HomeMy WebLinkAboutEAGLE RIVER HEIGHTS BLK 3 LT 13AEagle River
Heights
Block 3
Lot 13A
#050-271-62
GAAB.NO, I ,,. G°"4,TER ANCHORAGE AREA BORO^H
LL.ARTMENT OF ENVIRONMENTAL QUALI..
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-6686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
lll�p_-
MAILING
NAME �T�C� l✓�N1L%C=STLc�� ADDRESS -�nY-r �- �c�'' PHONE
LOCATION !;/iY WZ--.A-'s'l/�_1'4� LEGAL DESCRIPTION �Ci/� /.•!.l'�' -F.!'• f/ls f//r
SEPTIC TANK:
NUMBER OF
DISTANCE FROM WELL �� MATERIAL������'� !'%� COMPARTMENTS
LIQUID
LIQUID CAPACITY 1--552 GALLONS. INSIDE LENGTH INSIDE WIDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT: Fes•/`y
NUMBER OF PITS / OUTSIDE DIAMETER ✓ OR WIDTH �� , LENGTH �� , DEPTH C
LINING MATERIAL .r�-T-r /�/'�s`� . DISTANCE FROM WELL �'� y , BUILDING FOUNDATION -2e_' -l_--7
NEAREST LOT LINE lllieyle- . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) 9 of - SO. FT.
TILE DRAIN FIELD: /✓/,?
DISTANCE FROM
NUMBER OF LINES
BETWEEN LINES
ABSORPTION AREA SO. FT. LENGTH OF EACH
LOT
WIDTH
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
WELL: DISTANCE FROM WATER
TYPE ��=�««' DEPTH ���• ,BUILDING FOUNDATION. �-''- SAMPLE/!'' NEAREST
NEAREST I SEPTIC / SEEPAGE'I OTHER N �
LOT LINE /,1�/. /•�/ , SEWER LINE_:O ,TANK /e , SYSTEM %^ /, CESSPOOL NDS . SOURCES'_'^ -"
DISTANCES:
i
Alt%c= %r'
DIAGRAM OF SYSTEM
DATE !•���-���'y %i i/
G.A.A.B.
..
I,
S
.
�.
y
DATE !•���-���'y %i i/
G.A.A.B.
GREATER ANCHORAGE AREA BOkLiUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
7500 TUDOR ROAD POUCH 6.650
ANCHORAGE. ALASKA 99502
TELEPHONE 279-8686
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
NAME OF APPLICANT
INSTALLATION LOCAT N
. z7_
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK
PIT
AILING ADDRESS
J
PERMIT NO. • A4 74 -
PHONE <21.L1L�
FIELD OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH /J TO BE INSTALLED BY
SOIL TEST RESULTS .L(L �—�— 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
HEALTH DEPARTMENT AUTHORITY WILL Be SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE ��K O TYPE SEEPAGE AREA SIZE
MINIMUM DISTANCES. REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK. SEEPAGE PIT
TO RIVER. LAKE. STREAM.
DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
DRAIN FIELD
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
FITTEO WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
MEALTN AUTHORITY
OR
LICENSED DESIGNER
,�.� TYPEc A�
900 p' -I/
DIAGRAM OF SYSTEM
I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE�_ ../� APPLICANT'S SIGNATURE
n
C.RF.P.TER ANCF0PA^.•E AFEA. L;
� r HIM Th DEPAF -,SENT CASE 4
32; EA ;LE �TREF,T
AHCHORAS£, ALASKA 99501
Perfcrmed Forte/;nirrrline - //ii//lir CCaa Date
i :ie•lsicr. .F FerfoyrTrefciLer,nl Description: :or block
/g
This Fern Reports a: =fc j
rercoiation '[est
Depth
Feet £oil C`ar_, teristics
TOP Urn /J I/0/'y cei"104[/
6✓%//l ! /04J r",01114rf
3 V celnlri,l. 7/rre i}. a
• COW,- Olid lJe GC/e COr�ipn/
-amt boa/derr Prrje t-
bn,
U
Location Sketch
V•
SeepaSe Fit
Reading
Late Gross Tire Ne: Tice
Dept!: To }120
/E
OEM
C OM "pert}•
U
Location Sketch
71., i_ j .: -.1J i
Has Ground
If Yes. At
Nater Encountered?/ r
0
w^at Depth
SeepaSe Fit
Reading
Late Gross Tire Ne: Tice
Dept!: To }120
Net Drop
OEM
C OM "pert}•
lerco
1
duon nae
SCC:
�
71., i_ j .: -.1J i
Has Ground
If Yes. At
Nater Encountered?/ r
0
w^at Depth
SeepaSe Fit
Reading
Late Gross Tire Ne: Tice
Dept!: To }120
Net Drop
;o Bottom OS Pit Cr /r
:Tench
C OM "pert}•
lerco
duon nae
!"I
Frcpo4cd
Installat�i�oni
SeepaSe Fit
,/ Drain ^ield
0`
Inlet 3-y'
DePtn
;o Bottom OS Pit Cr /r
:Tench
C OM "pert}•
Test Performed
Data Certified By•
Dat
r,
a aa93aa 4 R93Uaa
• TESTING • EXPLORATION • CHEMICAL • MATERIALS • INSPECTION
1940 POST ROAD October 29, 1973 279-2581
ANCHORAGE, ALASKA W.O. 16362
SYSOI
Art Sayles
St. Rt. Box 217
Eagle River, Alaska 99577
Subject: Seepage Pit Analysis, Lot 13, Block 3,
Eagle River Heights Subdivision
Dear Mr. Sayles:
Following are the results of our inspection of the soil for
your proposed seepage pit, located about 35 feet behind
your house.
0' - 2.0' F-1, brown silty sandy gravel, GM
2.0' - 4.0' F-4, brown silt, ML
4.0' - 12.0' F-1, brown silty sandy gravel, GM
12.0' - 13.5' NFS, brown sandy gravel (trace silt), GW
13.5' - 15.0' F-1, brown silty sandy gravel, GM
15.0' - 17.0' NFS, brown sandy gravel (trace silt), GW
No free water was observed.
