HomeMy WebLinkAboutVALHALLA BLK 3 LTS 5 AND 6Valhalla
Block 3
Lot 5 & 6
#015-212-47
SUBMITTAL
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP111281 PID Number: 015-212-47 ❑ New ❑✓ Upgrade
Name:
Robert & Michelle Rood
ABSORPTION FIELD
El Deep Trench ❑Shallow Trench [j Bed ❑ Mound
Address
P.O. Box 112742 Anchorage, AK 99511
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
Valhalla 3 .4d
Fill added above original grade
Ft.
Gravel length
Ft.
Township Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
AbsorptionHolding
Lift Station
Se wer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
Ftp
Ft.
Well
85'
91'
N/A
N/A
>25'
TANK El Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1,000G,l.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
1'
NIA
N/A
Steel
Two
NA
Foundation
>5'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
None
Noted
Gal.
Remarks Existing Septic Tank Decommissioned
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
in Accordance with Municipal Code.
Tank Only Replaced Under this Permit.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank D3034 rank to
drainfield D3034
John's Excavating
Drainfield CO/MT
Inspector MEA
BENCHMARK (Assumed elevation) 100.Oft
Inspection
dates: 10/12/11 2M 10/12/11
Location and description
3" 411,
Exterior Deck. NE Corner.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
411,�V •••9•••(� �`
Conditional Approval: Date
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Inspection Rep, _7-1-12.doc
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Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP111281
PID No.: 015-212-47
�96.6
N N UU
2" Insulation
1,000 Gallon
Septic Tank
NOTE:
Septic Tank only replaced under this permit. Existing Septic Tank decommissioned in accordance with
Municipal Code.
PROFILE AS -BUILT
No Scale
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP111281
Tax Code Number: 01521247000
Work Type: Septic Upgrade
Permit Effective Dates: October 05, 2011 to October 04, 2012
Design Engineer: ANDERSON ENGINEERING
Subdivision: VALHALLA
Site Legal Address: VALHALLA BLK 3 LTS 5 AND 6 G:2736
Owner/Address: ROOD ROBERT C & MICHELE W
PO BOX 112742 ANCHORAGE AK 995112742
Site Mailing Address: 12201 SHILOH RD, Anchorage Lot Size in Sq Ft: 32000
Total Bedrooms: 3
This permit is for the construction of:
N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions: The proposed tank will be located farther from the well than the existing tank.
The new tank will meet all DEC requirements stated in the waiver issued in 1984, therefore the
waiver still applies.
Received By:
Issued By:
Date: �� //
MUNICIPALITY OF ANCHORAGE
Community Development Department
Phone: 907-343-7904
Dayi-J#DmPnt_ •t QQ
On -Site Water & Wastewater Program
ayar parr 5u/livarr
ON-SITE SEWER/WELL PERMIT APPLICATION VS
ft; FOR A SINGLE FAMILY DWELLING
Dr! c_c i,1ret:A&.X-
Parcel I.D. _474-5 ' v; O 15- `a
Property owner(s) _(Za)e<--- C k A->:( A6A Q_ V/ Cock Day phone
Mailing address
4
Site address
Legal description (Sub'd., Block & Lot) A LNA L L A co c- 3
Legal description (Township, Range & Section)
Lot Size Sq. Ft. Number of Bedrooms~%/itrda_1V__ S
THIS APPLICATION IS FOR:
THIS APPLICATION IS AN:
(® all that apply)
Absorption Field
ElInitial
El
Septic Tank
Upgrade
Holding Tank
❑
Renewal ❑
Privy
❑
Private Well
❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
I certify that the above information is correct. I further certify that this application is being made
for a Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:dU-1 ( �. �x,Q�cU4 aiver Fees:
Date of Payment: !C; 5 (11 Date of Payment:
Receipt Number: ( (>��'� �,; Receipt Number:
Permit No. Q`L> C Waiver No.
G:\Building\On Site\Forms\Client Farms\Permit App_010411.doc (Rev. 1/11)
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 522-6779 (FAX)
October 5, 2011
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 6, Block 3, Valhalla Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The septic tank on Lot 6, Block 3, Valhalla Subdivision has failed and must be replaced
to prevent a health issue. We are therefore requesting a permit be issued for the
construction of a new 1,000 gallon steel septic tank to serve the home. The attached
Site Plan and backup documentation identify the location and configuration of the
existing septic system and the location of the new tank. Also identified on the plans is
the existing well on the lot. A waiver is currently in place allowing the tank to be 75'
from the well. The new tank will also be located more than 75' from the well and a new
waiver is not required as the new tank will meet the requirements of the old waiver
regarding sealed tanks with caulder couplings. The existing tank on the lot will be
properly disposed in accordance with Municipal Code.
The ground surface on the lot slopes at a grade of 5% to the north in the area of the
septic tank. The tank will be constructed near the location of the old tank and in
conformance with Municipal requirements.
If the tank is constructed in accordance with our design the following statements apply:
The tank, if constructed as designed, will have no adverse impact on the wells in
the area or those to be constructed in the future.
2. The tank, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The tank, if constructed as designed, will have no adverse impact on reserve
Lot 6, Block 3, Valhalla
October 5, 2011
Page 2 of 2
space, either surface or subsurface, on any lots located in the area.
4. The tank, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
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I L� \ 1 aYM99N/aY9 NOSY90Nv
Municipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 " L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
November 1, 1989
Lou Butera, P.E.
Eagle River Engineering Services
P.O. Box 773294
Eagle River, Alaska 99516
Subject: Lot 5, Block 3 Valhalla Subdivision
Dear Mr. Butera:
A
We have reviewed your preliminary and informal request for this
office to determine the feasibility of developing the subject
property using an on-site water and wastewater system. Based on
our review of the information which you provided, it does not
appear that the subject lot meets minimum standards for
development using an on-site water and wastewater system.
The subject property has multiple deficiencies with respect to
required reserve area and set back distances to property lines
and existing private water wells, The area available for
construction of an on-site wastewater disposal system is very
limited and it is questionable whether there is sufficient area
for even one original system.
If you have any questions or concerns, please contact me at
343-4360.
Since r ly,
John mith, P,E.
Program Manager,
On-site Services
"Kids Are Our Future"
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
c. p 61989
John Smith.
MOA-GHHS
Lot 5 Block 3 Valhalla Subdv.
Request reveiw of following to allow septic permit
1. Apply neiahbor (lot b) well to tank waiver of 80' to our
tank.
