HomeMy WebLinkAboutSUNSET HILLS BLK B LT 29
Municipality of Anchorage Page . ! ._ of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343.-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ,.~/c~2. O IS :~
GARW G~tJTI-II~.R
Address:
25~-
LEGAL DESCRIPTION
Lot: Block
2°i 4-30 B
Subdivismn
rownshiP:12 N ~1ha':s~' 3~V' lse':t'°'32
WELL: ~'x[sn' ,NG' New
Classdlcation IPnvate A.[I Oi
PID Number' OIa~oIq'~
Wastewater System: [] New .~E Upgrade
ABSORPTION FIELD
Shallow 'lreuch ~'¢'Bed E] Mound L3 Other
Total Depth from original grade:
Gravel depth beneath pipe
Ft O,&'
Ft
Ft
Upgrade
(¢~5- so r~ 12,~" PFC
SEPARATION DISTANCES
Well )00~ ~OD~
Water ~, IoO ' '~'/oD '
Lot ,~ ~
Line ~ t
Foundation ~3 ~ /~ 3 '
Curtain
Drain
>,o~' LIFT STATION
8 s'.t~.P. ORe,Co
Remarks: fiy.~
FJ~t/o' Techt ' · ' '
Old ¢epJ~c ~n~ ¢ ~eefa~e /,1 ~a,~dooe~ -:.__P. ~]C,U] Serwces
.... ~ ....... ~g'~O~ho ~ ....
inspections performed by: E~,~¥(°¢ 3d~d ~¢E~ Dates: ~st ~/~'//~¢:
2nd
Department of Health a~d ,Human Services approval
Reviewed and approved by:
BENCH MARK
CO4¢RET~ STooP ~y
Assumed Elevation:
IoO,O
ENGINEER'S SEAL
_~;.,~v,...., ,.. %
#z'P' .' A '.~'~
Permit No. ~/ q 2 0 1.5 3
Page ~._ of .... ~ .......
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343;.4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: LOT 2q *3D~ I~-K B ~ SUNSET HILLS PID NO.: OI820iqq
LoT 2~
Hou SE CORNERS;
A B
EAgT M0~. ~TO
TUE, E
12SO
5.T,E.P,
MA~qHoL~-
~',
'E
Flattop Technical Services
14530 Echo Street
Anchozage, Alaskc~ 99518
72-013 A (Rev. 9/91) MOA 2b
PermitNo. ,~ C~2o~5 Page___ '~ of .~
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: LoT 29 + ;~o , B.LK B~ SUNSET ~IIZ. L5 PID No.: 01820 Iqq
VE¢'TylUAL SCALE
Flattop Technical Services
14530 Echo Street
Anchorage, Ah.~slcr~ 99516
72-013 A (Rev. 9/91) MOA 25
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW920153
DESIGN ENGINEER:FLATTOP TECHNICAL SERVICES
OWNER NAME:GAUTHIER GARY D &
OWNER ADDRESS:14211 SUNVIEW DR.
ANCHORAGE AK 99515
DATE ISSUED: 6/25/92
EXPIRATION DATE: 6/25/93
PARCEL ID:01820144
LEGAL DESCRIPTION: SUNSET HILLS BLK B LT 29
LOT SIZE: 15500 (SQ. FT.)
NUMBER OF BEDROOMS: 2 THIS PERMIT: 2
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 (iSAAC80).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ENGINEER MUST NOTIFY DHHS AT LEAST TWO HOURS PRIOR TO EACH
INSPECTION. PRIOR TO FINAL APPROVAL THE WELL SERVING THE
PROPERTY MUST HAVE THE CASING EXTENDED 12 INCHES ABOVE GRADE
SYSTEM REQUIRES A SAND FILTER. HOUSE AND SYSTEM OCCUPY
LOTS 29 AND 30. THE EXISTING WELL ENCROACHES ON THE WASTE
WATER SYSTEM SERVING LOT 5 BL~ B. THE WELL WAS INSTALLED
FIRST. A WAIVER MUST BE OBTAINED OR THE OFFENDING WASTEWATER
SYSTEM RELOCATED PRIOR TO FINAL AS-BUILT APPROVAL.
