 0. Total Nitrates mg/1.
ND Nitrates Max. allowable Total Nitrates 10mg/1.
TEST RESULTS: This well meets the requirements of the
Municipality of An.chorage.
THIS WELL WILL PRODUCE MORE THAN 3 GALLONS PER MINUTE FOR MORE
THAN FOUR HOURS
The Municipal requirement for well flow is 150 gallons of water
per bedroom per day. This well exceed this requirement. The
assessment of the condition of the well applies only to the
conditions as of the day 'tested. The flow rate may change due to
subsurface conditions that may not be observed from the surface,
and changes in the land use and other fac'torN~3N~Y~N~A~t the
aquifer feeding the well. ENVIRONMEN~LS~RVICESDIVI$10N
R[CEIVED
~m (~ ~.5.~ [~ ~,.~ [~ ~[I I~ ~.~[L ~] ~L~~ []~ Oi ~-.~ ~ 203W.ANCHORAGE,15th AVEALASKA "C" SUUE 20399501
CONSULTING ENGINEER TELEPHONE: (907) 279-3916
LEGAL:
LOCATION:
OWNER:
RESIDENCE:
WELL:
SEPTIC SYSTEM ADEQUACY TEST
Lot 52, Sec. 15, T12N, R3W
9400 Jupiter Drive
Melvin Ackerman
Single Family, Four Bedrooms
On Site, Residential
SEPTIC SYSTEM:
FROM MUNICIPAL RECORDS:
TANK: Sunset Plastic, One Comp.
ABSORPTION SYSTEM: Trench
ABSORPTION AREA: 1240 sq. ft.
SOIL RATING: 250
INSTALLATION DATE: June, 1975
1250 gal
DATE OF LAST PUMPING: February 25, 1988. Isaacs Pumping Service
DATE OF TEST.
February 24, 1988
TEST PROCEDURE: System was inspected and measured. Tank was
~found with 3.5 feet of cover and a liquid depth of 51.5 inches.
6-inch sump was completely filled with water. Clean outs in the
middle trench were five feet deep and had 3 inches of Iiquid.
730 gallons of clean water was added to the an outs while the
water levels in the tank and the sump were monitored. No changes
in the water levels were observed. Time to add this water was
three hours.
TEST RESULT: This system meets the code requirements of
the Health and Social Services Department of the Municipality of
Anchorage.
NOTE The operational life of all septic systems depends on the
local soil conditions, groundwater levels that may fluctuate
during the year, and the water usag~ of the family being served
by the system. These conditions are outside the control of the
evaluator of this septic system. We can therefore not give any
estimate of how long this system will function satisfactory for
current or future occupants
MUNICIPALITY OF ANCHORAGE ~-,~-~.~J~I,~ONMENT/~_ ;',OFECTION
~ DEPARTMENT OF HEALTH 8I ENVIRONMENTAL PROTECTION
82B LStreet-A,chorage, Ala,ka99501 J 2L. 1979
ENVIRONMENTAL ENGINEERING DIVISION
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
1. PROPI:"R~T-~ OWNER / / I pf.~ON/E j /~.
PROpERT~R~SIDENT(~lfdifferentframabeve) ~ PHON~
2 BUYER ~ PNONE
~-. 'LENDING INSTITUTION
MAILING ADDRESS
PHONE
4. REALTOR/AGENT
PHONE'
MAI LING ADDRESS
~', LEGAL DESCRIF;T'I'~N
6. TYPE OF RESIDENCE
I~ SINGLE FAMILY
[] MUL.TIPLE FAMILY
7, WATER SUPPLY
~,~ INDIVIDUAL*
COMMUNITY
[] PUBLIC UTI LITY
NUMBER OF BEDROOMS
[] Two Five
E Three E3 Six
Other
* ATTACH WELL LOG. A well log is required for al wells drilled
_sinc~e_June 1975. For wells drilled prior to that date, give well
death (attach log if availabie.] ,~/,~ /
S, SEWAGE DISPOSAL SYSTEM
[~ INDIVI DUAL/ON-SITE*' **If individua/on-site, give installation oate
If svstem is over '£wo..~_~ears old an adeauac¢ test is required
[] ~UBLIC UTIL TY by this De~artmant.
