HomeMy WebLinkAboutSEIDLER LT 30
Seidler
Lot 3
#050-081-17
Lot 01
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En4lfleerinQ 8 a6�09i6C1 Ct)ntUliontiuuiw Anohornge� Alaska
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Lot 02
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DaE.aimcnt of iienith and Hnviro=entr.. Proteotion
251.6 It. Tudor Mad
A,nchorogo., Alaske 00507
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,til}I1.H IAM • 1'1tni1LATION'I'li l'
Perfumed for �h�y;.;¢ .ccfcrryl_ I)ntq Pcrfunw�Arr�x
Legal Uoscript'iou:�fC���i'.
Th s form reports: orfs IOUercoiatier test„
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'los Dnn:nd water encountered? _ If yas, ,at tvilat d q)th?
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10/16/011 AS BUILT 153-25
DATE ! FLD. BK.
AF
WiI 0 Fleming � o�
#�!r� LS -5773
Bo•P 66.60..••"=dy
Ta
NOTES: Easements not appearing on record subdivision
plat are not shown unless description of easement Is
provided by client. It Is the responsibility of the owner
or builder, {prior to construction, to verify proposed
building grade relative to finish grade and utilities
connectlons; and to determine the existence of any
easements, covenants, or restrictions which do not
appear on the recorded subdivision plat.
Elevations based on assumed datum unless otherwise
Indicated, and bearings and distances are record data.
SM Engineering
SBS 17034 EAGLE RIVER LOOP ROAD
ngintering EAGLE RIVER. ALASKA 99577
(907)694-2979
LEGAL DESCRIPTION
LOT 3,
SEIDLER SUBDIVISION
PLAT NO. SCALE GRID
70-173 1" =40' NW 253
October 11, 1972
THIS IS TO CERTIFY THAT NO CHANGES
*1 W I- . 1. 1 1. , U�D
.,. ; I..? I BEEN MADE SINCE DATE OF SURVEY.
Q HAVE BE
rveyed th fojj0wj,,g
IMQS :11al1 d" Imi overlap or ('llclljacfl ()!j I!—
]Y111"4 thelf.1o, thO ;lo Imp'l. .1(' proper;
VVPWPW.� ()!I
' Off tilt! premk(�. 111
t:!C:Q ;!r(I
no
IPA'S (if r, 0;1
5;11 C1 jJI'Uj),A klxcuf,,i
Dated at
(11k
P 0 1
I ;PMP I
I
e Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O S_ c— 0 S7— 17
I
I
1. GENERAL INFORMATION
CI mplete legal description Lot 3
Location (site address or directions)
CtJrrent Property owner(s) _
Mailing address
Lending agency
Mailing address _
Real Estate Agent Dave Wirth / Pemsx Anrh_ Dayphone 9S7-Dlfl,9
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
HAA m H /q n 3 o r t q
Expiration Date: _ — /10
_ Seidler Subdivision
12041 Lugene Lane Eagle River
Valerie Pictfillan
12041 Lugene Lane
Day phone
696-4285
Eagle River, AK 99577
Day phone
2. NUMBER OF BEDROOMS:
3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site�1
Individual Water Storage
❑
Individual Holding tank
❑
Pommunity Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
eriaineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
suppiy'system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for prcperues served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional encineees work.
d. STATEMENT OF INSPECTION BY ENGINEER
I
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Health Authority Approval Guidelines for this application, shcws that the on-
site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the infcrmation obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is(are) in compliance with all pplicable Municipal and State codes, ordinances.
and regulations in effect at the time of installation.
Name of Firm S & S Engineering I Phone 694-2979
Address 17034 N. Eagle River Loop Ste:204 Eagle River, AK 99577
Engineer's Printed Name
5. DSD SIGNATURE
Robert C. Cowan
Date
Y -^. R..ECCT C. tr'A"74 + ,z-
az �tf
Approved for _ bedrooms.V
Disapproved.
Conditional approval for bedroom) , with the following stipulations:
Additional Comments
J -
Qn�• • v0
'�/JI1111iti
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
6y: W: Original Certificate Date: 'T'
(Rev. 01/02)
F
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program .
f 4700 South Bragaw St
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: w f 3 ; Sit DL&a, I Parcel ID: Oro -bgl "/7
A. WELL DATA
Well type 115 P If A, B, or C provide PWSID # _ Well Log (YIN)
Date completed Sanitary seal (YIN) y Wres properly protected (Y/N)
Z i.......,..,,4 TO Oft .f..
