HomeMy WebLinkAboutGREY LT 2Grey
Lot 2
#014-312-13
GRE'ER �ER ANCHORAGE AREA BOPUGH
� of Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME MAILING ADDRESS �J��/`1 V�ti'//y� l�/� _PHONE
LOCATION LEGAL DESCRIPTION /i•C'L--' %'/G�
SEPTIC TANK:
DISTANCE , NUMBER OF
FROM WELL ���' Ott" MANUFACTURER5��,/YO"[N MAT ER IAL(�'t"G'�`' COMPARTMENTS_
INSIDE LENGTH INSIDE WIDTH — LIQUID DEPTH LIQUID CAPACITY M9C�) GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER _ OR WIDTH=7 , LENGTH—/1): DEPTH — G
LINING MATERIAL �UI/� r a LL J ✓' J �
CRIB SIZE: DIAMETER_ DEPTH � DISTANCE FROM: WELL i/C- JSP" ,
TOTAL EFFECTIVE U`J
BUILDING FOUNDATION NEARESTLOT LINEABSORPTION AREA (WALL AREA) i/!Z, SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE NO F L/V CONSTRUCTION
BUILDING NEAREST
FOUNDATION—,LOT LINE
CESSPOOL—,OTJbiZR–iOU R C E S
APPROVED DISAPPROVED
DISTANCES:
INSTALLED BY: y/// _,
PIPE MATERIAL:
LOT SLOPE: — IYVN�- ,
REMARKS:
Form No. EQ -031
NEAREST
REMARKS -
11 D
b
N
P
w
H
Y
DEPTH DISTANCE FROM:
EPTIC SEEPAGE
TANK—,SYSTEM _.
AM OF SYSTEM
fo
3' `�i_P, G -b PSI
i
DATELIAZ21 APPR
G.A.A.B.
9 /),-
GREATEE ANCHORAGE; AREA BOROUGH r'Ioce 45'
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
Ihlt[0 1\M
SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT
NAME OF APPLICANT°'4-`<-'`"1-C-�- •'2-f.%'
/r
INSTALLATION LOCATION Cly✓/ ��.
,�/`)�"4
LEGAL DESCRIPTION
INSTALLATION OF: SEPTIC TANK
f
TYPE AND SIZE OF FACILITY TO BE SERVED
MAILING ADDRESS OV'/ /jf Z['(L.� :�z/ PHONEI
SEEPAGE PIT DRAIN FIELD . OTHER
FINANCED THROUGH TO BE INSTA LED BY -
SOIL TEST RESULTS ����>n�('7�1 ie'L�s'/J •>1.7 .� 9'> G/fC y , NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL 7 -EST
�' L
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUTFINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE L�GI�'I*'� l TYPE I��nr�L'� l `• iz ' 'E�SEEPAGE AREA SIZE
MINIMUM DISTANCES, REQUIREMENTS
l
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT �/7( Ll l DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL
/L
SEPTIC TANK —S�, SEEPAGE PIT �/ DRAIN FIELD .�
TO NEAREST LOT LINE.
/ n �
WELL TO SEPTIC TANK - �/� Ci SEEPAGE PIT
DRAIN FIELD lC%L1 ALSO CONSIDER AREA// WELLS.
WATER MAIN TO SEPTIC TANK �/ , SEEPAGE PIT Z4/
DRAIN FIELD /0 /
SEPTIC TANK, 0 1 , SEEPAGE PIT DRAIN FIELD &O
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS,
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
LICENSED G.A.A.B.
OR
f
DESIGNER
DIAGRAM OF SYSTEM
I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 26.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE / / APPLICANT'S SIGNATURE
TH-1
8-29-74
�- ORGANICS
N
ORGANIC SILT
SILTY SANDS (SM)
'i
j.. SAPID TRACE SILT (SP)
-u
0
SANDY GRAVEL (SW)
.bRl
/o
0
0
SILTY SANDS V
W/SOME GRAVEL (SM)
NO WATER TABLE
NOTE: Test hole extended with auger type drilling unit.