Apply neiahbor (lot 5) well to leachfield distance of 93'
to our septic leach area.
Allow o lot line distance waiver to east lot line.
4. Allow waiver of our we11 to neiahbor or. 1 o „ tc E
�ssum,na same well charactoristics.
�. Construct beth septic leachfield systems wit)-, a.ranaemer.t
to altercate use of leachfields in 1cu of orovidine reserve
area reou-� rI .
��S
2 SYSTEMS BASED ON 150 SOIL
10' GRAVEL. 14' DEEP', 22.5' LONG
o SV
SEPTIC Sv 10' LI F II I IY _
EASEMN1�
3rd POSSIBLE
IIIIIIIIIIIIIIIIII r SYSTEM BASED ON 225 SOIL
10' GRAVEL 14' DEEP 34' LONG CY)
93,
100' CD
WELL
WELL
100'
NEIGH SEPTIC
SEP!,E_7/
POSSIBLE
SITE
, 30'
100' ------ --- - -100,--�---
SHILOH RD. 30'
a WELL
ELL WELL
0 — TEST HOLE
— MONITOR TUBE
0 — SEWER CLEANOUT
+ — WELL
mkil1t+1+— PROPOSED LEACHFIELD
— — — — EASEMENT
SEPTIC SITE PLAN
LEGAL: VALLHALLA SUBDV._LOT 5 BLOCK 3
OWNER: FED ALASKA CREDIT UNION
CONTRACTOR: VA
JOB 89-049 DATE: 08/17 89 SCALE 1" = 50'
EAGLE RIVER ENGINEERING SERVICES
P.O. Box 773294
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX.- (907) 694-3297
I"ERFORMED FOR
0< SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
A/41114 Crete(,/" ""fo,.r DATEPERFORMED: 8z9Z�`/
LEGAL DESCRIPTION: �o /�' rtY�k .�y�/�%t ��4 ,fi.'eski 73e %/-/
TF/ PT SLOPE SITE PLAN
�.o .y y AK
2
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3
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4
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6
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8 � y
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9
10
11 --
i
12 0
13
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14 U r
15
6'
16
17
18-
20-
COMMENTS
820COMMENTS
PERFORMED BY:
72.008 (6/79)
1`
n (S rv)
U,'o✓N .T4 it L/3 6-7 ✓C/
CGM )
Grey Si..ds, G.4 eel
TN
Y
WAS GROUND WATER 5
ENCOUNTERED? N D L
O S
Mo•v. +yn-ed E
IF VES, AT WHAT )a d4 y_
DEPTH?
Reading
Date
Gross
Net
Depth to
Net
Time
Time
Water
Drop
.SOAK
2
a;/3;30
/
6- o
-G �e
/
Li
a: 35-: 7a
S -6 J/i6
PERCOLATION RATE 716 (minutes/inch)
TEST RUN BETWEEN SFT AND L: FT
Eagle River Engineering Service$
—'— P -:-0:21x773291
Eagle River, AK 99577
654-5195
CERTIFIED BY: G yG DATE:—;0'4/--It
PERFORMED
(a, SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Ar PERCOLATION
TEST
B25 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG — PERCOLATION TEST
A/<t /4 Crva.(r 7` ' DATE PERFORMED: 8/%/.,s
LEGAL DESCRIPTION: �� � 8 ,tS/!i' 3 //a//.�tl/4 If 2. 'w iM -zI,
%N a n% SLOPE
� SITE PLAN
2
r
3
4
5 ),�
6
7.-
8-
10-
11
. 8 1011 �
12
CG M)
G.ey S,
Cory iCNf w, 1x /iPf %h
13
d
ENCOUNTERED?
14—
Depth to
O
Time
15
IF YES, AT WHAT
Drop
DEPTH?
Y1'
16
— 2
17
O
18
/41'
19
20
COMMENTS
PERFORMED BY:
72-D06 (6/79)
WAS GROUND WATER
S
L
ENCOUNTERED?
/t/
Depth to
O
Time
Mo.✓, M -ed E
IF YES, AT WHAT
Drop
DEPTH?
Y1'
TH
e
Reading
Date
Gross
Net
Depth to
Net
Time
Time
Water
Drop
Sosl K
8 9 y9
y
PERCOLATION RATE -Zo (minutes/inch)
TEST RUN BETWEEN 6 FT AND 7 FT -
Eagle River Enpineering Services
--f:111"773Z941—
Eagle
111 "7732941 —
Eagle River, AK 99577
65'4.5195
CERTIFIED BY: DATE:
NAME
MAILING ADDRESS
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- AncSorage, Alasl(a 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE
'~ [~i~'R A D E
NO. OF BEDROOMS
DISTANCE TO:
LEGAL DESCRIPTION
LOCATION
Lie. capacity in gallons
~'<~1-Z Manufacturer ~ ~ L
./ J IF HOMEMADE:
1
Well
Absorption area PERMIT NO.~.(~I I 0 .~ "7
Inside length
DISTANCE TO: twell
No. of lines / Length of each line
Top of tile to finish grade ,~ /
Width
Dwelling
Total length of lines
Matoria~eath tile
Length
Dwelling
Depth
Liquid depth
PERMIT NO,
Material Liquid capacity in gallons
Nealest I ~t(~n ~,
Trench widtl~ i_/inches
/ I /-~// inches
PERMIT NO.
_ ~// c~
Total effective absorption area
PERMIT NO.
Type of crib Crib diameter Crib depth Total effective absorption area
Well Building foundation Nearest lot line
DISTANCE TO:
Class Depth Drifter Distance to lot Hne rPERMIT NO.
DISTANCE TO: Building foundation Sewer line Septic tank /Abs°rpti°n~-~ea(sl
OTHER
PIPE MATERIALS
SOIL TEST RATING
?
INSTALLER
REMARKS
APPROVED DATE LEGAL
72 013 (Rev. 3/78)
..... ()F ......
,!LI'! .! !::;fi:i::i:]:!::,l::i"4C::i!i::!; iHl::!'! 'f!"t!:; !41'::!I t,i[i..L.