The seepage area by soil type (per the Greater Anchorage Area
Borough) are as follows:
Seepage
area ML
275
square
feet/bedroom
Seepage
area GM
225
square
feet/bedroom
Seepage
area GW
85
square
feet/bedroom
For the following calculation, the top two feet and the bottom
four feet of material are not included as contributing seepage
areas.
The pro -rated side area for eleven feet of effective depth
(13 feet total depth), is 221± square feet/bedroom. For
your three bedroom home, 664± square feet is required or
a 15.11+ x 15.11+ seepage pit.
State law requires "the vertical separation from the lowest
part of the discharge pipe for the soil absorption system to
the water table, as measured during the season of the year
with maximum water table elevation, shall be four feet or
greater."
Art Sayles /, 2 ^tober 29, 1973
No water was observed in the pit to the explored depth of
17 feet, consequently, our calculations are for the area
no deeper than 13 feet (17' less 4' = 131). If the maximum
water table was at 21 feet below the surface (17' plus 4')
our calculations could be as follows:
For 15 feet effective depth (17' total depth because at least
1 1/2' of cover is required), the pro -rated side area is
200 square feet/bedroom. For your three bedroom home, 600
square feet would be required, or a 10' x 10' seepage pit.
Enclosed are some excerpts from State and Borough ordinances
which may be of some value to you.
Please call if we can be of further help.
Sincerely,
ALASKA TESTLAB
John M. Lambe
JML/pf
Enclosures
Approved:
.. t ^..L
H. R. Lee, P.E.
K,e.:;v. Lok;'j
Municipality of Anchorage �t
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. COSA# r11C,%iCil I
1. GENERAL INFORMATION Expiration Date:
Complete legal description EAGLE RIVER HEIGHTS SUBDIVISION* LOT 13A BLOCK 3
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
10240 CHAIN OF ROCK STREET * EAGLE RIVER AK 99577
CAROL BARRIER Dayphone 694-7708
10240 CHAIN OF ROCK STREET • EAGLE RIVER AK 99577
Day phone
LINDA BANNER w/ COLDWELL BANKER Dayphone 265-9109
2525 `C' STREET • ANCHORAGE, AK 99503
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well
0
Individual On-site
❑
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
0
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems 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 supply system. DSD also Issues COSAs upon request to homeowners. Certificates of Onsite Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (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 engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seat affixed hereto and as of the validation date shown below, I verify th' Guidelines for this application,
t my
investigation, based on procedures outlined in the Certificate of On -Site Systems App
shows 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
information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 . ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, U0. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance tithe
system under the conditions encountered at the time of the lost, and separation
distances measured to readily Identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory last
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG. LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor wilt it confer any legal right whatsoever.
5. DSD SIGNATURE
✓ Approved for bedrooms.
Phone 337-6179
DateZ�13/d'
Disapproved.
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklist L
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Reort
Other
UN -SIT
WATER AND
WASTEWATER
• aRnrRAt� _ '
00, Original Certificate Date: 9-- L3 __0 6 -
By:
1P. 11M1
Municipality of Anchorage
Development Services Department
Buildup Safety Division
Oreads, Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/orrafte
(907) 343-79W
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: EAGLE RIVER HEIGHTS S/D• LOT 13A, BLOCK 3 Paroel 1131) CJD '�1 I - %p
A. WELL DATA
Web type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO
Date completed –1956 Sanitary seal (YM) YES Wires properly protected (Y/N) YES
Total depth 130+ ft. Cased to 40+ ft. Casing height (above ground) 12+ in,
FROM WELL LOG
Date of test
Static water level ft.
Well production g p m
AT INSPECTION
6/10/2005
128 ft.
4.0 g.p.m.
WATER SAMPLE RESULTS:
Coliform �,/1/. colonies/100 ml. Nitrate** 4"ngJL. Other bacteria colonies/100 ml.
Arsenic: r iD ugJL. Date of sample: 2 6 2006 Collected by: GEG. Ltd.
B. SEPTIC/HOLDING TANK DATA PUBLIC SEWER
Tank Type/Material Date installed
Tank size gal. Number of Compartments r'=- fYMI
Foundation deanout(Y/N)
C. ABSORPTION FIELD DATA
Date Instafled
Pumper
tank (Y/N) _ High water alar (Y/N)
PUBLIC SEWER
Soil rating (g.p.dAibr ftdr) _
Length ft. Width
Total depth ft. Eff. absorption area_ fe
System type
ft. Gravel bel pis! ft.
ng Depression over field
Date of adequacy test Resin 5/Fail) For bedrooms
Fluid depth in absorption field befo Water added
—gal. New depth _in.
Elapsed Time: Final fluid depth _ in. Absorption rate >_
g.p.d.
treatment (past 12 mo.) (YIN & type) If yes, give date
D. LIFT STATION
Date installed Size in gallons mannv�wn �r
m
•pump on" level at _in. 'Pump otf" rsFe _ High water alarm level at
nnh,m Cycles tested Masts alarm & Circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tanklliR station on kri N/A
On adjacent lots 100•+
N/A
On adjacent kits 100•+
Absorption field on lot
50 +
'25'+
Public sewer manhole/cleanout
Public sewer main
25+
Sewer /septic service line ----
Holding NZ
9 tank
Animal containment areas 50 +
Manure/animal excrete storage areas 100 +
FROM SEPTICIHOLDING
TANK ON LOT TO: PUBLIC SEWER
SEPARATION DISTANCES
Building foundation Property line
Absorption field
Water main
Water
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
water
PUBLIC SEWER
Property line Building foundatlon Water main
Water service line Surface wat, rNeway, parldnglvehide storage
F. COMMENTS
Wells on adjacent lots
BY MOA IN 1995 HAA
ADEC.
G. ENGINEER'S CERTIFICATION /rIx -/f "P.
I car* that I have determined through field /nspadions and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this Q� a Gcr sa.
date. qLi 95
.72;047 1`
Engineer's Printed Name JEFFREY A GARNESS
3 n6'��
Data a�r3 /y6 ores.woa
�us�--
COSA Fee S 4 t).
co, aS Waiver Fee $
Date of Payment BJ�I a113�� Date of Payment
Receipt Number 8 Receipt Number
(P". 1 farm)
w"i
SGS Ret.®
1060594001
Client Name
Gayness Engineering Group, Ltd.