~ ' ~- DATE'
RECEIVLD BY. ~ .
OP TECHNICAL SERVICES
CIVIl. & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 June 5, 1992 ANCHORAGE, ALASKA 99516
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dem' Sh's:
The purpose of this letter is to provide the required design nm-rative in support of our application for a
permit to upgrade the wastewater disposal facilities on Lots 29 & 30, Block B, Sunset Hills S/D, located at
14211 Sunview Drive. Soils logs, peru test results, a site plan, design di'awings and specifications are
enclosed for your review.
Tile proposed system will be constructed between test holes #1 & gl2. As can be seen from the soil
logs, the native material between 3' and 6.5' is a slightly silty gravel and sand, both having a measm'ed
perc rate of less than 1 minute per inch. This requh'es the installation of 2' of filter sand to prevent the
septic tank effluent from percolating too fast into the underlying saturated material. Using the soil
application rate of 0.7 gpd/sq, ft. specified in the wastewater ordinance for filter sand, a 3 bedroom
residence would requh'e a total absorption m'ea of 643 squm'e feet. Although the house is presently rated
for only 2 bedrooms, the proposed design has a 1250 gallon STEP tm~k and a total absorption area of 645
squm'e feet. In addition to this being a conservative design, it will also allow fol' fumm conversion of the
residence to 3 bedrooms, if the well is relocated to free up additional area for a replacement system.
The topography of the lot is generally level. Tlie highest water table encountered during groundwater
monitoring in the height of breakup was 6.5' below ground level. The proposed design has the bottom of
the sewer gravel at 2.0' below ground level.
The proposed project will have no impact on present or futm'~ water supply and wastewater disposal
systems serving adjacent properties, nor will it have any impact on reserved space/surface trod subsurface,
or on ch'ainage. It is recognized that the soil absorption system on Lot 5 encroaches slightly on the well
serving this residence, and that either a waiver will be required or the well will have to be relocated prior to
issuance of a HAA certificate for this residence.
Please give me a call at 345-1355 if you liave any questions on this submittal.
Sincerely,
Ted Moore, P.E.
LoT
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LOT ~f
LO'T 3
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LoT I
~EL L
Fl~to~ Technical 8ervice~
14530 Echo Street
Anchorage, Alaska 99518
LoTS 2c1¢30, BLK B, 5UhISE'F BILLS
SEPTIC S¥STE~ uPGRAbE
S~TE PLAN
SC,tiLE: I'¢= 50''
DATE:
NOTE: ~1' ~1 ~
A SuRvEYED PLAT,
ALL LOCATIONS
ARE: APPROX i MATE.
30' ~1
PLA N VIEW
A
SECT IoN A..A
Flattop Technical Services
14530 Echo Street
Anchorage, Alaska 9951~
L, Oq'5 2'~.,t-30, BLK ~ 5U~S~T ~[LLS
ABSOR BT/o hi
PLAN ANb CRoss S[CT/ON
SCALE: AS
DATg;
Flattop Technical Services
14530 Echo Street, Anchorage, AK99516
Phone (907) 345.1355
Lots 29 & 30, Block B, Sunset Hills S/D
14211 Sunview Drive
Wastewater disposal system upgrade
~ Specifications
1.0 General:
1.1 The scope of the project consists of abandoning the existing wastewater disposal system
components and installation of a new 1250 gallon STEP tank and a 645 square foot soil absorption bed.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
Al/construction procedures and material specifications shall conform with Municipal and State
requirements. All separation distances shall be in conformance with Municipal requh'ements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessm3, utility locates, and to work around any
buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to U'ees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after
the soil is compacted, tis well as placement of topsoil and reseeding all areas disturbed by tile construction.