Total depth ZO'Zft. Cased to 2 S -� ft. Casing height (above ground) / Z in.
FROM WELL LOG
Date of test
Static water level 113 ft.
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform D colonies1100 ml. Nitrate ), 76 mg./i.
Arsenic g.A. Date of sample: 3 3t.Jo3
B. SEPTIC/HOLDING TANK DATA
Tank Type/Mate. ai Tr L
Tank size 490 10"
,Number of Compartments
AT INSPECTION
31 3 103_
7-4
ft.
Other bacteria & colonies/100 ml.
Collected by:
Date installed ' O/K
Cleanouts (YIN) Al /
Foundation cleanout (Y/N) Depression over tank (YIN) f1� High water alarm (Y/N) N
Date of pumping 3 P910a Pumper V A'S
C. ABSORPTION FIELD DATA
Date installed Soil rating (g.p.d./ftp orlit Ibd ' :1r � 'F: System type
Length X ft.. Width A) 14 ft. Gravel below, pipe
Total depth 10 ft. Eff. absorption area .!�Al/ft Monitoring tube Depression over field N 0
Date of adequacy test D3 03 r',as0s (Pass/Fail) ,$ For 3 bedrooms
f
Fluid depth in absorption field before test&'; ''^Water added gal. New depth in.
Elapsed Time:/ min. Final fluid depth in. Absorption rate >= 600 , g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date
1334SE+�l CA) 0dSrc2 V -q -r10 rJ
�juG¢IUG�? Qr4S6� a� lr-i'O/�- i�EGO/�S f <7/�sl7nlG
^SSL1 M fc-�
D. UFT STATION
Date installed e "Pump on" level at
Datum
E. SEPARATION DISTANCES
Size in gallons
"Pump off" level at _ in.
Cycles tested
Manhole/Access (Y/N)
High water alarm level at
Meets alarm & circuit requirements?
in.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lIsAtatm on lot -1 It co r -f- On adjacent lots
Absorption field on lot -/010 ► f On adjacent lots rt
Public sewer mainX14 / A- Public sewer manhole/cleanout N �4
S ! septic service line 5� r f Holding tank N /"Cl
SEPARATION DISTANCES FROM SEPTIC/FjpeNG TANK ON LOT TO:
Building foundation *S f Property line'! if- Absorption field JF t
/V ,� f Surface Walter
Water main _ � Water service line r
r
Wells on adjacent lots /d0
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
At I LA
Property line 40 r E" Building foundation /0 r Water main N
QO �� i
Water Service line A10 r'f'� Surface water % Driveway, parking/vehicle storage
Curtain drain AoAyEApx&lWells on adjacent lots 0 f -
F. COMMENTS /
... 'glee.. w, /J\ i
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's PrintedName K0,6 otR C • C8 r✓'3^'
Date 3& -7 %0-3
HAA Fee $ 3 7 S- o J Waiver Fee $ _
Date of Payment -5 a S/0-3 Date of Payment
Receipt Number C7 3 3 0 g f t Receipt Number
(Rev. 12101)
1-7
Rp We COWAN
V
Municipality of Anchorage
' Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
Water Well Advisory
Health Authority Approval # 030114
During a recent Health Authority Approval on-site inspection and test of the
potable water supply well on Block , Lot 3 of Seidler subdivision, the
well's productivity was determined to be 0.44 gallons per minute. The
minimum well productivity required by this Department (AMC 15.55) for a
3 -bedroom residence is 0.31 gallons per minute. Although the subject well
currently exceeds this minimum requirement, all parties concerned are
advised that the production capacity of the well may fluctuate. Restriction
of non-critical water uses such as washing cars and watering lawns and
gardens may be required.
This advisory must be attached to all copies of the subject Health Authority
Approval.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date 1/13/86
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Lot3 Seidler Sudv. T111N R2W Secl
Location (address or directions)
Lugene Rd.