Project Name/N
Eagle River I Its SD L13A D3
Client Sample ID
Eagle River lits SD L13A D3
Matrix
Drinking Water
PWSID 0
Sample Remarks:
All Dates/Times are Alaska Standard Time
Printed Date/Time 02/10/2006 14:21
Collected Datelrime 02/0612006 12:20
Received Date/Time 02/06/2006 14:55
Technical Director Stephen C. Ede
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8
Microbiology Laboratory
Total Colirorm IOD, No Coli coUl00mL SM209222B
C (o— 10) 02/07/06 02/08/06 TK
A (<-I) 02/06/06 DPT
4 4 1
'
Allowable
Prep
Analysis
Parameter
Results
POL
Units
Method
Container ID Limits
Date
Date Init
Nitmtc-N
0.499
0.100
mg/L
EPA 353.2
D (<= 10)
02/06/06 JC
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8
Microbiology Laboratory
Total Colirorm IOD, No Coli coUl00mL SM209222B
C (o— 10) 02/07/06 02/08/06 TK
A (<-I) 02/06/06 DPT
4 4 1
(^ n
1,49
MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIROh.`TNTAL HEALTH
' DEPAR'ENr OF HEALTH AND ENVIROMMNTAL PROTECTION
R HEALTH AUTHORITY APPROVAL CERTIFICATE
APPLICATION FD
l.General Information Application Date F S—
(a) Legal Description include lot, block, sub vision, section, township, range)
Locat}.n n (address 4r irections)
/s
(b) Applicants Name
Applicants Addres
(c) Applicant is (check one) Lending Institution
Buyer'TC ; Other [�(explai^n))/;
(d) Lending Institution
Sy
; Owner/builder = ;
6S-3
Address
( n OW �/�IZ.L s goat SM AC r' N � 'Cy', -,en/
e) a:�
Address SG CH -i► -k 6A o;:- Poe. K% (-tvf 2 a45'r17
Telephone
LI
(f) Msil thhe HAA to the following address:
2. Type of Residence
Single—Family
Multi—Family =
Number of Bedrooms 3
3. Water Supply
Individual Well Community
Other (describe)
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 C,
Onsite 1= PubliIEKr 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 21
W
Tests
50
J
Aqrtified by my seal affixed hereto and as of the validation date shown below, 1
ty that my investigation of this Health Authority Approval shows that the on-site
r supply and/or wastewater disposal system is safe, functional and adequate for
amber of bedrooms and type of structure indicated herein.. I further verify that,
d on the information obtained from the Municipality of Anchorage files and from my
stigation and inspection, the'on-site water supply and/or wastewater disposal
is in compliance with all Municipal and State codes, ordinances, and regula-
yvz&u
tions in effect on the date of this
inspection•
Telephone
XMW of Pim
t�+i�a
E 1. SR13
Address 19
y���SSlZ1
. �..
, ,,
n
Date
(ENCI/_•.r..�
1137•E •, CCw r
N
'••�.........
a. DHEY Approval
'
O
bedrooms
pF o
1prce5���" •� G�
By f1 `4+rw°'r C .t_ Data
Approved for —'?7
v
Approved Disapproved
Conditional
Terms of Conditional Approval
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRO,ZMNTAL PROTECTION
(DEEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESE`^_'-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENUENT 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 REQUIRE-
MENTS. L%MoyEES 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-
(DHEP SEAL)
RR4/ej/D18
[Page 2 of 21 7-19-84
e�
I
WUMGPALITY OF AN0400 E
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
MDNicI wxff CF AN(WRAW (MOA) 181985
HEALTH ALTrLHMUTY APPEiOOL (HAAT
MAR CHECKLISI - FEBRAARY 1984 RECEIVED
Legal
Well Classification e-ty cre If A, B, cr C, D.E.C. Apprwedw
Well Log Present (Z Date Completed l f l -f Y re
Total Depth Cased to d% t Depth of Grouti R
Static Water Level Rag Set At LANKAJOVA
Casing Height Above Ground l-) `� Sanitary Seal on Casing4m —
Electrical Wiring in Crndiit 1%) Depression Around hbllhead KA
Separation Distances from Wells
To Septic/Holding Tank cn Lot /yL� : on Adjoining Lots
To Nearest Edge of AbsorptionField cn Lot_f�: Adjoining Lots
To Nearest Public S>L Z� �,� T To Nearest Public Sewer
Cleanaut/Manhole f6 To Nearest Sewer Service Line on Lot ZS-�
Water Sample Collected By 3 - 5 1r."4 e/4
Water Sample Hest Results S.9 T/ s LAC -7-01 PC,
s>►s
D-,6-7 ,� C �9�,Q euoFo GcJ%9/!/�6E? S Fut M1 m/I/ p p�JpFGT
BSEP. TIC/HD � DATA S %/ ((/ /_
Date Installed Size No. ce Compartments
Standpipes (Y/N) Air -tight Caps (YM) Foundation Cleanout (Y/N)
Depression over Tank (Y/N) Date Last Pumped
Pumping/Maintenance Contract an File (YINY for
Holding Tank High -Water AlarmY ) mporary Holding Tank Permit (Y/N)
Separation Distances frac Septi ank:
To Water -Supply Well To Building Foundation
TO preY Line To Disposal Field
To Water main/Service Line To Stream. Pond. Lake, cr Major Drainage
Course
Comments
Receipt d- 1H-i3S
((�4�( Date Paid:
Amount: LlS Cl(�
(Page 1 of 21 T p�z-15-84
Soils Rating in Absorption Strata
Type of System Design
Date Installed Length of Field
Width of Field Depth of Field
Gravel Bed Thickness
Square Feet of Absorption Area Standpipes Present (Y/N)
Depression over Field (Y/N) to Last Adequacy Rest
Results of Last Adequacy Mast
Separation Distance from Absorption ield;
To Water -Supply Wall To Property Line
To Building Foundation To Existing or Abandoned System on
Lot i On Adjoining Lots
To Water Main/Service Line To Cutbank(if presert)
To Stream/Aond/Lake/ar Major Drainage Carse
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATICN
Date Installed Dimensions
Sias in Gallons/Access (YEN)
"Pump On" Level at f" Level at
High Water Alarm Level at Vent (Y/N)
Tested for Pumping Cycles doing Adequacy 'est. Meets MOA
Electrical Codes(Y/N)
Comments
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MDA HAA Guidelines
an the date of this inspection. _
Signed _
MOA No.