0.0'
0.5'
1.0'
2.5'
6.5'
8.0'
20.0' T.D.
COLLEEN MCCAHILL PROPERTY
LOG OF TEST HOLE
R Engineering & Geological Consultants Inc. ANCHORAGE ALASKA
ANCKORAGE FAIRBANKS ALASKA JUNEAU
DATE 93-74 SCALE 111=31 DWN BY BH CHKD BY WED PROD. NO. 462072 1 DWO NO. A -01--i
rl
I Li,j i
3500 TUDOR ROAD
ANCHORAGE, ALASKA' 94502
Performs i For Douglas Gray Date Performed August 20, 1973
Legal De!script on: Lal 1 S ock�,SuGal sioa) Grafi�y.,.,
This Forrn,Reports: Soils"Cog� rcolattan est__
Cl�a.�lca& - ti�i w �e ,(is't-F,. f.. dV- �, /,,I, Na 5�,�gra�a�
Depth i' =°�-
j ii�lv'h , AL QlMi. j i i
3500 TUDOR
ROAD
ANCHORAGE, ALASKA
99502
flij,Perfoemed. For nLuKlas .Grafi,
Date Performed August 20,
1973
Legal- Descri ptl on t,Ot+1BI Block,:,,., Su
; -
bdVsoon
GyThfs
foho jReportS 0 g x
a o
-L
17" 17
6
Feet,_, o dho Lakt6 r i S. tic sS.
own 4iit Y, 1
N
Donoe gay silty s
gravel (GM)
6
, : 1 1 , , ;. `� I � ,: c 'Ii �
�...4.
is
i ,.
,
....:
i
.,.a:.....
� n��. ,
l
10
12
'14
Pit,
16
w it' i4odr-de krd,0�
h A'!�nd:"cobbles
20
4:p
Was: Grouno:-Wat4r. tneouhtered?, No
+
If Yes., Af What Di epth?-'-�-,
1 " 10 X 10 !0I !If- INCL 01 B(I
MUNICIPALITY OF ANCHORAGE
• '� DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel 1. D. # (11 i\ - 2)\=q- 13
1. GENERAL INFORMATION
9
L41
4.
A
HAA# _"DS�l��ir rl _
Complete legal description L.of 2 Gr e S 7D
Location (site address or directions) :r 'I're C— (98 A�
Property owner limen 6 00t 6 Uct-r Day phone 3N`(- 2Y61
Mailing address 3'!S6 E 68 f^ i4 �P, An charcrgPA 4r 9 9S� i
V�
Lending agency N A• (f<a y UoG a� Day phone 2S7 - 33oG
Mailing address l0vv w, 13e44_01) �lv�! A-17c.h2"ave, A -k 99602
Agent A'• A C re 4�%4a11ct) Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
2
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer —✓
NOTE: 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 421
5. STATEMENT OF INSPECTION BY 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. waiver neeaeol kr 7?'
wet! - sewer o ne sepu^akbo
Name of Firm Fl allfvp Tectin rca.i Ser4vcc+v Phone
Address A -Ac Aorcey.P .41'r 995- l�r
Engineer's signature �� Date A7 U 199 2
F
/............
�r
THEODORE F. MOORE ; .sI
`� f•.� CE - 3589 ink
6. DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
1❑TIC
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOA U21
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST I
Legal Description: koT 2 6REY 6u3DiV151oK Parcel LD
A. WELL DATA
Well type PRIVATE If A, B, or C, attach ADEC letter. ADEC water system number q,A-
Log present (Y/N) — f _ Date completed PRIOR 12/7�' _ Driller (Z NK
Total depth :�7 i98 Cased to > 6PS' Casing height 22
Sanitary seal (Y/N)
FROM WELL LOG
Date of test
Static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Wires properly protected (Y/N)
AT INSPECTION
-7�iro�gz
—
�
:6 c
o
6q
1'im11
n
rn
g.p.m.