(b) Applicant Name Jim White Telephone: Home 6911-2151 Business N/A
Applicant Address P.O. Box 770502 Eagle River 99577
(c) Applicant is (check one): Lending Institution ❑ ; Owner/builderU; Buyer ❑ ; Other ❑ (explain);
(d) Lending Institution City Mortgage _ Telephone 563-0700
Address 405 W. 30th {x'100, Anchorage, AIC 99503
(e) Real Estate Company and Agent N/A
Address
Telephone
2. TYPE OF RESIDENCE
Single-FamilyU Multi -Family ❑ Other
Number of Bedrooms 3
3. WATER SUPPLY
Individual Well ® Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. 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.
Page 1 of 2 72-025 (11/84)
5. ENGINEERING FIRM PROVIDnvG INSPECTIONS, TESTS, FILE SEARCH, LrArA 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 inspection.
Name of Firm G�VER-EaGifiw_+aER}EESTelephone
Address EAGLE RIVER, AK 99577
/ i 3 P. 0. BOX 773294
Date94 1
�i•1L U' Com.
a do
J oc oBovo as - -c ^c
oo,ago bo.,, Engineer's Seal
l `0
9.
0
0° ` c:
(i `Q °°o 000coc i
a
6. DHEP APPROVAL (
9 /
Approved for ,tea bedrooms by '�--: 'ate-�--Q•ate "0 f
Approved p Disapproved Conditional^
Terms of Conditional Approval
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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 (11/04)
MUNICIPALITY OF ANCHORAOI:
DEPT, OF HEALTH &
MUNICIPALITY OF ANCHORAGE (MON) ENVIRONMENTAL PROTECTION
HEALTH AUTHORITY APPROVAL (HAA) + n N 1 1966
CHECKLIST - FEBRUARY 1984
264-4720 E
Legal Description: �''AA C,��, "r� "'l.,
T / y -'V /e s4!. ° i
A. WELL DATA
Well Classification 1e / 11A Tc If A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Y/N) r N0 Date Completed%may 7/ Yield
Total Depth�a�� Cased to u^'kA/, Depth of Grouting NSA
Static Water Level �� �e ��� i ° F << � 1-5 Pump Set At =X° _). '�
Casing Height Above Ground Sanitary Seal on Casing (Y/N) Y
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
y
Depression Around Wellhead (Y/N)
To Septic/Holding Tank on Lot -/ '?O ; On Adjoining Lots /o°
To Nearest Edge of Absorption Field on Lot ";Z `"/ r ; On Adjoining Lots '/d()
N
To Nearest Public Sewer Line To Nearest Public Sewer
Cleanout/Manhole _Yn/d To Nearest Sewer Service Line on Lot
Water Sample Collected by r:45 1�cP.r C Asir es r — ; Date
Water Sample Test Results
Comments$ Balftl 07 cue!! &1 �afea�d 1' belfiw-c #fie cimsf y is Se/ ink 6e06VCA.
Gr F �S o4gaA , See, ynemo wealw( I/ /.A /86' �'Vm 1'0'A 8crf6�- r01 , �i�4IIffo..,r J 'PeF
B. SEPTIC/MOLDING TANK DATA
Date Installed
Size /°OU G" l No. of Compartments
Standpipes (Y/N) , / Air -tight Caps (Y/N) l Foundation Cleanout (Y/N) N
Depression over Tank (Y/N) 60 Date Last PumpedJk', �0/ /$e"6
Pumping/Maintenance Contract on File (Y/N) X14 ; for
Holding Tank High -Water Alarm (Y/N) ��a- Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/Holding Tank
i J
To Water -Supply Well -t D To Building Foundation
To Property Line �/o To Disposal Field -') 6'
To Water Main/Service Line /-/°
Course
Comments
Page 1 of 2
72-026(11/84)
!.4
To Stream, Pond, Lake, or Major Drainage
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata & �) Type of System Design ers e f
Date Installed )9 ?/ Length of Field uW N w,
Width of Field eAA/X'`J, Depth of Field b'T� 9� /
Gravel Bed Thickness urvx„J.