KB1/d5/s
(Page 2 of 21
in effect
2-15-84
AP'PLKC NT FILLS OUT UPPER HAL'ONLY "
Property Owner Jtks�u t,/
:,r\ r'YtfS
Time
Phone
Time
Date
G a l
Mailing Address ✓. �- ' r, -
{ Zip Code r
Date /
//''
Buyer (,?(*,:,�ne JLt'(4 U
(!
Zip coda
Address
O✓
•J
Inspector
Inspector
Phone
Lending Institution ,
Field Notes:- /
Address
Zip Code i-
r
Phone
Realty Co. & Agent
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
Address
Zip Code
Legal Description I -c4 13r b f, (•E 3 CP 6
161 0 /1/3
Street Location ' FIL
Soils Rating
Date Installed
Type of Residence
Ingle Family
I Septic Tank Size
Lf Multiple Family No. of Bedrooms—
!Sewer
❑ Other
Water SuDDIY
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
nupply al
For wells trilled Drlor to that date, glue well depth (attach lop If available).
IS GOmmnnity
❑ Public Utility
Sewer Disposal
❑ Individual
Year Individual Installed:
Utility
When Connected to Public Utility: 5
�Public
Holdlnp Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 7771
l dd vt
Time
Time
Time
Time
Date
Date
Date
Date /
O✓
•J
Inspector
Inspector
Inspector
Inspector
Field Notes:- /
�.o
c� f,G � KGs -ups
( ) APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APP OVA
DATE
BY:
Soils Rating
Date Installed
To Absorption Area
Well Lop Receivedll
I Septic Tank Size
!Sewer
Well
to Tank
ttm] OM
i• r
AMBER ELECTRIC
YELLOW ELECTRIC, LTD.
1658 East 59th Avenue
ANCHORAGE. ALASKA 99507
TO
Phone 561.2366
U(MWgogg Mn b L b b
TERMS;
DESCRIPTION OF WORK
AJS% �� L I /✓ v U:
AMOUNT
j��LL
y
Q�
LABOR
HOURS
RATE
AMOUNT
TOTAL MATERIAL
z
TOTAL LABOR
•��
D'd
MORR OROIR[D p'[
DATE
TAX
SiGNATUR[
rhank You►
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• Page 15
Ordinance No. 28
w4 413
(a) No seepage pit excavation shall extend into
thg water table. Where ground water is encountered,
I the bottom of the pit shall be backfilled with clean
tr<:+r�i.,.., .,:. .y � +rse sand-vr.:a;imi.le'r Macer#eta to4aL .least•-*°4--fee.t'- -'•::--*."
above the water table.
:(b) The top of all seepage pits shall be not less
Ithan.18 inches below the finished grade.
(e) 'the required absorption area of seepage pits
Ishall be computed.on the basis of percolation tests
made in each vertical stratum penetrated. The
I .•weighted.average of the results shall be computed to
Iobtain a design figure. Soil strata in which the
percolation rates are in excess•of 30 minutes per
inch shall not be included in computing the
absorption area.
(d) Seepage pits shall not be installed in areas
where the percolation rate is greater than 30
minutes per inch, i.e., in areas where more than
.30 minutes is required -for the water in the test
hole, after proper preparation,.to.fall one inch.
(e) Table No. 4 shall be used to compute the
-required seepage area for.seepage pits.
(f) The effective seepage area of a seepage pit
shall -be the vertical wall area, based on dug
diameter, of the'pervious strata below the inlet.
(g) The location of seepage pits shall be such
as. to provide not less than the stated distances
Ifrom the following:
i1
n
r
/ ^ /�
w✓/ �/� h/('/�Q
DATE RECEIVED
a,
INSPECTION APPOINTMENTS
_
TIME
❑ One [1) Four ❑ Other
TIME
TIME
❑ MULTIPLE FAMILY
)S-- Three ❑ Six
7. WATER PUPPLY
$1 INDIVIDUAL-
' ATTACH WELL LOG. A well log is required for all wells drilled
DATE
since June 1975. For wells drilled prior to that date, give well
DATE
DATE �7
S. SEWAGE DISPOSAL SYSTEM
-
_ INDIVIDUAL/ON-SITE”
,- '\- 9
INSPECTOR
-..
INSPECTOR
INSPECTOR
Y
MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH ENVIRONMENTAL PROTECTION DEPT. OF NEALTH &
825 L Straat • Ann chorage, Alaska 1501�IRONMENTAL PROTECTION
*--v
ENVIRONMENTAL SANITATION DIVISION FEB 2 7 1981
Telephone 264.4720
pD CC ((''�t�/L
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEVRIE GACILI1 U
DIRECTIONS: Complete all parts on page I. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PFIDPERJYOWNER
PHONE
MAILING ADO ESS /
PROPERTY RESIDENT (If different from above nn PH NE
.-
2. BUYER
PRUNE
MAILINGADDRESS
L
3. LENDING NST4 ION /)
PHONE
MAILING ADDRESS
4. REALTOR/AGENT
r
PHONE
MAILING ADDRESS
U
5. LEGAL DESCRIPTION If„
/ ^ /�
w✓/ �/� h/('/�Q
STREET LOCATION
6. TYPE OF RESIDENCE
NUMBER OF,BEOROOMS
,� ^INGLE FAMILY
❑ One [1) Four ❑ Other
4��
❑ Two ❑ Five
❑ MULTIPLE FAMILY
)S-- Three ❑ Six
7. WATER PUPPLY
$1 INDIVIDUAL-
' ATTACH WELL LOG. A well log is required for all wells drilled
❑ COMMUNITY
since June 1975. For wells drilled prior to that date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
S. SEWAGE DISPOSAL SYSTEM
_ INDIVIDUAL/ON-SITE”
YEAR ONSITE SYSTEM WAS INSTALLED.