2.0 STEP Tank:
2.1 The existing septic tank and seepage pit are to be abandoned by cutting out or otherwise removing
theh' tops, thoroughly pumping out all septage, and then backfilling with clean soil.
2.2 The new septic tank shall be a 1250 gallon Muaicipally approved STEP tank with two
compartments. The tank shail be set level on undisturbed soil no closer than 100 feet from the well or 5
feet from the property line. The fn'st compartment shall be equipped with a watertight manhole cover and a
4" cleanout. The second compartment shall also have a 4" cleanout plus an insulated manhole riser
allowing access to the lift station for servicing. If the ttmk is buried less than 4 feet, it shall be insulated
with 2 inches of approved burial type, rigid insulatiou.
2.3 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot. A cleanout
shall be installed within 5 feet of the building foundation.
2.4 The lift station shall be installed in the secoud compartment of the STEP tank and shall be an
"Orenco" system as supplied by Anchorage Tank, or another Municipally approved package system.
2.5 'rhe contractor shall be responsible to obtain the uecessary Mnnicipal elecu'ic permit and
inspection, aud to provide a copy of the electrical inspector's report to the engineer overseeing the
construction of the wastewater disposal system.
2.6 The on, off, and alarm floats shall be set at the elevations specified by the lift station supplier, and .
their proper operations shall be verified by the contractor.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating the proposed bed area to a depth of
4 feet below the original ground surface. The bottom of the excavatiou shall be level.
3.2 A total of 2' of coarse clean pit run filter sand shall be placed in the bottom of the excavation to
create a new level surface 2 feet below the original ground level. Sand for selwing as filter material shall
comply with Municipal specifications.
3.3 A total of 0.75 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level in the gravel such that the pipe inverts are no less than 6 inches
above the bottom of the sewer gravel. Sewer gravel shall be 0.5" ~ 2.5" screened gravel, with less than
3% passing the ~,00 sieve.
3.4 Monitor tubes shall be of 4" diameter and installed in the locations shown on the design ch'awings.
The portion of the monitor tube extending through the sewer gravel shall be perforated.
3.5 Approved filter fabric shall be placed over the enth'e top surface of the sewer gravel. 2" thick
rigid, burial type insulation is to be placed over the filter fabric prior to backfill with a minimum of 2 feet
of soil cover.
3.6 The top surface of the cover material shall be raised approximately 12 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shail be no steeper than 3:1.
3.7 The property owner shall be responsible for ensuring that all lawn m'eas disturbed by the
construction are covered with 4 inches of topsoil and seeded with an approved grass seed to promote rapid
revegetation.
4.0 Inspections:
4.1 A total of 5 engineering inspections will be required during the course of the project: (1) initial
stakeout with the conu'actor to establish the location of the system and to discuss the plans, specifications
and construction procedures, (2) after the native material has been excavated to expose the infiltrative
surface to ensure that it is level and at the right elevation, and confreres with the soil test information, (3)
after the sand filter material has been placed, (4) after the sewer gravel is in place and the distribution pipes
have been laid and connected up to the STEP tank, but prior to placement of the f'flter fabric and insulation,
and (5) after final backfill and grading is complete. The STEP tank requires one inspection after it is set
level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the
above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
PERFORMED FOR:
LEGAL DESCRIPTION:.~O/'~ 5o'HSET
1
2
3
4'
5
6
7
@
9-
10-
11
13%
14
15
16
17
18
19
20-
14530 Echo Street
:Afichorage, Alaska 99516
DEPARTMENT OF HEALTH & HUMAN SERVICES
SOILS LOG -- PERCOLATION TEST
SILTY GRAVEL, F1AN¥ colder,
b~r~P
EASY b/dg~Ng AT F~R~T
D~6E ~ITH WAS GROUND WATER
D~PffH, ENCOUNTERED?