gid•
D
7 7_ r
-., D
m O
--;On adjacent lots —
ii
_; On adjacent lots _ N•�
waver 1
Public sewer main — 73' nreolreC I Public sewer manhole/cleanout
Sewer service line So �, *- Petroleum tank Not,ie i
WATER SAMPLE RESULTS:
120 '*
t3sE RVC>
Coliform O Com! /ruGrr+-e Nitrate o• / rMv /,"C Other bacteria O co( /rOGm C
Date of sample: 7//6/92 _ 8/ 7 02 Collected by: F14TTOP TECH. SVC S
B. SEPTIC/HOLDING TANK DATA N-4. (,1tUWq geu-.e,)
Date installed
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping
Tank size
Foundation cleanout (Y/N)
Compartments
— Depression (Y/N)
Alarm tested (Y/N)
Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well (s) on lot
To property line _
Surface water/drainage
72-026 (Rev. 7/91) Front
On adjacent lots
bsorption field
Foundation
Water main/service line
CONTINUED ON BACK PAGE
C. LIFT STATION Al. R.
Date installed
Size in gallons
Vent(Y/N)
High water alarm level _
"Pump on" level at
Meets MOA electrical codes (Y/N)
Manufacturer
Manhole/Access (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
D. ABSORPTION FIELD DATA 1\I. /4
Date installed
Length Width
Total absorption area
Depression over field (Y/N)
Results (pass/fail)
On adjacent lots
Peroxide treatment (Past tz months) (Y/N)
AwwC'C Sewer'
Soil rating
"Pump off" level at
Cycles tested
Surface water _
Gravel thickness
System type
Cleanouts present (Y/N)
Date of adequacy test
for
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots
Surface water
Curtain drain
E. ENGINEER'S CERTIFICATION
On adjacent lots
Cutbank
Total depth
If yes, give date
Property line
To existing or abandoned system on lot
Water main/service line
Driveway, parking/vehicle storage area
bedrooms
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines ing4jKt�onn the date of this inspection.
a
Signature J'� 441, Q 49
rN
'••
Engineer's Name %Aeociyore
Date A f /992 rH[ODORC- r, enooae 3f
s� %, •. C€ - 3589 •'
HAA Fee $ / 7� ` Waiver Fee: $
Date of Payment —72 — Date of Payment
Receipt Number 3 7,� 7 �7 �� Receipt Number 1�3 ZK7 2�p�
-%f Anchorage
Municipality
Department of Health and Human Services DAMAN%-&
825 "L" Street
Tom Fink,
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
August 18, 1992
Ted Moore, P. E.
Flattop Technical Services
14530 Echo Street
Anchorage, Alaska 99516
Subject: Waiver Request for Lot 2 Grey Subdivision
Waiver Request #WR920045, PTD 1k014-312-13, HA920502
Dear Mr. Moore:
Your request for waiver of the required 100 foot separation of
a private well to public sewer manhole has been approved. The
approved separation distance is 73 feet.
This waiver approval applies to the existing well and public
sewer manhole only. Any future upgrade will require all
separation distances be met or another approval from this
department.
S' cerely,
Robert W. Robinson
civil Engineer
On-site Services
ljw #9
)onurr
Smit , P.E.
ram nager
ite Services
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
WR# WR920045 PID# 014=312-13 HA# HA920502 Permit #
Date Received: August 13, 1992
Legal Description: Lot 2 Grey Subdivision
Engineer: Ted Moore, P. E., Flattop Technical Services
14530 Echo Street, Anchorage, Alaska 99516
Applicant: Ken & Gina Lucky
••rrr•
Waiver Requested: private well to public sewer line - 73 feet
Criteria: 1. Geology:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2. Special Conditions:
3. Other:
Points:
0
F
?. U
Waiver is Granted:
Waiver
is NOT Granted:
List Conditions or Reasons
for above:
, l/rtl /S
/rrvi �'1orc 0.1.P
,.j/ "--,.<L..G /
.rrx /r ok rr�k_
,tor r/
Date: w4
i By: /�✓✓LG cti/ e%.+--�—
TName of Reviewer
Rec #: 23947 Amount: $ 590.00 Date Paid: 8-13-92
PH: (907) 345-1355
August 11, 1992
M.O.A. DHHS
P.O. Box 196650
Anchorage, AK 99519
Dear Sus:
ANCHORAGE, ALASKA 99516
l� {_I-'1 ra Ci u L- ��
By means of this letter we are requesting issuance of a separation distance waiver allowing the private
well serving Lot 2 of Grey S/D to be 73 feet from the public sewer line running along East 88th Avenue.