�J PUBLIC UTILITY
> I1—CO
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATEDL
72010 (Rw.6179)
a�
72010 (Rw. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ -INDIVIDUAL
❑ COMMUNITY
❑ PUBLICUTILITY
Connection Verified
PERMITNUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
❑PUBLICUTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
INSTALLER
SOILS RATING
❑Septic Tank or ❑ Holding Tank
Size: I bSD If Tank is homemade
give dimensions:
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL (1
4. DISTANCES
WELL TO:
SePtic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
05� APPROVED FOR _ BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
By
72010 (Rw. 6/79)
r.
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received HCl-i�l-�1S
Time of Inspection - - o9Lit/
Date of Inspection��P�.
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
(>1-1 On„').
2.
3.
4.
5.
6.
Approval requested by:
`I
Mailing Address: K)P- rl Phone: V 1cl
Property Owner: li „d Phone:
Mailing Address:
Legal Description: (�,nc II
Location: •'�M �n �� ��i r^� \4 it oc J!
Type of facility to be inspected No. of bedrooms Qn4%s
Well Data:
A. Type %J, IA D
C. Construction S-iAo.) p AQ 0
B. Depth
D. Bacterial Analysis �Q —"?3- l�N64
7. Sewage Disposal System:
A. Installed Q tcA IT) 13 B. Installer
C.
Septic Tank:
1.
Size 13,50
2. Manufacturer 000V
D.
Seepage Pit:
1.
Absorption Area
n .QjvQS
U G 2. Material C Q ov eAe TC S
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank 7241 _, Absorption area , Sewer Lines
Nearest lot line , Other contamination
B. Foundation to septic tank Absorption area
C. Absorption area to nearest lot line
11 EQ -034 (1/74) Page 1 of two pages
� �\ mac( /�-/�/•-7.S
*GREATER ANCHORAGE ARLA BOROUGH
Department of Environmental Quality
3330 "C" St., Anchorage, Alaska 99503 - 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEVIER & WATER FACILITIES
1. Type of Inspection: 0,110 VA FHA CONY XX
2. Property Owner: Art Sayles
Mailing Address: Day Phone '
are currently renting property; please contact for
3. Name of buyer: Alvin G..Ott
•4rr�•i
flailing Address: General Delivery, Eagle River, ery phone 694-9910
4. Name of Lending Institution: Natinnal Rank of Alaska
Mailing Address: P. 0. Box 3-3859 Phone 279-2506 ext. 19
Anchorage, as a
5. Name of Realtor or Agent: n/a
Mailing Address: Phone
6. Legal Description: Lot 13, Block 3, Eatle River Heights
Location: 1300 Chain of Rock Street, Eagle, River, Ak.
7. Type of Facility to be inspected: 4 No. Bdrms.
8. Water Supply
Type of Supply: Public Utility Individual X
If Individual, number of dwellings presently served
If Individual, depth of well
9. Sewage Disposal -System
Type.of System: Public Utility Individual (on-site) X
If Individual, date of installation' 19.73 0 Augimf
n
.v1-1 1 ... .0�
Page 2 of two pages - Re~%st for Approval of Individual ".."ser & Water Facilities
Legal Description
Comments
Approved
Disapproved _
rv'r' njr'
Date j3
Approval;Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I ,� A- aGa� fnr annroval to be a true an(
I certify that the inrormaciun ... -•"- --
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
_ Municipality of Anchorage Kwlvi ` vAci"v� _
Development Services Department •^
• Building Safety Division
Onsite Water 8 Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cf.anchorage.ek.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. HAA# �ra033U
1. GENERAL INFORMATION Expiration Date:
Complete legal description EAGLE RIVER HEIGHTS SUBDIVISION• LOT 13A BLOCK 3
Location (site address or directions) 10240 CHAIN OF ROCK STREET * EAGLE RIVER AK 99577
Current Property owner(s) CAROL BARRIER Day phone 694-7708
Mailing address 10240 CHAIN OF ROCK STREET * EAGLE RIVER AK 99577
Lending agency Day phone
Mailing address
Real Estate Agent LINDA BANNER w/ COLDWELL BANKER Day phone 265-9109
Mailing address 2525 "C" STREET * ANCHORAGE, AK 99503
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
❑
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
0
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
engineer 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 supply 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 properties served by a private or Class C well and may
be reissued with new water samples. (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 engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my application,
Investigation, based on procedures outlined in the Health Authority Approval Guidelines for this app
shows 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. 1 further verify that based on the
information obtained from the Municipality of Anchorage (les and from my investigation and inspection, the
on-site water supply and/or wastewater disposal system is(are) in compliance withal/ applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Finn GARNESS ENGINEERING GROUP, Ltd.
Address 3701 E. TUDOR ROAD, SUITE 101 " ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, Ltd. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines d Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily Identifiable features. The operational life ofall wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Phone 337-6179
Date
Maintenance Agreements
Supplemental Engineer's Report
Other
By: o Original Certificate Date:
(Rev. 12101)
Municipality of Anchorage
' Development Services Department
Building Safety Division :.
On -She Water b Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 995196650
www.aanchorsgeAk.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: EAGLE RIVER HEIGHTS S/D: LOT 13A. BLOCK 3. Parcel ID: 050-271-62
A WELL DATA
Well type PRIVATE If A, B, or C provide PWSIDIr N/A
Date completed ^1956 Sanitary seal (YIN) YES
Total depth 130+ ft. Cased to 40+ ft.
FROM WELL LOG
Date of test
Static water level ft.
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Arsenic: N/A mg./L.
B. SEPTICIHOLDING TANK DATA
Tank Type/Material
Tank size gal.
Foundation deanout (Y/N)
Nitrate 0.47 mg,/L.
Well Log (Y/N) NO
Wires property protected (Y/N) YES
Casing height (above ground) 12+ in.
AT INSPECTION
6/10/2005
128 ft.
4.0 g.p.m.
Other bacteria 0 colonies/100 ml.
Date of sample: 6/13/2005 Coflected by: GEG. LtD.
PUBLIC SEWER
Date installed
Number of Compartments
tank (Y/N) _ High water alarm (Y/N)
ping Pumper
C. ABSORPTION FIELD DATA PUBLIC SEWER
Date installed Soil rating (g.p.d./ft'or ft'/bdnn) _ System type
Length ft. Width R. Gravel bei a ft.