~SOI LS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
~PERCO LATION
TEST
I
2
4-
5-
6-
7
8
SLOPE
11
13-
14-
15-
16-
WAS GROUND WATER
(,ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SITE PLAN
17-
18-
19-
Reading Date Gross Net Depth to Net
Time Time Water Drop
20~
/~ ~ (minutes/inch)
PERCOLATION RATE , ~
TEST RUN BETWEEN (~ '~:~, FT AND 6'~ FT
PERFORMEDBY: :: ~'' ~ :, .: CERTIFIEDBY: DATE:
72-008 (6/79)
MmIlaINGWOma
i� Sr _
t yr•}3t� ,�,,,, XX11 i
i.,`J li"►;}>�
st;w�IN�C`{H{b�yATER'WELL DRILLED AND CASED OUT TO THE DEPTH OF I�
DRILUD AT THE RATE OF j98.50 PER FOOT.
} ` t Dan DaU 346®5720
6'R®top 3ERiir. OWtdER .gym , v
LOCATION OR WELL S alp. 3
t
DF31LL�i3 BfAIU . Cla" oA 8swpaet D.t. t"V Vatk4e
WKLL LOGI
Q e3b ;4avat and 4tt4 clay. btnde
X4 95' Sd l ty Bandy G+aua.L wet wt4A 30% clay.. -
95-1341 Vee stay. 95% aandy maRo t.la.t. no g uu tt.
77
9698470# good cdaaa Glatet b¢a.tinq 9,Uwel w-LtJt. a pto&wAtan o4 10 Sm d',IAA 30 PfA
04 vltaA. 4tand do ca44nq.. 1/2 Hoaet Sub pump ehould be. 444&Uad pwe feat ram r`s`
m :.has � ., �:I.;;'t , . • + `� 6 ,
b AIM exten4ton, added to tht 170 ¢tet: ChaAge: $28.00 a 4
b � ,
lI® CAa4ge AU Saa L. y
Yi
-01
! J
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1: �1��1i I�•• IA 1. (.z rtlt�t y, .
iAq
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. rad
tt t
WRITEACHirCK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF 53973.00
al ,
1"Y"NK YOU VERY MUCH. F'
BERNIE CLAUS OF RAMPART DRILLING WORKS
u i t
®ATS �IS79
MUMICE C"AROCOF? I%% PER MONYH TmL8--�48 19ED ON PAS'YtlUEACCOUNYB. :
913ri rn .. 1nn
GRE, -R ANCHORAGE AREA BOK 'IGH
Department of Environmental Quality
VVV��u 3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME>Si�'YN �d�%-eI��C''PJ __ MAILING ADDRESSOR til �i3>.L�h) /Ud�GI-1 �l�iJ_'% PHONE "Z
LOCATION Wilder m' _,,S b>i LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE NUMBER OF
FROM WELL" -56 MANUFACTURER N1Vli:C;/c-_7cMATERIAL - COMPARTMENTS i
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS.
SEEPAGE PIT: C(pC'ii1/ll7c 07 Cd1�t/nc"_P Ce'-UXI'ud C r:d vV% 6'Pu u
NUMBER OF PITS DIAMETER OR WIDTH, LENGTHI2/ DEPTH
LINING MATERIA LeS '-� o CRIB SIZE: DIAMETERDEPTH DISTANCE FROM: WE� /U!') /
TOTAL EFFECTIVE
BUILDING FOUNDATION ' _ NEAREST LOT LINE ABSORPTION AREA (WALL AREA) _ SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
CONSTRUCTION
BUILDING NEAREST NEAREST
FOUNDATION LOT LINE SEWER LINE
CESSPOOL OTHER SOURCES
APPROVED_ DISAPPROVED REMARKS
DISTANCES: Le.0 Ah&G-A
INSTALLED BY: kl'Lp ) SdC:
PIPE MATERIAL LLJ� '&n
6 'dn -Lrir' 'k: oci
LOT SLOPE: 6kkeJ;('
REMARKS: C O" 1,T) .1CI cd ('1q. p.
(1,Z%I4'L, if624;4a
Form No. EQ -037
DATE
DEPTH
DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM_
DIAGRAM OF SYSTEM
JI
2s�
APPROVED
�fR't:
DEPRRTMENT K HEHLTH RND E NVIR()NMENTHL M001 FAM
�25 'L �/REET, 8NCHnRHGE/ 9K99�
264-4720
v
PFRM/T HO ( 790154 )
T;E REQ|JIRE:� SIZE OF THE �000L RBSORFTION SYSTEM IS:
Elk 0 1 1-P-11= A :An 0 Vkhoi 1-H H= I O&V R 3 FQ A 141 f 1V- CA K 1 0 -11 1 - p= -�
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TKENCH 0R DRHINFIELl,
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE 8ETNEEN THE SURFRCE OF THE
GROUND qND THE BOTTOM OF TUE EXCHVHTIUN (IN FEET)
T||ERE IS NO SET W):DT|i FDK TRENCHES
TME GR8VEL DEPTH 10 THE MIUIMUM DFPTH OF GRR;EL BETWEEN T!|E OVTFH!-L PIPF.
FlND THE F:0-1 1011 OF THE EXCH;RTIDN (IN FE[T)
10 U C4 1 1 to In VA NVU-4MA-0 :1 17- -1 FISH< !� i :1, ly I n�= A civics WAVAT_1 '��S.':
FERMIT 0PPLlCMNT HHS THE TO INFORM THIS DEPARTMENT DURIMG T|i:
lUSTHL!-HTIKIN }HSPECTIONS; OF FINN NELLS ADJACENT To FIT lS PoOPERTY AND THE
NUM8ER OF RESlDENCES THHT THE WELL WlLL SERVE
11-I , !!![::, 1! �:?, -.:" X 041TSM&C -V :p TASK, ullf"077 ISK""kh 1 peompA
GHCKFlLilNG OF HNY SYSTEM WlTHOUT FINAL INSPECTION RND HPPR0YRi- BY TUlS
DEPHRTMENT HILL BE SU8JECT lr0 PROSECUTION,
1070`201 it -1 1 E X Q:0 ry K S; 07, 04 T � KK two 03 ET Q E lu^ K SO �" ":i
I CERTIFY THHT
1 l HM FRMlLlHR HlTH THE FOR ON -SIM SMERS HM WELL0. FS S[T
FORTH 6Y [ME M:MlClPHLITY O|HNCH0KHGE
2, l HILL luSTHLL THF SYSTEM IN HCCnRDHNCE WITH TUE u@)V:
]: I UNDERSTHN0 THAT /HE O@ -SITE S[WER SYSTEM MAY RIP.QoIRE IF THE
RKSIDENCE lS REM0DB-ED TO lNCLUD[ MORF THHN 1 BEPROOMS.
i i a
December 31, 1979
r ,_ r f
4ASKA 99501
Underground Ltd.