So~E Co~[E5
iF YES, AT WHAT
DEPTH?
1 owr~ship, Hange, SectioR:
SLOPE
SITE PLAN
ro.s' f
O~plh Io Waler A[lert 2, ' E/Iq/~Z
Monltorin[~? Oate:
Reading Date Gross Net Depth to Net
Time Time ~lql~'~ Water Drop ~N)
12"P~o41 '-~/3o q:o3 2- 7 Y-z.
~',lo 21 ~
COMMENTS _~P~.F't'O (akO~
So,ts ,/o5 ~r ~d/' Ao(~ '~2.
ACCORDANCE WITH ALL S?~TE AND MUNICIPAL GUIDELINES IN EFFECT ON '[NIS DATE,
12-000 (Rev, 4/85}
PERCOLATION RATE .~ (minutes/inch) PERC HOLE DIAMETER ._~ '~
TEST RUN BETWEEN (o .~O ET AND .~ '~' ET
o,~ ~¢
_ CE[~IlI:Y THAT 7HIS TEST WAS PERFORMED IN
14590 Echo Stree[
~fichorage, ~laska 99S18
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED
LEGAL DE$CRIP~ION:_~O
I
2
3
4'
5
6
7
8
J2
,SUNSET I~ILL~
~ILT FtLL
Township, Range, Section: SEC_ 32~ TI2N~ ~1,,/
SLOPE SITE PLAN
WAS GROUND WATER
IF YES, AT WRAI'
DEPTH?
Oeplh Io W~lor After
Monitoring? "~
14
15
16
17
18
19-
20-
COMMENTS
TE~T
Reading Date Cross
Time
Net Depth to
Time Water
PERCOLATION RATE ~- '~ I (minutes/inch} PERC HOLE DIAMETER
~ EST RUN [.{E] WEEN L/, O FT AND __L/. ~- -- F~'
Net
Drop
ACGOROANOE WITH ALL ST,~TE AND MUNICIPAL GUIDELINES IN EFFECT ON 'rills DALE. DATE: _~'~,,'1~_..//// ,/~ ~ ~.
72-008 (Rev, 4/05)
F
MUNICIPALITY OF ANCHORAGE
DEPARTMFNT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
Oll-Sito Services Sec[ion
P.O. 13ox 196650 Anchorage, Alask,q 99519-6650
348-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. ft ~¢~"~_~ q¢..~ - L\ ~--\ HAA tl ___~
1. GENERAL INFORMATION
Complete legal description
t. ocation (site address or directions) /'/~// ..,,"7'/,t / ~f/¢¢.,-'/~ ,' ...,~)x~_,_.
Property owner %~?
Mailing address '
Lending agency Day phone
Mailing address
Agent
Address
Day phone
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Unless otherwise requested, HAA will be held for pickup.
NOTE:
Individual well /
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4, TYPE OF WASTEWATER DISPOSAL:
NOI'E:
individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev, 1/91) Front MOA ~t21
5. STATEMENT OF INSPECTION B,Y ENGINEER
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 application 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 inspection.
Address ~0( ~e¢'- ~0%1
Engineer's sig natu re ~'~__T
,..
bedrooms.
Approved for ~
Disapproved.
Conditional approval for
Phone
Date "7'
bedrooms, with the following stipulations:
Additional Comments
Date 7-22
The Municipality of Anchorage Department of Health and Human Servioes (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional enginear registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DH HS do not
conducl 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.
72~)25 (Rev. 1/91) Back MOA #21
Legal Description:
Municipality of Anchorage
Department of Health & Human Services
HI-'AL'tH AUTHORITY APPROVAL CHECKLIST
Lots 29 & 30, Block B, Sunset Hi]pla~c~¢PD.