Square Feet of Absorption Area f- 0 a2) Standpipes Present (Y/N)
Depression over Field (Y/N)
Date of Last Adequacy Testa;;" / o � � 4 X- e,
Results of Last Adequacy Test Y,* y oCey, .-s,
Separation Distance from Absorption Field: /
To Water -Supply Well � � `� � To Property Line
i
To Building Foundation 3 5 To Existing or Abandoned System on
Lot SOT e On Adjoining Lots r�ac
To Water Main/Service Line /o
To Stream/Pond/Lake/or Major Drainage Course
✓ //4
r
To Driveway, Parking Area, or Vehicle Storage Area -
i
To Cutbank (if present)
Comments )"s��T fiy.J %.e Ggdr �I — �4 fTCJ L/(Sc}b ii0� �ecl circ' nPn r 4h Ui
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
** Check Permitted Bedroom Rating Against HAA Request **
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed Date
Company 4, S/ MOA No.
Receipt No. �3(0(0%_5 0
Date of Payment
Amount: $
Page 2 of 2
72-026 (11/84)
h
Engineer's Seal
c/ -G_�
off?-GL,-��,�._...
t.uuis A. Bu'icrl _
Q c�PT°oo CE -6736
4�� OF 5J
SEPTIC SYSTEM ADEQUACY TEST
LEGAL: Lot 3, Seidler MUNICIPALITY OF ANCHORAG,;
DEPT. OF HEALTH R
LOCATION: Eagle River, Alaska ENVIRONMENTAL PROTECTION
RESIDENCE: Single Family, 3 Bedroom \N 1 J1986
WATER SYSTEM
PUMP YIELD:
WELL YIELD
private well
7.5 GPM
0.45 GPM tested
RECEIVED
SEPTIC SYSTEM: From Municipal Records
Tank: 1000 gallons, pump vertified
Absorbtion System: seepage pit
INSTALLED ABSORBTION AREA: unknown sq. ft.
ORIGINAL SOIL RATING: unknown
INSTALLATION DATE: 1971
DATE OF TEST: 1/9/86
TEST PROCEDURE: The drainfield was charged at a steady flow
rate of 7 GPM. A total of 380 gallons of water was added to the
seepage pit over a 60 minute period. The seepage pit and septic
tank water levels were monitored. Water level in the septic
tank was measured from a reference point on the access tube refer-
encing zero at the begining of the test with the septic tank
water level remaining static through the addition of 380 gallons
of fresh water. The liquid level in the seepage pit rose 74'"
after the addition of water and returned to the original level
after 74 minutes indicating acceptance of the effluent. The
monitoring indicates the system will accept the required 150
gallons per day of effluent per bedroom which is the required
standard for a Municipal approval.
TEST RESULTS: The septic system absorbtion rate meets the re-
quirements of the Municipality for single family use as of the
day the system was tested. The operational life and the matter
of compliance with State and Municipal codes for all water and
septic systems depends on the local soil conditions, groundwater
levels that may not be observed from the surface, water usage
of the homes being served by the system, and the detail of requir
ed testing procedure. There is no guarantee that the system
LEGAL: Lot 3, Seidler Subdivision
LOCATION: Eagle River
OWNER: White
TYPE OF WELL: Private -3 Bedroom
WELL LOG AVAILABLE: no
PUMP YIELD: 7.5 GPM
WELL RECOVERY RATE: O.45 GPM
DATE OF TEST: January 9,1986
MUNICIPALITY OF ANCHORAGa
DEPT, OF HEALTH &
ENVIRONMENTAL PROTECTION
13 1986
RECEIVED
TEST PROCEDURE: The well was pump tested at a variable rate
of 7.5-2 GPM. Total drawdown from static water level was 18LI
feet after 61 minutes of pumping. The recovery rate of the well
was monitored and calculated at an average of 0.L15 GPM for the
first 32' of recovery. The instantaneous capacity of the well
and pressure tank is approximately 380 gallons with the well
level at static position of 18' below surface.
WATER QUALITY SAMPLE: Satisfactory
TEST RESULT: This well exceeds the D.E.C. daily requirements
of 150 gallons per day per bedroom for an 3 bedroom residence.
The assesment of the condition of this well applies only to the
conditions as of this date. The flow rate of any well may change
due to subsurface conditions that may not be observed from the
surface, changes in land use and other factors that may impact
the conditions of the aquifer supplying the well.