Post Office Box 4-1953
Anchorage, Alaska 99509
Permit 4 790159
Subject: Lot 5 Block 3 Valhalla Subdivision
A permit issued by this department for well and/or sewer
system has expired.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal ordinance.
if you have drilled the well, a well log should be sent
to this department to document the installation date.
If an engineer has inspected the installation of the
on-site sewer system, please have them send us the as-bu.ilts
for our files.
If there are any further questions, please contact this
office at 264-•4720.
Sincerely,
'In ro �
Les N. Buchholz, R.S.
Senior Environmental SpecialIs—t
LNB/ljw
enc: Copy of Permit
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
�7ev� ✓o��zsmnl -ivy- /of 6
NAME OF APPLICANT MAILING ADDRESS �7 ?/ PHONE
INSTALLATION LOCATION Z-/� L'd����-S'S �� "'� aLI/�"I' X& �f.'C
LEGAL DESCRIPTION )-07- UG/G `3 C�L-14,9-L- L-'/
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT -,DRAIN FIELD-. OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH n _ TO BE INSTALLED BY �cll '012L
W /
SOIL TEST RESULTS 'yUU 172 In R/3 7 NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE _a Doe!�!- 06&�0
TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
DRAIN FIELD
s9 /
SEPTIC TANK , SEEPAGE PIT 6 O DRAIN FIELD
TO NEAREST LOT LINE.
/ / ,// /M
WELL TO SEPTIC TANK4 �X/fes"",�GEEPAGE PIT ly
DRAIN FIELD ALSO CONSIDER AREA WELLS
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
SEPTIC TANK. /6r-() , SEEPAGE PIT
TO RIVER, LAKE, STREAM.
SEEPAGE PIT
�V , DRAIN FIELD tl
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL,
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
1 CERTIFY THAT I 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 ,�� /l _�G� APPLICANT'S SIGNATURE
n&m CONSULTANTS, INC. sozn CO ROOVA • BOX 6007 E ANCHORAGE, ALASKA 99502 • PH. 907'279TL%. 090-25360
Nr,!!�eE Rs
GEOLO G�(5TS
PLANNERS
SURVEYORS
April 30, 1979 R&M No. 951119
Underground Ventures Ltd.
P.O. Box 4-1953
Anchorage, Alaska
Attention: Thomas Worden
Subject: Soil Investigation for Sanitary Sewer System; Don Dahl Property,
Lot 5, Block 3, Valhalla Subdivision, Anchorage, Alaska
Dear Mr. Worden:
At your request of April 23, 1979, we conducted a subsurface soils investi-
gation at the proposed location of the sanitary sewer system on the subject
lot. The investigation complied with those procedures required by the
Municipality of Anchorage Department of Health and Environmental Protection.
This investigation, which was accomplished on April 27, 1979, consisted of a
test pit excavated to a depth of 19 feet below the existing ground surface.
The test pit was sited according to your instructions and its location is
shown in attached Drawing A-01. Excavation was accomplished with a Drott 40
backhoe. All material excavated was continuously monitored by an experienced
engineering geologist.
The topography at the excavation site is generally gently -sloping to the
west. At the time of the investigation the site had original vegetation
consisting of 8 inch diameter birch and spruce and alder thickets. The top
of the test pit was located at original ground surface.
The soils encountered in the excavation are shown in the test pit log in
Drawing A-01. This log displays specific conditions encountered at the test
location. However, subsurface conditions may vary in other parts of the lot
without any apparent surficial evidence of the change. Groundwater was not
encountered and bedrock was not encountered. At the time the pit was
excavated seasonal frost was not present and permafrost was not encountered.
A percolation test was performed in a 2 -foot hole at the depth of 6 feet in
an adjoining test pit. The data in Table 1 show average infiltration from
the depths indicated to the bottom of the hole. The measured percolation
rate was 15 minutes per inch.
!AIIIAHMi //,LU[Z 1111_1_1
We appreciated this opportunity to be of service to you. Please contact us
if you have any questions concerning this letter or if we can be of addi-
tional service.
Very truly yours,
R&M CONS�ULT(A�NT�S, INC.
I /
Ernest R. Rahaim Gary ith
Staff Geologist Sen' r Geologist
ERR:GS/rm/AT&SI-C
BORING
NUMBER TP -4 Date Completed: 4-30-79
ORGANIC MATERIAL
Litfle Visible Ice 0-10 VX
,p.
N
a
SOIL DESCRIPTION
G
JQ
n�Q
qBo
(U Ss, 72, 571%,85.9 pcf
�-ORY DENS/TY
`—WATER CONTENT
w
oa
o�
`BLOWS/FOOT
N
ORGANIC MATERIAL — ,5,
;q
SILT W/SOME GRAVEL, TRACE
`
SAND, GM
k'
scatt&- cobbles_ — 2'
GRAVELLY SAND W/SOME SILT, GM
scattered cobbles and boulders
5
Q ;
:O. •0
O.
v9'
°e•
GRAVELLY SAND W/SOME SILT, GM
to
0.
occasional cobbles
•, e
'e
ee
o: o
13.5'
o•°•
SILTY SAND W/SOME GRAVEL, SM
15.
.0 •
19'T.D.
20
LOCATION SKETCH No Scale
Lot 5
10'
b Test Pit 4
ro 10'
Lot 4
0
N
NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE
NOT BEEN MEASURED BY SURVEYING METHODS.
EXPLANATION
SUN ROZ N GROUND
`FROZEN GROUND W.D.-WH/LE DR/LL/NG
TYPICAL SOILS LOG I A.B-AFTER BORING
Ss 14 "SPLIT SPOON WITH 140 LB. HAMMER
S, I.4 SPLIT SPOON WITH 340 IS. HAMMER
Sh 25" SPLIT SPOON WITH 340 LB. HAMMER
S, 2.5" SPLIT SPOON, PUSHED
A AUGER SAMPLE
Ts SHELBY TUBE
T.