Total depth ft. Eff. absorption area_ ft' Monitoring /Depression over field
Date of adequacy test
For bedrooms
Fluid depth in absorption field befo _ in. Water added _ gal. New depth _in.
Elapsed Time: Final fluid depth _ in. Absorption rate >s g.p.d.
venation treatment (past 12 mo.) (Y/N 6 type) If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at _in.
E. SEPARATION DISTANCES
Size in gallons
High water alarm level at in.
Cycles tested Meets alarm 8 circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankfliR station on lot N/A
Absorption field on lot N/A
Public sewer main •25'+
Sewer /septic service line 25'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/deanout 50'+
Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: PUBLIC SEWER
Building foundation
Property line
Absorption field
Water main
Water service
Surface water
Wells on
SEPARATION DISTANCE
FROM ABSORPTION FIELD ON LOTTO:
PUBLIC SEWER
Property line
Building foundation Water main
Water service line
Surface wate dveway,
parldnglvehide storage _
C
Wells on adjacent lots
F. COMMENTS
APPROVED BY MOA IN 1985 HAA AFTER DISCUSSION WITH AOEC.
G. ENGINEER'S CERTIFICATION
1 certNy that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidefines in effect on this date.
Engineers Printed Name JEFFREY A. GARNESS
Data 43 16 LX --
HAA Fee $ Waiver Fee $ _
Date of Payment Date of Payment
Receipt Number Receipt Number,
(Rev 12101)
[.T
w
M
fv
M INMAMATION NEREON IS tOR THE USE OF LENO NG IN$H11)
TIONS SPECIFICALLY TO SHOW ARY CNNLOS BEIMEN EXISTING
STRUCTURES AND PLM EO EAT WF, 0R EASEME RTS AND u WT
W Of USED FOR POSTIOMNG ADDllK* L STPUIi[M OR
FENCELINES.
yrs;-•se'rz--*-. 217-er
O
--'V•
yY'
1".A
.YB9'tflo!'w. t1�.no
OF q '011
.• 91� o
'4491H til * /
r,..:.... 114.«.114.0 1. 1.../
S /1 00
/....•N.1..N •••.. ..4.1\4.4..
Sho,.o A. Hol[
�1! : LS 6914 •.� ��r
1,; gOifSS10MAl \1M� r
EASEMENTS OF RECORD, OTHER THAN THOSE
SHOWN ON THE RECORDED PLATO ARE NOT
S11OWN,HEREON s
0
�a
J.'
~ 6Pt
Scalo : 111 = 401
AS - HUILT ( NO CORNERS SET THIS DATE )
I heraby certify that I have performed A Hortgagee'e
inspection of the following described property=
_Lot 1?AjOlock 3, TArlo Rivar ffoiChtr. Sub.
Anc'Noroge Recording Precinct. Alaska and that the impr
-menta situated thereon are within the property lines
do not overlap or encroach on the property lying adja[
thereto, that no improvements on property lying ad,fae.
thereto encroach on the premises in question and that
there are no roadways, transmission linea or other vi:
ble easements on said property except as indicated he
on. Dated At Anchorage, Alaska
this 10th day of July 19 1`9
110LT d ASSOCIATES LAND SURVEYORS FD 20 — 12
C00121 sv3 1f:CT 900VLO/90
06-16-05 04:39PM FROl4 UE ESI, SGS ENV SERVICES
—SW
9075615301 T-122 P.02/04 F-613
SCS Ret.#
1053335001
A0 Datea/rimes are Alaska Slandard Time
Client Name
Gamess Engineering Group, Ltd.
Printed DateMmo
06/16/2005 13:16
Project Name!#
Eaele River tleiehts S/D
Collected Date/time
06/132005 9:35
Client Sample 1D
Lot 13A Black 3
Received Daterrune
06/132005 14:37
Matrix
Drinking Water
Technical Director
Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Panatela Results PQL Units Method Container ID Limfu Date Date fait
Waters Department
Nitrate -N 0.470 0.100
Microbiology Laboratory
Total Coliform 0
mg/L EPA 300.0 B (o-10) 06/14/05 JIB
co11100mL SM209222D A (<-I) 06/13/05 TLF
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PAGE 01
08/02/2005 15:28 5625427 AWWU
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DRIFT. or 6:NVJROIN3IR\TA1. 1'O�FRII�:I71O\
rl r, trq�,} ItV,M.
Srntr Gb�,fyt ��
W. Charles L. Eggenor
Chief of Engineering 4 Planning
Anchorage Plater 4 Scwcr lrtiiitles
3000 Arctic Boulevard
Anchorage, Alaska 99503
Pear ler. Egiener:
Airs xaratrt gomw
NtilN;:aY.v • irglc niv,r iipi&;1EN 1117 •i•8
Ihis�refers to our letter of September :8, 1978 and your reply, of
. trwer S (I'melvt71 Q-44er 0), 1976. Previous correspondence includes
our letter of September 12, 1978 and your anster or Septemhrr 23. 1978,
You are correct that 27 inches Is now a standard thickness and note
that we have not found it listed except in the CIPRA Handbook, Fourth
Edition.
tAur.roajor eonce`zn'iias fhc'pcaraess or the well on lot is of Block 411
which'.is-.but:+10".fr�m1.501M. Your September 2W letter enclosed a
ievised ITest of „orlmanship" ant) soil data. You also stated that If we
still remained unpersuaded that the project is'naoic'thmi'adcquateiy
designed to protect all the wells, you would encase 'he'sewcr pippec in
concrete within a 501 radius of the well or lot 1S, Block 40.• 111th
consideration given to the soils encountered, tie consider mat this
encasement (in accordance with Octail 305 of the +imicipalitics 5tn„rl..gr,
5pecificar'nP) x311='^^ -•�•
_...,.....�.; lrrvtoec the well.
the plans and specification for this project are approved by this
:Department for those items of our concern providing that concrete encasenunt
of the'sewer-linc.is provided a_- stated usvmro,'
ip I
` 'Vl ry.'t i ; Sincerely yours,
\J
..i' , 1 I • ' �;��,,d .,(. ;3+,..
i` (, Richard 11. Britt
t L• ti ( 1•: FuciLlty Construction t Cgx:ratlon
PAGE 02
08/02/2005 15:28 5625427 AWWU
Municipwity
of
[A�ar�ci�o�a�c
October 9, 1978
Mr. Richard H. Britt
Facility Construction
State of Alaska
Dept. of Environmental
Pouch 0
Juneau, Alaska 99811
3001. .ACTIC BOULEVARD
ANCHORAGE. ALASKA 995013
19071 277.7627 _
44.p"
DEPARINGNT Of ENTGAIRISE ACrIrIT.ES
G.-,. a vr.[ 4..n.