A, WI-'LL DATA
Well type private
Log present (Y/N) N
UNKNOWN( pump intake
Total depth aL 140' ) Cased to
Sanitary seal (Y/N) ¥
IfA, B, orC. attach ADEC letter. ADEC water system number
Date completed .UNKNOWN
t~nknown
Driller UNKNOWN
Casing height 21.5"
Wires properly protected (Y/N) ¥
FROM WELL LOG
AT INSPECTION
Static water level
Well flow
Pump level
g.p.m.
22 June 94
85.5' below top of casing (house occupied
1.79 g.p.m.
140' below top of casing(pump intake)
SEPARATION DISTANCES FROM WELL TO: [nay need waiver
to C.O. measured with right
Septic/holding tank on lot 103' a.81e pti~m ;Onadjacentlotsl01 to septic C.C. 1nh ko East
to C.O. .
Absorption field on lot __ !_05' measured with right; On adjacent lots " " "
angle prism
Public sewer main NA Public sewer manhole/cleanout NA
Sewer service line
Petroleum tank none observed
WATER SAMPLE RESULTS:
Coliform ¢]
Date of sample: 7 June
Nitrate
Other bacteria
Collected by: Stuart
B. SFPTIC/HOLDING TANK DATA
Date installed 9/28/92
Gleanouts (Y/N) Y
High water alarm (Y/N) ¥
Date of pumping
_Tank size~250AnchTnk L.S. Compartments 2
Foundation cleanout (Y/N) ¥ Depression (Y/N)
_ Alarm tested (Y/N)
N
SFPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot 103~ Onadjacentlots greater than ll(~oundation 65'
6'10" 6 L.S.tolstWater mmn/serwcehne NA
Topropertyline to C.,~,bsorptionfield 15'" . · '
monitor
Surface water/drainage NA
72-026 (Rev 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed 9?28/92
1250
Size in gallons
Vent (Y/N)
Y "Pump on" level at
Manufacturer Anchorage Tank
¥
Manhole/Access (Y/N)
~ .¢ '~ "Pump off" level at
High water alarm level ~"~¢
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot 103
Cycles tested .~" '
ll§urface water none observed
On adjacent lots greater than '
D. ABSORPTION FIELD DATA
Date installed 9/28/92
Length Width
Total absorption area _ 645sq,
Depression over field (Y/N) N
Results (pass/fail) ?ass
Peroxide treatment (past 12 months) (Y/N)
Soil rating
Gravel thickness 9"
Cleanouts present (Y/N)
Date of adequacy test
for 2
bed-sand filter
type
Totaldepth 4'
no(monitors-yes)
22 June 94
?b~d r o o. r~., ~
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
M1 to prop=17'
Wellonlot 105' to ni~otor _Onadjacentlots~e'ater than l~'(~ropertyline M2 to prop=14.5'
To building foundation 65' To existing or abandoned system on lot greater than 50
On adjacent Iotsgreater than30 _Cutbank N~A __Water main/service line NA
Surface water no evidence Driveway, parking/vehicle storage area 79~
Curtain drain no evidence
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guideline.~. .~e date of this inspection.
,
Sig natu re ~_'"~.. 7' ~~ ~ ~H~ ,, ."~
Date
HAA Fee $
Date of Payment
Receipt Number
72-026 (Rev, 3/91) Back
Waiver Fee: $
Date of Payment
Receipt Number
CT&E Ref.#
Client Sample
Matrix
Commercial Testing & Engineering Co.
Environmental Laboratory Services ~~-jj.~,f~-.~-~,-f.~-J,~,j~-~e-JJ~,.~
LABORATORY ANALYSIS REPORT
94.2781-1
L29 & 30 BLKB SUNSET ItlLLS
WATER
ClientName KENLEY,P.E., DOUGLAS WORK Order 79200
Ordered By DOUG KENLEY PrintedDate 06/10/94 ~08:37 lu's.
Project Name CollectedDate 06/07/94 ~16:07 hrs.
Project# ReceivexlDate 06/07/94 ~ 16:45 hrs.