MODIFIED SHELBY TUBE
Bs BULK SAMPLE
_ SAMPLER TYPE SYMBOLS
P,71
ORGANIC o°oo° GRAVEL
MATERIA[
CLAY COBBLES B
BOULDERS
SILT ® BEDROCK
SAND ICE MASSIVE
SOIL SYMBOLS
DWN. E � � _ O p Lot 5, Block 3 FB.
cKD_ R&M C171VSULTAIVTS, INC. Valhalla Subdivision GRID_ 2736
DATE. 4-30-79 `�"P9°o�oo�s nLPNNEPe Anchorage, Alaska PROJ.No 951119
scale. SOILS LOG Dwc,,yn A-Ol
l
g4q
ORGANIC MATERIAL
Litfle Visible Ice 0-10 VX
,p.
A B `/CE DESCR/PT/ON
['SAMPLE NUMBER
n�Q
qBo
(U Ss, 72, 571%,85.9 pcf
�-ORY DENS/TY
`—WATER CONTENT
'
t
5 k
0
`BLOWS/FOOT
SAMPLER TYPE
;q
WD WATER TABLE
`
Z APPROK STRATA CHANGE
k'
BEDROCK
DWN. E � � _ O p Lot 5, Block 3 FB.
cKD_ R&M C171VSULTAIVTS, INC. Valhalla Subdivision GRID_ 2736
DATE. 4-30-79 `�"P9°o�oo�s nLPNNEPe Anchorage, Alaska PROJ.No 951119
scale. SOILS LOG Dwc,,yn A-Ol
l
PERCOLATION TEST
Table 1
R&M NO. 951119
Time Elapsed Time
-Inches
Drop in inches
10:04 0
0
1
1.5
1.5
3
2
.50
5
2.5
.50
10
3
.50
20
3.75
.75
30
4.25
.50
40
5
.75
50
5.5
.50
60
6.25
.75
2 inches
15 minutes per
inch
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC241476
Parcel ID 015-212-47 Expiration Date:
Legal description VALHALLA BLK 3 LTS 5 AND 6
Site address 12221 Shiloh RD
Current property owner(s) ROOD ROBERT C & MICHELE W
X The On-site system(s) is/are approved for 3 bedrooms
By:
10/29/2025
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
Original Certificate Date
12/5/2024
This ertificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
stem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
Development Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
Phone: 907-343-7904
Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 015-212-47
Complete legal description VAHALLA; BLOCK 3, LOTS 5 & 6
Location (site address) 12201 SHILOH ROAD, ANCHORAGE, AK
Current property owner(s) ROBERT ROOD
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
Day phone 907-632-2148
3. TYPE OF WATER SUPPLY: 0 Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 12 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ �� Waiver Fee $ z Z S
Date of Payment
COSA # ®'SC z'y %
Date of Payment /_?_//�T,/-2-'�
Waiver # (95 V
COSA Application—June 2022
Ll
E. SEPARATION DISTANCES
17,1,4 1W
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100'
*85 Community Sewer Manhole/Cleanout
> 100'
❑Yes
if No
Yes
if No
Neighboring Tank > 100' ❑■ Yes
if No ft Private Sewer/Septic Line > 25'
[E Yes
if No
Absorption Field on Lot > 100' ❑ Yes
�S
if o ft Holding Tank > 100'❑Yes
if No
Neighboring Absorption Fields > 100'
Animal Containment > 50'■❑
Yes
if No
❑i Yes
if No ft
Manure/Animal Excreta Storage
> 100'
Community Sewer Main > 75' R Yes
if No ft
Q Yes
if No
❑ N/A — Served by Community Well (not on lot) or Public Water
ft
ft
ft
ft
ft
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑■ Yes if No ft Surface Water > 100'❑ Yes if No ft
Tank to Property Line > 5' Yes if i2( �' Wells on Adjacent Lots:
Field to Property Line > 10' E] Yes Ao 1 ft 24' Private Wells > 100' Q Yes if No ft
Water Main > 10' FE -1 Yes if No ft Community Wells > 200'■❑ Yes if No ft
Water Service Line > 10' Yes if No ft If tank or field is under driveway comment
0/--VIS1-- 121V
COMMENTSF. ENGINEER'S
*WAIVER GRANTED R! OA APPROVAL OF 2012 INSPECTION REPORT.
CIA
CERTIFICATION & 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, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Firm Garness Engineering Group, LTD. (GEG) Phone
Engineer's Printed Name Jeffrey A. Garness Date _
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in
accordance with the guidelines and regulations established by the Municipality of Anchorage and industry
practices. The reported results describe the condition of the system/s on the date/s of the evaluation.
Separation distances were measured to readily identifiable features. Hidden defects or encroachments may
exist that were not identified during the evaluation. The operational life of all wells and septic systems depend
upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate
during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing
the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not
guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding
the future performance of the well or septic system. GEG makes no representation whether an alternative well
or septic system can be installed on the property in the event either of the current systems fail to perform
adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG
to perform the evaluation. Reliance upon the information provided in this report by any other person or party
(including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever.
COSA Checklist June 2022
907-337-6179
OF.
offT 9
Q........... ......... ........
Qn y Gar ess_=
CE -7951 T
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LICENSE Profession o
#AECC884 44��00�00
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COSA Checklist
Legal Description: VAHALLA; BLOCK 3, LOTS 5 & 6
Parcel ID: 015-212-47
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1
A. WELL DATA
X Well log is filed with Onsite (or attached)
Date drilled 1969? Total depth *63'+ ft
Cased to LINK ft
❑■ Sanitary seal is functioning correctly
°Wires are properly protected
Casing height (above ground) 18 in.
Date of flow test for COSA 11/4/2024
Static water level at beginning of test 40.7 ft.
Comments *PER SPURKLAND 1995 HAA
B. TANK DATA
Measured operating fluid level in septic tank '49.25"
c Date of pumping 3
1, ❑ Required maintenance completed, if AWWTS
Comments: *IN ST1. 49.75 IN ST2
!' D. ABSORPTION FIELD DATA
Q
Which system tested (date installed) 10/23/1981
❑■ ALL standpipes present per record drawing
T tal measured depth from grade 8.7 ft (max)
-- Measured depth to pipe invert from grade 3.5 ft (min)
a ❑ N/A — pressurized field.
N
❑ Per record drawings, field is insulated.
❑ Monitor tubes go to bottom of effective.
If not, state depth into effective *64
❑� Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced 1614 gallons 11/4/24 date
Any rejuvenation treatment (past 12 months) N/A
If yes, enter date
Well production at time of test 3.3 gpm
Water storage tank volume 0 gallons
Well disinfected for coliform test? ❑ Yes ■❑ No
E Coliform bacteria is Negative
Nitrate 2.02 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑■ Arsenic less than MRL (ND)
Collected by GEG, LTD.