Operation
Conservation
Subject: Eagle River Heights LID 50-8
Dear Mr. Britt:
The following addresses questions contained in your letter of
September 28, 1978, same subject.
a) The Standard thickness of 0.27 inches IS found in the
Hndb=k, : ctilE Ire n, aad :ast Irr.
Ca3: Iru.t Fide fieasareil
Association, 4th Edition, page 275, Table 5, "Standard
Tticwnes5 C16SSLS of uuLtile Iron Fipe.' A copy of that
table is enclosed.
b) Refer to Section 50.02, Article 2 5 a. General, second
paragraph: "All sanitary sewer pipe installed will be
subject to either (emphasis added) an infiltration test or
an exfiltrat-Ton Lest.` Since exfiltration, not infiltration,
is the process which worries AOEC when sewer lines are close
to wells, the specification of exfiltration testing is most
appropriate in this case. See revised page SP -5.
C) The soils investigation reports are enclosed foryour review.
More significant, however, are the well drillingg logs we were
able to obtain on two wells in the area. Int 11, Rlnrk 1, Onwe
a blue clay layer 17 feet thick at the 46 to 63 foot depth.
Lot 11. Block 3. shows a hard pan layer some 12 feet thick at
the 84 to 96 foot depth. Both layers serve ss An effective
barrier to the passage of water from the level of the sewer
to the wells below. Since the surface geology of the project
area is gently rising hillside with one transversing swale,
AWWU PAGE 03
08/02/2005 15:29 5625427
Hr. Richard N. Britt
October S. 1978
Page 2
it is reasonable to assume the subsurface conditions
are uniform. Further, the well logs show the wells to
be in excess of 120 feet deep and other wells in the
area are reported to be at equivalent depth. These facts
led us to the conclusion that the sewer project poses no
threat to the area's water supply. We therefore desire
to pursue construction of this project which eliminates
a continuing threat to health posed by existing septic
tanks and cesspools.
d) If you still remain unpersuaded that the project is more
than adequately designed to protect all the wells, we are
prepared to incur the extra cost of encasing the sewer
Pipe in concrete where it passes through the 50 foot
radius of the well on Lot 15, Block 48.
Sincerely,
CHARLES L. EGGEHER. P.E.
Chief of Engineering b Planning
Anchorage Nater 6 Sewer Utilities
CLE:RSR:nrs
Enclosures
AWWU PAGE 04
08/02/2005 15:28 5G.25427
DEPT. OR F:,S'IRONMUNTAL9'O\SEBIVATION
It. Qwrlea L. Eggener
Chief of bq0xwmxing b Planning
Anchorage Water & Sew -r Utilities
3000 Arctic Boulevard
Anchorage, Alaska 99503
Dear I",. Eggmer:
..1 t-,- .
jirs sGanow BBnaaas
MTNa- ye;.wr.-n
September 28, 1978
RECEIVED
1;: r igiS
Sewer U t)i
Anctn:sn-a - Eagle River P-4;Atg LLD 50-8
0= letter to the I+Ti ipality mbep turber 12. 1975 concerning this
Project forwarded s ropy of our Drinking Water Aeguladons and noted the
1;MV Mmbox of less-tt cellon le ae . xtL=-- of p�aa s 1;6115f
saftr lines, mvnholes and rleanoure Fear letter of September 22. 1978
hes fnt�*ded "revLe3' pl_=z-- ^..a �
should row accept this vrovosal. You offer the Cirdwood LID 60-1
Project as a Precedent. The revised plans differed oily from mase
=i&inally received, as best we could determine, in that the radius
circles of the marry yells raw Neve betr deleted.
We have some questions:
a) Ue could not find ductile iron pipe with a .27" thickness in
our catalogs. is this a standard thickness? Rhe note that the
Class 2 (now 52) ductile iron sever pipe of the timicipality
of And=age Standard Specifications is what thidax.
Please e®ait.
b) Yaw letter states'as an "extraordinary measure" that exfiltration
testing will be made of all rums of pipe within well clearance
distance. We had assumed such testing, or with air, on all
newero laud Ly Ute uLULL!". Ttu aASUTI'P"tAl Ly
based on Article 2.3, Test of W=kmnship. Section 50.02.
Please c*mwnt.
e) What is the mance of the Boil within a 50' radius of toanholes
50-8A and 50-8E1 Although "soils investigations" were mentioned
Int the Special Provisions, we have received no data regarding
+AWWU PAGE 85
08/02/2005 15:28 5625427
14'. Qurles L. Eggener Septcbx-r 28. 1978
. • .. .=.
dj "0.4 wa.l or. 1:.. lar O• -� io •.. i..ww r.St ir" ii{ j" -v61. .riGB
sheets 2 and 3. This is ut least 10' too close and to will
regAre a solution.
We look fonard to your reply.
Stnceraly.
I h.«.t.. {4�� . i+.lV
Richard hi. mitt
Facility Construction
6 operation
It t
"1
08/02/2005 15:28 5625427
*Mii licipality
a
OI
AWWU
3000 ARCT�C BOULEVARD
ANCHORA E.ALASKA99SO3
19071 217 7672
Ct*Adl N SULLIVAN
A.A. vOr
DFWARTMtNT 08 tNteMnc3t act, v,l43
September 22, 1978 se,.er a v tip ln."'V
Mr. Keith Kelton
Dept. of Environmental Conservation
Pouch "0"
Juneau, Alaska 99811
Subject: Eagle River Heights LID 50-8
Dear Mr. Kelton:
The Anchorage Sewer Utility requests approval of the revised plans and
special provisions for the Eagle River Heights LID 50-8. Diligent efforts
were made to find alternative routing around all wells. In spite of those
efforts the most desirable clearance distances from certain wells could not
be obtained.