PWSID UA
Technical Director
STEPHEN C, EDE
Released By:
Sanple Remarks: ROUTINE SAM1)LE COLLECTED BY: STUART.
QC Allowable Ext. Anal
Parameter Results Qual Uifits Method Limits Date Date hilt
Nitrate-N 0,30 mg/L EPA 353.2/300.0 10 06/08/94 CMR
* See Special Instructions Above UA = Unavailable
* * See Smnple Remm'ks Ab o ye NA = Not Analyzed
U = Undetected, Reported value is the practical quantification limit. LT = Less 'lhan
D = Secondary dilution. GT = Ca'eat er 5'ban
5633 B Street, Anchorage, AK 99518-1600 -- Tel: (907) 562-2343 Fax: (907) 561-5301
ENVIRONMENTAL FACILITIES IN ALASKA, COLORADO, FLORIDA, ILLINOIS. MARYLAND, NEW JERSEY, 01410, UTAH, WEST VIRGINIA
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
~,~ol~q?~l:~)~ ~ TimeDate Receivedof InspectionMarch 1, 1976
REOUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
1. Approval requested by: ~FAC Mortgage Corporation
Mailing Address: 705 West 6th Avenue Suite 201 Phone:
2. Property Owner: Earl H & Jeannette Lar{d Phone:
Mailing Address: 521 Illinois, Fairbanks Alska 99701
277-~588
Legal Description: Lots 29 and 30 Block B Sunset Hills Subdivision
Location:
Sunset Avenue - Now Sunview Drive
Type of facility to be inspected Single Family No. of bedrooms 2
C. Septic Tank:
D. Seepage Pit:
E. Disposal
Distances:
A. Well to:
Well Data: Individual
87'
C. Construction ~,r~q~-~' D. Bacterial Analysis
S ~em: n
Sewage Disposal y 0 -site system.
A. Installed Est. 195B B. Installer
1. Size ~2 2. Manufacturer
1. Absorption Area ~/~7~[.
Field: Total length of lines
Septic tank
Nearest lot line
B. Foundation to septic tank
, Absorption area
., Other contamination
., Absorption area
C. Absorption area to nearest lot line
, Sewer Lines
EQ-034 (l/74) Page ' of two pages
Page 2 of two pages - Re st for ApprOval of Individual f ~r & Water Facilities
Legal Description Lots 29 and 30 Block B Sunset Hills Subdivision
Comments
Disapproved
App~6v~l~Valid for one year from date signed
Greater AnchoragY~'Ar~a 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 (1/74)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street, Anchorage, Alaska 99509 - 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL. SEWER and WATER FACILITII=S
MUNICIPALITY OF ANCHORAGE
I)[!PT. OF HE,,',I.TII &
[!NVIRONMEN IAL t'ROTECI'ION
1976
1. Type of Inspection: CMRO VA
2. Property Owner: LAND, F~rl H. & Jeannette
FHA CONV
Mailing Address: 521 Illinois, Fairbanks 9970].
3. Name of Buyer: C-,AU~HZ]~:~, Gary D. & Mc~r'~ E.
Mailing Address: 3601 E. 16th Ave., Anchorage
4. Name of Lending Institution: _ Amfac Mortgage
705 W. 6th Ave., Suite 201
Mailing Address: Anchorag'er Ak. 99501 Phone
5. Name of Realtor or Agent: R±elsen PeaZ Esta.%e - Jim Bax~cer
Mailing Address: 606 Nor__~-hern LJ.qh~cs, AncJ~oraq8 Phone
Day Phone
Day Phone
None aw~ilable
His 265-5311
277-8588
277-2437
6. Legal Description:
Location:
Lots 29 & 30, Blk. B, Sunset Hills Sub.