Date 10/29/2024
STATION
❑ Require
Age of lift station
Lift station nk-er
com
Adequacy test date 11/5/2024
Results Q Pass
Fluid depth prior to test *49.25 in
Water added 896 gal
New fluid depth *65.75 in
Elapsed time 1105 min
Final fluid depth *49.75 in
Absorption rate 450+ gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) **118 in
Effective depth used ..103.75 in
Effective depth remaining "14.25 in
Comments/Deficiencies: *LIQUID LEVEL (L.L.) WAS 14.75 INCHES BELOW INVERT IN SUMP AT START OF TEST.
LAST 411 -GALLONS WIT
CHANGE IN L.L. IN SUMP (L.L. —2" ABOVE INVERT). "BASED UPON GEG ELEVATIONS
nr�'1
COSA Checklist -June 2022 --��"� t y S �J��► L 'trc,z OaE- ar A -T- 14s-.— eNp
L Z/tf/4
Municipality of Anchorage
u,.�L�
P.O. Box 196650 • 4700 Elmore Road
Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.or-q/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV241063 COSA#-. OSC241476 Permit#:
PID#: 015-212-47
Legal Description: Valhalla Block 3 Lots 586
Engineer: Garness Engineering Group
Your request for a waiver of the required 10 feet horizontal separation from the absorption field to
the west property line has been approved. The approved separation distance is 5.0 feet. Your
request for a waiver of the required 10 feet horizontal separation from the absorption field to the
north property line has been approved. The approved distance is 1.0 foot. The ADEC waiver that
was granted November 6, 1984 is amended with this MOA waiver for a horizontal separation of
85 feet from the absorption field to the well.
The ADEC waiver dated November 6, 1984 granted a horizontal separation of 75 feet from the
septic tank to the well. A new tank was installed in 2011 at a separation distance of 85 feet, so the
ADEC waiver is still in effect and covers the current tank to well separation.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
Waiver is Granted: X Waiver is not Granted.-
Date:
ranted.Date: I 20 2 y Approved by:
Name of Reviewer
**** VARIAN C E/WAIVER REVIEW ****
GARNESS ENGINEERING Ltd
v ENGINEERING = SALES CONSULTING =>..:,, vz,: GROUP,.
:.;
December 4, 2024
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Attn: Ben Cogger
M)14JZq
1 09 2
Ref: Valhalla Subdivision, B3, Lots 5 & 6 - Waiver Requests: Drainfield to lot line and
drainfield to well.
Mr. Cogger:
The drainfield on the subject lot was installed in 1981. The MOA approved 2012
inspection report (for the septic tank upgrade) notes the separation distance between the
drainfield and the lot line as 1 foot; however, it is the current position of the MOA that
approval of the inspection report (for a tank installation) does not constitute an MOA lot
line waiver. The MOA approved 1981 inspection report for the drainfield notes the
separation distance between the well and the drainfield as 93 feet. There is a waiver
letter from ADEC in the MOA records for B1, L6 that allows for the drainfield to be 93 feet
from the well. Based upon the 1995 COSA for B3, Lot 6 it is understood that the MOA
believes the subject waiver to be for B3, L6.
In order to request the needed lot line waiver, GEG asked the owner to have a cleanout
installed at the east end of the trench. After installing the cleanout and having the location
of the drainpipe professionally located, we determined that the well is approximately 85
feet from the drainfield and that the drainfield is approximately 1 -foot from the north lot
line and 5 feet from the west property line. Attached is a site plan showing the
encroachments. It was reported (see A+ Home Services invoice) that when installing the
monitoring tube at the east end of the trench, it could only be driven to a depth of about
5 feet below the invert of the drainpipe.
At this time, we are asking that a 1 -foot line waiver (to drainfield) be issued to the north
lot line and a 5 -foot waiver to the west lot line. We are also requesting that the existing
well-to-drainfield waiver be amended to 85 feet. Justifications for the waivers are
summarized as follows:
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Page 2 of 2
• The drainfield, well, and residence on the lot to the north (Shenandoah Hills, 1-3)
are all more than 100 feet away from the septic system on Valhalla Subdivision,
B3, L6. In short, there is no concern associated with the encroachment of the
drainfield to the lot line.
• The west lot line is a road right-of-way, so there are no septic system
encroachments of concern.
• Recent water sample results for the well on Valhalla Subdivision, B3, L6 tested
Negative for bacteria and 2.02 mg/L for Nitrate/Nitrite. The Nitrate level in 1995
was 0.53 mg/L In short, the Nitrate level has only moderately increased (by 1.49
mg/L) over the last 30 years.
• The drainfield to well encroachment has existed for over 44 years without any
significant adverse impact on the water quality in the subject well.
• Based upon the MOA GIS mapping and Google Earth "Street View", the
topography runs downhill from east to west.
• There is no well log on file. This is moot because we are not evaluating the
hypothetical risk of a proposed encroachment. Instead, we are observing the
water quality data associated with an encroachment that has existed for 44 years.
Based upon the facts presented above, there appears to be minimal risk associated with
granting the requested waivers.
If you have any questions, please contact me.
Sipeekely
Jeffre Garr'nss, P.E., M.S.
Presi f e t
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com
I
I
ENGINEERING r�SALES -CONSULTING
i
3701 E. TUDOR ROAD, SURE 101 -ANCHORAGE, ALASKA- PHONE (907) 3375179. WEBSITE: www.Gamessongineering.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
ROBERT ROOD
SUMP O
1 OF 1
PROJECT/LEGAL DESCRIPTION:
DRAWN BY:
VALHALLA; BLOCK 3, LOTS 5 & 6
J.L.M.
TYPE OF WORK:
DATE:
/
I
12/3/2024
EXISTING
SEPTIC /
i
TANK
/
I
I
/
/
1
1 /
�
a
,I
nn7
I)
�I
I
� n•
1
a
I
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1
a�.
EXISTING DRAINFIELD. LOCATION OF SEWER
LINE IS BASED UPON PROFESSIONAL LOCATES
BY ARCTIC EFFLUENT AND ARE SHOWN PER
1 FOOT LOT LINE GEG SHOTS TAKEN WITH LEICA DISTO S910
WAIVER REQUESTED — — LASER DISTANCE METER OF THESE LOCATES.