The pipe materials rhosen for thi-- projact uffPr[ r.na pest ereilthle
combination of characteristics to preclude exfiltration. Ductile iron
pipe, having a minimum wall thickness of more than 1/4 -inch (0.27") was
chosen. This rugged material virtually precludes pipe damage during
transportation, handling, and installation. After installation, the
ductility provides a high degree of resistance to failure due to
unprogrammed stresses such as earthquake. The thickness of the material
provides an extended life beyond the 30 years normally expected.
Bedding of the pipe in this project offers further insurance e0airst
exfiltration. There will be a minimum of six inches of sewer bedding
material (Type IIA) between the pipe and the foundation. This bedding
assures that no large stonescreate a pressure point on the pipe which
could cause premature, localized, pipe failure. The bedding also provides
uniform support of the pipe barrel and allows uniform distribution of the
earth and live loads from the pipe to the foundation. This type of bedding
helps to eliminate differential pipe settling as a result of uneven
loadino along the length of the pipe.
linx Isla
'el
08/02/2005 15:28 5625427
AW4A1 PAGE 07
Mr, Reith Kelton
Eagle River Heights Liu bu-$
September 22, 1978
Page 2 —
The methods of constructio.i used well be as prescribed in the Standard
Specifications published by the Municipality of Anchorage and the
Special Provisions of the contract. The Municipality will provide an
engineer and inspectors to closely supervise the Contractor's work
during all phases of construction. This engineer will have full authority
to stop work on any portion of the contract where proper methods are
net being used, and has full authority to require substandard work to
be correctly reaccomplished.
In addition to the above design features, extraordinary measures will be
taken when the desirable Clearance distances could not be met. The
first measure requires that the rubber gasket. which provides a water-
tight seal between lengths of pipe will be compressed and held in
place by a gland. This assures a positive water seal is rade by
augmenting the natural elasticity of the rubber gasket. The second
measure provides for a eeche.^.ical canr� rrion t?t!+eon 2"L glen.: an t:c
upstream length of pipe and the bell of thedownstream length. These
two items will be bolted toqether to restrain the joint and prevent
separation of the two lengths of pipe. The third extraordinary measure
is exfiltration testing of all runs Of pipe within the well clearance
distance. Exfiltration testing will be specifically required by a
Special pravisicn of the con:raC..
In essence you will find this justification parallels that offered by us
and accepted by you on the Girdwood LID 60-1. Any community Sewer proiect
would abate the potential health hazards in the area. This project
goes one step further. It will assure the new sexer lines do not
prematurely fail and recreate the health hazards. Your earliest
consideration of this request will be greatly appreciated.
Sincerely,
Qp �
aeuG �
C,gDyES L ENZe t P.E.
V v..
Chief of E=.\ngineering E Planning
Anchorage Nater d Sewer Utilities
CLE:RGR:nrs
Enclosures: 1. Plans revised 9-19-78
2. Special Provisions revised 9-18-78
08/02/2005 15:28 5625427 AWWII PAGE 08
�ls� ;sit,;•• •. ..
DEPT. bt't:N ViHCNN
Hf:ti��.iiJ'i'.�����is=y roaao-arasauw»
September 12, 1974
h
Mr. Reford G. Reid
Anchorage nater E Sewer Utilities
3000 Arctic Boulevard
Anchorage. Alaska 99503
Dear Mr. Reid:
/atcha.•g- Eagle Rciy.".ts LID 5„^-S
Pians (4) for this project were received by this Department on September 5,
1978. By telephone conversation on September 6 we were informed that a
n"^3ifics3en was to ho mann nn .na.r 2 and the modified sheet was received
on September 11.
Shia pmpocal will provide sewera¢e for an area bounded by Baranof
Avenue, a street 3S0t east of main of Rock Street, Eagle River Road,
and Baffin Street. Sewer lines will be 8" Class 50 D.I. and construction
will be in conformance with the Ftmicipality of Anchorage 1976 Standard
Construction Specifications.
In our telephone conversation of September 6 we informed you that with
the modifications proposed on sheet 2, the plans appeared to be satisfactory.
He regret this error. The area to be served by this project has numerous
on-site wells. Please refer to Table A, Minimam Separations Between
Surface or Subsurface hater Sources and Potential Sources of Contamination
from one Drinking Nater Regulations. A copy of these regulations is
enclosed for your convenience.
Please note that the minimum separation between private wells and ca=mity
sewer lines is 75 feet, and between private wells and aeunholes or eleanouts
SE luv fent. IA ce m
thIS pt'Opuial, liinirtRm 1,q=iott1a& ;It tLw :e u
exceeded 12 times with the separations in two cases bein; only 25 feet.
If this project is to be pursued further, we will look for the report
justifying lesser separation dixts..-ces than shown by Table A of the
regulations, or a satisfactory rerouting of the sewer lines.
Sincerely,
Richard il. Britt
Facility Construction
5 Operation
Enclosure
Municipality of Anchorage :'
Development Services Department
Building Safety Division e
Onsite Water and Wastewater Program
SA IT,
4700 South Bragaw St.
P.O. Box 196850 Anchorage, AK 99519-8850
www.ci.arrhorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Jeff Gamess
Legal description: Esgie Rlver Heights Block 3 Lot 13A
The attached paperwork has been reviewed and Is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design.
❑ Additional soils information needed.
❑ Water monitoring results inadequate.
❑ Discrepancy in information submitted.
❑ Topographic information missing or inadequate.
® Incomplete; missing DI•tance Waiver request for well on lot to PUBLIC SEWER Al AIH• P(AAL
4 S+res crAI-Jbk u fr
of ww a•n mac. w�sc
❑
incomplete; missing ,� %,,E« wsa& hoea'+04) e•c Ao.s.c.
❑ Additional adequacy test information needed. t,�4 Ke -r -it s -r.
❑ Water sample unacceptable. 3
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
❑ Other.
Name of reviewer: Jeff Date: 7/25/2005
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