A site plan, HAA application, and other relevant backup documents are enclosed.
Although no driller's log is on file at DHHS, the well was undoubtedly installed in 1974 or 1975,
shortly after the original septic system septic system was put in for the house. On July 16, 1992 the static
water level stood at 69' below the top of the 2' high well casing. Steady pumping of 728 gallons of water
from the well at the maximum pump output of 6.3 gpm caused the water level to be drawn down to 88'
below the top of the casing, but no further. Based on this test data we determined that the total yield of the
well in excess of 6.3 gpm. Water samples collected on July 16 showed non-detectable nitrates and 0
colonies of coliform bacteria per 100 ml, but the sample did contain 6 colonies of unidentified other
bacteria. We arranged to have the well disinfected and then resampled the water on August 7. The lab test
results from this second sample showed there to be 0 colonies of coliform or other bacteria per 100 ml.
In October of 1984 an 8" diameter ductile iron pipe sewer line was installed in the R.O.W. of East 88th
Avenue fronting this lot. A copy of the relevant portions of the as -built drawing prepared by Contracting
Engineers and associates for AW WU is enclosed. The as -built drawing does not indicate the location of
the private wells serving Grey S/D. On our site plan we have plotted the relative locations of the well
serving Lot 2 and the sewer line. According to D.E.C. regulations effective in 1983 private wells must be
100 feet from sewer manholes and 75 feet from community sewer lines. By our measurements the
manholes of this sewer line are positioned greater than 100 feet from the well on the subject lot, but the
sewer line itself passes within 73 feet of the well.
According to the sewer as -built drawing the sewer pipe is Class 50 D.I.P. This type of pipe has
gasketed seals and is pressure tested at the time of installation, so there is virtually no possibility of leakage
from the sewer pipe itself between manholes. Since the achieved separation of 73 feet is only slightly less
than the required separation of 75', and prior to 1983 the required separation was only 50', the requested
waiver should be able to be safely granted without concern as to public health. The following is a
breakdown of how waiver analysis points could be assigned in accordance with D.E.C. SCRO's
Separation Distance Waiver Guidelines.
Category
Points
Distance to water table (69' - 2' - 8' = 59') 5.42
Soil Sorption (assume silt) 3.5
Permeability (assume perc rate > 50 min/inch) 3.0
Water table gradient (assume level parallel to ground surface) 2.9
Horizontal separation 73' L-2-2
Total 16.74
Based on this point assignment, it also appears that the waiver can be granted. It should be noted that
that the apparent mistake in the siting/construction of the sewer line was in no way the responsibility of the
owner of the subject lot. It is only now, when the lot owner is trying to refinance his house, that the
mistake has become evident, and he is being forced to go to considerable expense to obtain a waiver which
should have been the responsibility of others. Please give me a call if you have any questions on this
waiver request.
Sincerely,
'i IC1011-
Ted Moore, P.E.
cc: Ken Luckey
E. 88 AVE
MANHocE
MAN HoIj:-
,� NoUSE
IL 135`
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Sewt R pr
CLE4NOUT
EXIST MG
F�OUSE
f_ C, j I-)
lo' UTILIT`! &ISEMENT
8" D. I. P. SEWER MANHoLF
MANHo[C
Hoose
6 APPRDX, WELL-
LUCATroNS)
LD ( I
Flattop Technical ServiceB
14530 Echo Street
Anchorage, Alaska 99516
I, 07 2 G R E Y S/D
WA*rER ANh SEWER
SITE PLAN
scaLE- I" -4d' NOTE,'. THIS is NoT
DATC: 8/92 A SURVF`L-b FLAT.
ALL LOCAT IONS
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GREY I SUL30.