---------r----- ----------- ------
\
\ '
MT2 I
$ I
1
1
¢p3Q SHED \ ,
FCO 2 Jou 2 ( O
Q C
m Qo,i r LOT 6
5 I c/)
EXISTING
3 -BEDROOM rW q ��v m
HOUSE�� --I30��p� I z
00
Q
- ca 1
Ste I
�I -I—
o O
1
I I
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T 1
y i
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m
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SCALE:
' 1"=30'
— — — I — — — —
I
♦OF
•�G' /j C r �v a
/f �` .jU� O•••I
�� F •'••p•V............•••
LICEN�� 1A1 ESSOO'♦♦•
NAECC884 '�",+
ENGINEERING r�SALES -CONSULTING
3701 E. TUDOR ROAD, SURE 101 -ANCHORAGE, ALASKA- PHONE (907) 3375179. WEBSITE: www.Gamessongineering.com
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER:
ROBERT ROOD
907-632-2148
1 OF 1
PROJECT/LEGAL DESCRIPTION:
DRAWN BY:
VALHALLA; BLOCK 3, LOTS 5 & 6
J.L.M.
TYPE OF WORK:
DATE:
DRAWING FOR WAIVER REQUEST
12/3/2024
•�G' /j C r �v a
/f �` .jU� O•••I
�� F •'••p•V............•••
LICEN�� 1A1 ESSOO'♦♦•
NAECC884 '�",+
Sonja Blewett
From:
Rc Rood <rc.rood@yahoo.com>
Sent:
Monday, December 2, 2024 4:19 PM
To:
Nevie Batucan; Sonja Blewett
Cc:
eric@uzzilandassociates.com; uzzil@uzzilandassociates.com; MI Rood
Subject:
Re: COSA: 12201 Shiloh Rd
Sonja
Here are the completion notes from the A+ crew. They indicated there was 5' more of drain line to the east. The west is
definitely at the end on that side. Maybe the overall length was wrong by a few feet in the original drawing? Since the
pipe would run in a straight line, it would seem to be be impossible to be off the property. The drain field and well are the
two things we've never had issues with for the 30 years we've owned the house.
Thank you
Anchcra-e, AK 995E3
(907)345-1390
info@aplusak•corn
BILL TO
Rob -art 1£ :Michele Rood
P.O. Box 112742
AK 9.3511-2742
1;90.7:1 n2-214.3
JOB# DATE POIREF*
1055945259 11/25/2024
j PRE -WORK SIGNATURE
SERVICE LOCATION
Rotart& Michele Rood
12201 Shiloh Road
Anchorage AK 9951 E
(Q_C7o E32-2143
DESCRIPTION
Repair cleanout at east end of drain field as needed. per
Ga rness.
Completion Notes: 12 feet to the top of the pipe drain field is
only 4 foot effective on the Stack end `_here's 5 Feet of pipe
beyond the clean out put in a s•raeep
�I
11121!2024 1208 pan
POST -WORK SIGNATURE
Signed By: Robert & Michele Rood Signed By:
CUSTOMER MESSAGE Invoice Total: 52,134.00
We nc,: accept payment online for pumping jobs at Deposits (-): $0.00
On Monday, December 2, 2024 at 02:49:29 PM AKST, Rc Rood <rc.rood@yahoo.com> wrote:
Hello
Spoke with Derrick at Arctic Effluent. We're going to try and get this completed tomorrow, wed at the latest.
Thank you
On Monday, December 2, 2024 at 01:46:21 PM AKST, Sonja Blewett <sonja@garnessengineering.com> wrote:
1
Bill To:
Robert Rood
12201 Shiloh rd.
Anchorage, 99516
ANCHORAGE WELL & PUMP SERVICE, INC.
7640 KING STREET
ANCHORAGE, AK 99518
PH. 907-243-0740
Invoice
Ship To:
Robert Rood
12201 Shiloh rd.
Anchorage, 99516
20242470
SALESPERSON
YOUR NO.
SHIP VIA
COL
PPD
SHIP DATE
TERMS
DATE
PG.
RIDGWAY, TYLER S
39626
Net 30
11/13/2024
1
TY.
ITEM NO.
DESCRIPTION
PRICE
DISC %
EXTENDED
TX.
PRICE
1
Service Call
SITE VISIT TO REVIEW WELL HEAD
DEFICIENCIES
1
FIELD SERVICES
11/07/24 -Check system. Locate well head,
$258.00
100%
cut back casing insulation and open well
head. Conduit at well head is disconnected
and needs to be re -attached. Close up well
head. AWPS will prepare a quote for repair.
0.25
ST5-Tyler
Service Tech
0.25
ST19-Dennis
Service Tech Helper
Scope of Work:
REPAIR DEFICIENCIES AT WELL HEAD.
INSTALL APPROVED WELL SEAL CAP.
PUT WIRING INTO CARLON CONDUIT.
1
FIELD SERVICES
11/11/24 - Check system. Disconnect and
$387.00
$387.00
remove old well seal. Extend wires from
house with splice kit, install conduit and new
well seal. System ok.
0.5
ST5-Tyler
Service Tech
0.5
ST19-Dennis
Service Tech Helper
1
WLC-ALM-952809/WTCC-
6" ALUMINUM WELL CAP
$78.00
$78.00
2
FIT-ELC-CRL-PIP-1
PIPE -1" CARLON CONDUIT SCHEDULE 40
$3.00
$6.00
1
FIT-ELC-CRL-MAD-1
MALE ADAPTER -1" CARLON ELECTRICAL
$2.00
$2.00
SALE AMT.
$473.00
We appreciate your business. Thank you!
FREIGHT
$0.00
SALES TAX
$0.00
TOTAL AMT.
$473.00
PAID TODAY
$0.00
BALANCE DUE
$473.00
LOT 3
I
'
S 89059'19" E 160.00'
ALUMINUM
m
MONUMENT
30'
-
x�x x x xxx
SEPTIC
f:)
X FENCE
��
I
STANDPIPES
SHED
I
°
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z
I
x
I
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00
SHED
p
x
❑
I
o
0
_
o
p
W
Ic
W
I p
26.6'
°
O
O
LOT 6
I M
m
I
LOT 7
m
2 -STORY
16,004 s ft.
q
m
I
o
(D
FRAME ;
m a
I z
0
w
HOUSE
ro
Ii
CONCRETE .