Time
APPLIC NT FILLS OUT UPPER HAI 'ONLY
Property Owner j — Phone
Time
Mailing Address
, (�. p Code
�� c' <•", � � Zip
Buyer
Date
Address
Zip Code
Lending Institutionit
I `/ , '- _ k
S C,AddressrJc,-t
Phone
Zip Code
Realty Co. & Agent -3
Phone
Address
A Zip Code
Inspector
Legal Description
`o-�---
Street Location
- --
Type of Residence
Field Notes:
!❑4iingle Family
❑ Multiple Family
No. of Bedrooms -
❑ Other
Water Supply
P-fndividual
`.
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
❑ Community
(- ) DISAPPROVED
For wells drilled prior to that date, give well depth (attach log if available).
❑ Public Utility
Sewer Disposal
I2�-Fndividual
Year Individual Installed: _
❑ Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Date
Date
Date
Date
r
Inspector
Inspector
Inspector
Inspector -
Field Notes:
APPROVED BEDROOMS.'CONDITIONS
OF APPROVAL
`.
(- ) DISAPPROVED
-.
( ) CONDITIONAL APPROVAL'
DATE
BY
Soils Rating
Date Sewer Installed
Well To Absorption Area
Well Log Received
Well to Tank
Septic Tank Size
72023 (31a2)
APPLIC JT
FILLS
OUT UPPED HAL. ONLY
Property Owner
Phone
Date
Date
V/ ;% I
Mailing Address �� �' L)("') x
I/C I- ,� L Zip Code V % /
Inspector Inspector Inspector
Buyer
Inspector (��� ��(C.�
��Lk C_iS
Field Notes: R9 GC, �.
Address
".�r
Zip Code
Lending Institution ;
-
Phone
Address �� ; �{ �,i, �� C &I
Zip Code
Realty Co. & Agent
Phone
Address
Zip Code
Legal Description / _/ t rr
Street Location
APPROVAL
Type of Residence
( ) APPROVED BEDROOMS
Ingle Family
( ) DISAPPROVED
❑ Multiple Family No. of Bedrooms
`T�'"\ _
❑ Other
Water Supply
,P�Tndividual �D� rev ��
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
to that date, depth log if available).
❑ Community •> �,�
For wells drilled prior give well (attach
G�
❑ Public Utility G
Sewer Disposal
12 f dividual
Year Individual Installed:
❑ Public Utility
Soils Rating
When Connected to Public Utility: _
❑ Holding Tank
Well To Absorption Area
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Date
Date
Date
Da
< It
_
Inspector Inspector Inspector
Inspector (��� ��(C.�
��Lk C_iS
Field Notes: R9 GC, �.
0-,V\tj9� .)ltidA''
".�r
—MUNI PAU�9-ApCHM�
f`EPT. OF I'.`i!TII i.
\�'
(r- C. ., (i._ y
ENVIRON PROicCTICJN
APPROVAL
( ) APPROVED BEDROOMS
G4,�O-_N-DITI
( ) DISAPPROVED
`T�'"\ _
( ,3) CONDITIONAL
rAPPROVAL'
DATE
Soils Rating
Date Sewer Installed
Well To Absorption Area
Well Log Received
Well to Tank
Septic Tank Size
72023 (3182)
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ENGINEERS, INC.
CIVIL • SANITARY
December 10, 1983
Mr. Jim White
P.O. Box 77502
Eagle River, AK 99577
Re: Septic System Adequacy Test, Lot 3,
Seidler Subdivision
Dear Mr. White,
On December 9, 1983 we performed a septic system
adequacy test on the above referenced lot. 1000 gallons of
clear water were applied to the absorption unit and
additional. capacity was available. From the drop rate, it
was calculated that the water was absorbed at an average
rate of 8 gpm (gallons per minute). As part of the test,
the septic tank was pumped and the capacity was verified to
be 1000 gallons.
No as -built information was found in the Municipal
files, but both septic tank and absorption system were
located on the subject lot and pipe access to the absorption
unit was in place.
At the time tested, the septic system is adequate for a
3 -bedroom residence. If you have any questions, please do
not hesitate to call.
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Sincerely,
Vernon L. Roe/Ifs, PE
13 LE DOUX LANE • EAGLE RIVER, ALASKA 99577 o TELEPHONE (907) 694-3574