NOTE'. THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST REFORE PROCESSING CAN BE INITIATED,
THIS SIDE FOR OFFICIAL USE ONLY
DATE RECEIVED
INSPECTION APPOINTMENTS
TIME TIME TIME
DATE DATE DATE
INSPECTOR INSPECTOR INSPECTOR
DIRECTIONS:
1, TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
2, WATER SUPPLY PERMIT NUMBER
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3, SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
E~IIq'DIVI DUAL/ON -SITE DATE INSTALLED
[]PUBLIC UTILITY
Connection Verified __
INSTALLER
[~]Septic Tank or [] Holding Tank
SiZe: / ~.~-(3 IfTank ishomemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL ' =~'~'~
4, DISTANCES )ti~H. Sewer Line Nearest Lot Line
Septi Holding Tank Absorption Area
WELL TO: ~~/'~/
Absorption Area to nearest Lot Line
5, COMMENTS
[~]-~-'APPROVED FOR z~ BEDROOMS
[] CONDITIONAL APPROVAL (letter must accompany certificate)
[] DISAPPROVED
DATE BY (Title)
LEGAL DESCRIPTION
72-010 (Rev, 3/78)
July 12, 1979 R&M No. 951232
Ray Hamilton
9400 Jupiter
Anchorage, Alaska
Re: Adequacy Test on Existing Sanitary Sewer System; Lot 52, Sec. 15, T12N,
R3W, SM, Alaska
Dear Mr. Hamilton:
Per your request of July 11, 1979, we conducted a test of the sanitary sewer
system on the above described property.
During this test the liquid level in the septic tank was monitored as water
was added to the system~ The measurements are summarized in the following
table:
Elapsed Liquid Level Be]ow Top Total Gallons
Time of Standpipe Added
(Minutes) (inches)
0 64.5 0
8 64.75 25
18 64.0 50
27 63.5 75
37 63.0 100
47.5 64.0 125
63 64.0 150
70 64.5 150
75 64.5 150
The meter used during the test was a Rockwell 5/8" standard water meter which
had previously been calibrated by R&M Consultants, ]inc.
If the 4 bedroom residence on the property is to house 8 people, the average
load on the system can be expected to be 600 gallons per day or .42 gallons
per minute. During the test, the system accepted 150 gallons in 70 minutes.
This indicates an average effluent acceptance rate of approximately 2.14
gallons per minute at the time of the test.
Because the house on the lot is occupied, we assume that the leach field was
at its normal degree of saturation. We can therefore conclude that the
system is disposing of effluent at an adequate rate for a 4 bedroom
residence.
July ][2, ]979
Ray Hamilton
Page '-2-
We appreciate this opportunity to be of service to you. Please contact us if
you have any questions concerning this test or if we can be of additional
service.
Very truly yours,
R&M CONSULTANTS, INC.
Ernest. R. Rahaim
Staff Geologist
Smith
Project Manager
ERR/OAS/dj/AT&SI-B
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-.456'1
Date Received
Time of Inspection
Date of Inspection
l. Approval requested by:
Mailing Address:
2. Property Owner:
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
Phone:
Phone:
Mailing Address:
3. Legal Description:
4. Location:
5. Type of facility to be inspected
No. of bedrooms
6. Well Data:
A. Type _~._~.x~ ,
C. Construction ~~~
7. Sewage Disposal System:
A. Installed(~ z ~_~_]~]
C. Septic Ta~: 1. Size
B. Depth
D. Bacterial Analysis
B, Installer
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 (1174) Page 1 of two pages
3330
3o,/"? S-
GREATER ANCtlORAGE AREA BOROUGH
Department of Environmental Quali~ty
"C" St,, Anchorage, Alaska 99503 27q-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
1. Type of
2. Property Owner:
Maiqing Address
3. Name of Buyer:
Mailing Address
Inspection: CMRO VA
FHA
Phone
CONV ,/'
Day Phone
4. Name of Lending Institution:
Mailing Address: _ /~ H S": Phone
5. Name of Realtor or Agent:
Mailing Address: Phone
6. Legal Description:
Location: _
7. Type of Facility to
8. Water Supply
Type of Supply:
If Individual,
If Individual,
9. Sewage Disposal System
Type of System: Public
~ If Individual,, date of
be inspected:
Public [Jtility Individual
number of dwellings presently served
depth of well ~
Utility
installation
Individual (on-site)
EQ-O37
Page 2 of two pages - Re :: for Approval of Individual If & Water Facilities
Legal Description
Comments
Approved Disapproved Date/~)-
Appr~Lwa~ Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/7q)