I
SEWER
J'
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO.
5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301
1
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92 . 1"A", 1 1, - '41, TY! 1,
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ITUN s G SMember of the SGS Group (Soci6t6 Gk6rale cle Surveillance)
INSPE=CTION APPOINTMENTS
DATE RECEIVED
n E
TIME
to I/
TIME -
TIME
DATE
DATE
DATE
INSPECTOR
❑ One ❑ Four ❑ Other
INSPECTOR
INSPECTOR
❑ MULTIPLE FAMILY
MUNICIPALITY OF ANCHORAGE
7. WATER SUPPLYpi/-
MUNICIPALITY OF ANCHORAGE DEPT. Of I' Al -TI; 8,
INDIVIDUAL*
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOf NVIRONiJENi_ .: is CTION
❑ COMMUNITY
825 L Street - Anchorage, Alaska 99501
•
ENVIRONMENTAL SANITATION DIVISION E' E B 2 `1 1080
Telephone 264-4720 R -& [- I
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER F�SCTL�I I�'s
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. -
1. PROPERTY OWNER
11�
'- YEAR ON-SITE SYSTEM WAS INSTALLED.
PHONE
MAILINGADDREESSS
_T %�5-
p s
�O
PROPERTY RESIDENT (If different from above) - PHONE - -
2. BUYER-
jef4��,CIC��r
s
PHONE
MAILING ADDRESS
3. LENDING INS/T�ITUT)ON
r�G/GiJ'Fl-c-
- PHONE
�Ctt-�ivti
M SLING ADDRESS
OL; S r x._3.30
!/ ,.$-`'� - ��Q rd or
t^o h
4. REALTOR/AGE PHONE
6-1 rc
1-7y yV17
MAILING ADD ESS
33
� Z
5. LEGAL DESCRIPTION —�--
�a
I/
�vrr/
hd� UZ Yc�N
to I/
STREET LOCATION
5—p
6. TYPE OF RESIDENCE
- - NUMBER OF\BEDROOMS
SINGLE FAMILY
❑ One ❑ Four ❑ Other
Two ❑ Five
❑ MULTIPLE FAMILY
O Three ❑ Six
7. WATER SUPPLYpi/-
�� /�(/a ! I a_&
required
INDIVIDUAL*
ATThH WELL LOG. A well log is 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
� Ll
I7P INDIVIDUAL/ON-SITE**
11�
'- YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 (Rev. 6/79) ✓�` �. amu_
`jfl�'� 1;
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE
❑ TWO
❑ THREE ❑ FIVE ❑ OTHER
❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
f (�
INSTALLER
J
❑SepticTankor ❑Holding Tank{.�
Size: 000 If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
,l -
4. DISTANCES
WELL T0:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
BY�
Municipality
®f
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907)264-4111
Anchorage GEORGE M.SULLIVAN,OF /\NCHORAGE
MAYOR MUNICIPALITY
DEPT. OF ACTION
ENVIRONI�,E'rtL
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION AApp , ,t�yptl
February 28, 1980 R� - h� �
Colleen T. Mc Cahill
3458 Past 88th Avenue
Anchorage, Alaska 99507
Subject: Lot 2 Grey Subdivision
Approval for your individual sewer and water facilities
can not be granted until the following items have been
completed:
(1) Expose the well for our inspection to determine
proper construction, also to insure -the minimum
distance requirements are met between your well
and sewer system.
(2) The water analysis report be delivered to this office
from Chem Lab, 5633 B Street, for our .review.
(3) The septic tank pumped with a receipt submitted to
this office for our review.
(4) An adequacy test be performed on the existing leaching
area. This test will determine if the system is
adequate according to National Standards. A listing
of private firms performing the test is enclosed.
Please notify this department for a re -inspection when the
noted descrepancy has been corrected. If there are any
further questions, please contact this office.