000 Sunset Avenue- Now Stu~view Drive
Single family residence No. Bdrms. 2 ¢
7, Type of Facility to be inspected:
8. Water Supply
Type of Supply: Public Utility
If Individual, number of dwellings presently served
If Individual, depth of well Est. 87 feet
9, Sewage Disposal System
Type of System: Public Utility
If Individual, date of installation est. 1958
EQ-037 (1/74)
Individual
O~1~
Individual (on-site)
99701
Willets Inc. Realtors
^pril 10~ 1976
.Dept. of Health & Environmental Protection
Env~ro~n~lent Sanitation D~vls~on
2~,10 East Tudor
l~nchorage, Alaska 99~07
Mr. Les N. Buckholz
your request thru R & M Consultants I arranged to have the septic
Tank pumped for Mr. Earl Land, hO30 Sunset, to determine the size of the
'taDko I am enclosing a copy of the p.mping bill for your records.
If any additions] information is required please contact me.
Sincerely,
Llo~rd. D. Herlooker
Assoc, Broker
Willets Inc. Realtors
Rea
CONSULTANTS, INC.
ANCHOIIAGE
JUNEAU
249 EAST 51ST AVENUE P,O* BOX {3087 ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0403 TELEX 090-3~41~
April 16, 1976
R & M No. 653106
Municipality of Anchorage
Department of Environmental Quality
3330 c Street
Anchorage, Alaska 99503
Attention: Mr. Rolf Strickland
Re: Percolation Test on Existing Disposal System, Lot~ 29 and 30, Block B,
Sunset Hills S~division
Gentlemen:
On April 15, 1976, at the request of Mr. Loyd Herlocker of Willet's
Realty, our office conducted a percolation test on the existing sewage
disposal system located on the above described lots.
The following table represents the depth of the liquid in the tank. The
tank was determined to be 5.0 feet deep (bottom of tank to bottom of vent)
with an initial depth of 4.35 feet in the tank. Since the addition of
100 gallons only raised the liquid level[ only 0.05 feet, the tank was
assumed to be full or at the outlet level.
SUMMARY OF MEASUREMENTS
Depth of Liquid Meter Reading
Time in Septic Tank in Gallons Remarks
9:29 AM 4.35 310.0
9:38 4.40 360.0
9:50 4.40 410.0
9:52 4.40 410.0
10:55 4.40 479.0
1:57 PM 4.40 670.0
5:00 4.40
Fill Storage
Begin 4-hr. test
(69 gal/63min = 1.0 gpm)
(260 gal/245min = 1.1 gpm) End Test
Check Liquid Level
Meter used during the test was a Neptune 5/8" standard water meter which
was borrowed from the Anchorage Water Utility. The meter ]]ad previously
been calibrated and approved| for installation by the utility company.
The septic tank had not been puraped prior to the percolation test.
Since the house concerned was occupied, it can be assumed that the leach field
in question was at its normal degree of saturation. To further insure
normal saturation and to fill ally possible storage in the system, 100
gallons of water was added to the tank before beginning the 4-hour percolation
test.
Municipality of Anchorage
April 16, 1976
- Page 2 -
If it is assumed that this two-bedroon house with full basement will
house five people, the average daily load on the disposal system can be
expected to be 375 gallons per day. The maximum hourly load on the
System then would be about 0.8 gallons per minute (gpm).
Since the existing disposal system accepted more than 1.0 gpm with no
change in level in the tank, I would conclude that the system is presently
performing in a satisfactory manner for a private residence.
During the progress of the test, the well and septic tank vent were
located in relation to the residence. The distance from the well to the
tank vent is approximately 51 feet, as shown on the attached sketch.
The leach field would appear to be to the north and/or west as the
terrain slopes gently in this direction.
If you have any questions concerning this test, please do not hesitate
to call.
Very truly yours,
R & M CONSULTANTS, INC.
Stephen D. Shrader
Staff Engineer
SDS/sc
R&M CONSULTANTS, INC.
Consultants Inc,
ANCHORA{~E FAIRBANKS ALASKA
0042~75