Sincerer ,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Alaska National Bank of the North
3301 C Street - Calais II 99503
G. R. Brown
633 West 14th Avenue 99501
0K
-dp-t . "') - W - 9c
p�)-
825 "L" ST"REET
ANCHORAGE, ALASKA 99501
(907) 764-4111
GEORGF. M. SULLIVAN,
MAYOR
DFPARTMFt'JT Or HEAt.TH AND ENVIRONMENTAL PROTECTION
February 28, 1980
Colleen T. Me Cahill
3458 East 88th Avenue
Anchorage, Alaska 99507
Subject: Lot 2 Grey Subdivision
'JI q l 4 4 d 4 /U
(.OAol')L �9
Approval for your individual sewer and water facilities
can not be granted until the following items have been
completed:
(1) Expose the well for our inspection to determine
proper construction, also to insure the minimum
distance requirements are met between your well
and sewer system.
e water analysis report be delivered to this office
from Chem Lab, 5633 B Street, for our review.
�[(3)�he septic tank pumped with a receipt submitted to
�J" this office for our review.
(4) An adequacy test be performed on the existing leaching
j area. This test will determine if the system is
" adequate according to National Standards. A listing
of private firms performing the test is enclosed.
Please notify this department for a re -inspection when the
noted descr_epancy has been corrected. If there are any
further questions, please contact this office.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Alaska National Bank of the North
3301 C Street _. Calais II 99503
G. R. Brown
633 West: 14th Avenue 99501
Lot 21 Gray S/D
Caleen McCahill
308 G Street
Room 213
Anchorage, Alaska, 99501
Residence
Tobben Spurklund P.E.
8155 Cranberry St.
Anchorage, Alaska 99502
Phone (907) 243-5302
S E W E R A D B Q U A C Y
2 bedroom, single family
T E Z T
Water System On site well
Newer System From Municipal records:
Tank: 1000 gal, concrete tank, Espinoza
Concrete ring seepage pit 4 feet dia.
Absorption area 312 ft. sq*
Date of `rest
Pest Procedure
, r_
March 12 & 139 1980
On inspection 8 inches of fluid was found in toe tank.
No sludge. Tank depth 91-0"
Fluid depth in pit: 381+
Total pit depth 11'-5"
Pit filled to 691,
Water volume used 800 gal
Fluid levels on March 13.
Tank 10 inches
Pit 48 inches
Total Absorption: 800 x 19a8a-- _ 542 gtZ24 hr.
This System Meets The Municipal Requirements for 2 bedroom
Residences. %.���®
��. p Al•�4s�Rp�
�'o
No. 2225-E
P��9�'•o JUNE 25a 1971 ..
Wayne Mabry
DEQ Comments
September 4, 1973
Page Two
11) S 3163 Thompson Industrial Subdivision
Public sewer and water is available for extension into these lots.
We recommend the petitioner enter into a subdivision agreement to
provide public sewer and water to all lots.
12) S 3173 C Street Industrial Subdivision, Lot 3 Block 1
Public sewer and water is available for extension into these lots.
We recommend the petitioner enter into a subdivision agreement to
provide public sewer and ;dater to all lots.
The cases listed below cannot be grouped:
13) S 3164 Lot lA, Block 1, C Street Industrial Subdivision
Public sewer is available for connection to this lot. Water can be
provided by well. This case meets our approval.
14) S 3169 R/O/W BY Lot 40
No comment.
15) S 3165 Tract E-2, Block 2, Bernard Subdivision
We have no comment until the tracts are broken into lots.
16) S 3.66 Grey Subdivision
We recommend postponement to allow the engineer time to submit the
required data. Ua.ta lacking is: 1) relater availability data;
2) we question if the submitted soils logs shore the seasonal high
water table - the soils testing firm must indicate this on supple-
mental data; 3) we must have locations of all sewer and water on
surrounding lands that will affect placement of individual utilities
on these lots; 4) we must have sewer and water layouts for each lot.
17) S 3170 Voyager Heights Subdivision
We recommend postponing tris case to allow the engineer time to collect
more data and discuss the data with our department.
We question if major parts of this proposal are suitable for develop-
ment at this time. Our data shows most of the area has very tight
soils, the southern portions of eh; proposal are very steep and we
question the availability of water from individual wells.
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