I
UTILITY
p
`DRIVEWAY,
x °
PEDESTAL
O
23.9" "
26.6'
WELL
I;-
��i
x
_
UTILITY
o
':";
N 89°59'00" W 160.00'
POLES
�X—X—X
a
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�
X—X
I x
I
IIx
Z
°
rn
of
Imp
O
C8)
or
I W
� m
W
po
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I
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LOT 5
m
16,000 sq. ft.
I �
m °
LOT 8
m
I
CD
C:)
g
0
O
I I
O
o
O
I
I
Ix
x °
I
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30'
xx
x
I o
x
°
REBARN
89059'00" W 160.00'
i °
FmF
r m
<T- o
Em
I
m
m
0 15' 30'
NOTE
DRIVEWAY LOCATION IS
APPROXIMATE DUE TO
SNOW AND ICE COVER.
EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON
THE RECORDED SUBDIVISION PLAT (P-644) ARE NOT
SHOWN HEREON.
THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY
SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT
SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE.
UNDER NO CIRCUMSTANCES SHOULD ANY OF THE DATA
HEREON BE USED FOR CONSTRUCTION OF FENCES,
IMPROVEMENTS, OR FOR ESTABLISHING PROPERTY
BOUNDARIES.
THIS SURVEY REPRESENTS A MORTGAGE LOCATION
SURVEY PREPARED IN ACCORDANCE WITH THE ASPLS
MORTGAGE LOCATION SURVEY STANDARDS.
LOT 4
THIS MORTGAGE LOCATION SURVEY SHOULD ONLY BE USED FOR A SINGLE PROPERTY
TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS, FOR
ADDITIONAL USES ATA LATER DATE WITHOUT EXPRESS CONSENT OF THE SURVEYOR ISA
VIOLATION OF FEDERAL COPYRIGHT LAW. UNLESS GROSS NEGLIGENCE IS DISCOVERED,
THE LIABILITY EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES
COLLECTED FOR SERVICES IN PREPARATION OF THIS PRODUCT.
JOB # 24260B I NO CORNERS SET THIS DATE I SCALE 1" = 30'
AS -BUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
LOT 5 & LOT 6, BLOCK 3, VALHALLA SUBDIVISION
ANCHORAGE RECORDING DISTRICT, ALASKAAND THAT
THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE
WITHIN THE PROPERTY LINES AND NO VISIBLE
ENCROACHMENTS EXIST EXCEPTAS INDICATED.
DATED THIS 26th DAY OF NOVEMBER, 2024, AT
ANCHORAGE, ALASKA.
FIXED HEIGHT, LLC C.O.A.122554
Land Surveying Services WWWTIXEDHEIGHT.COM
600 W 41 st. Ave, Ste. C, Anchorage, AK 99503 907.290.8949
1,, GENERAL INFORMATION
.'.: :',;%~':' Comp ete egal description
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage~ Alaska '99519-6650
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWEEL~ING
NAA#
· ~?~:~,~'~:-~-¢:';3? Location (site address or directions) "1 ~P-~ I:";" ~, [. O ~ ..... :'~"~
.~¢~'~r,~.,',';'L¢~[~,~_:~:.:property owne[ ~ ~ ~ ~ ' 5 ' r ' ....... Day.phone bo~
~;~,'~,:,:'¢:':':':. [~nding agonc~. .... ~:~'::~ ~F e
Mailing address ' ' ~ _~.~.~, %~0~¢
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:-- ~/'
TYPE OF WATER SUPPLY:
Individual well
Community well
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest
lng 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 MOAt¢21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date'shownrbelow, 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 al! Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of' Firm' "1 ~ ~Jo -e~.l ~,~J w ~.A_~ ~ '~, '~_.' "' 't;)h"o:ne _~-"~- ~ ~__ _~
Address ~o :3, ~ /,.~,/~ Y=/,¢~:)'5 /~-~ ,' /~/C.' ~ ~,~ [''
Engineer's signature ':" ' Date" ~. ~' ~-' ~
;
':~'"~" "' 6." DHHS SIGNATURE
Approved 'for
Disappro¥od.
Conditional approval for
:' ' .~t': ~. ': CE-2225':"
,
bedrooms.
bedrooms, with the following stipulations:
.Additional Comments
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 homss
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work. ~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825"L" Street, Room 502 · Anchorage, Alaska 99501· (907) 343-4744
Health Authority Approval Checklist
A. WELL DATA
Well type
Log preseat (Y/N)
Total depth
Sanitary seal (Y/N)
Date of test
Static water level
Well prodaction
WATER SAMPLE RESULTS:
Coliform
Date of sample:
If A, B, or C, attach ADEC letter. ADEC water system lmlnber
c 9
Date completed / /'~
Cased to 5 d., ,~> Casing height (above grmmd)
FROM WELL LOG AT INSPECTION
Nitrate ~, ~'~ Other bacteria
Oollccted by: "~ ~
B. SEPTIC/HOLDING TANK DATA
Date iostalled I ~t~o q Tank size
Foundation clcanout (Y/N) ~"1
Date of Pumping
C. ABSOR~ION F~LD DATA
/ b, ~, ~/
Date installed
Length ~ / Width
Total depth
[OC'~z)'P NumberofComparmmots I Cleanouts(Y/N) )/
Depressiou (Y/N) b4 High water alarm (Yin)
Pumper ~/I.
Soil rating (g.p.d./ft2 or fi:~drm) ,~ ~)5 System t~e
l(
.~/ Gravel thickness below pipe
Monitoring Tube present(Y/N) x/ Depressioa over field (Y/N) IN/ ~'1~- ~ /
Effective absorptio,, area /~, 7/
Date o~ adequacy test / ~]/~7;z5 Results (Pass/Fail) ~ For Z/ bedrooms
~to~'r~ ~ ?;3 ",/~-~, m'~-~ h,~,.t ~>~.?(4.d, ~_p. h ~,~¢ ~, 7,~&~,~ ,7 ~: .' '~ (/ t/
Fired depth m absoet o ~ field ~efore test (,,); ¢~5 I nmed ate y after lO.ga . water added (ia.): 7 ¢
Fh,iddepth 7,2 (i,,s.) Minntes later: ¢ .~/ Absoetiou rote = ~ b~ g.p.d.
Peroxide trcatmeot (past 12 months) (Y~) ~ If yes, give date
D. Lll[rl' STATION ~/'4~
Date iostallcd
Maaholc/Acccss (Y/N)
High water alarm level at*
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT, TO:
Scptic/holdiog taok oil lot '7~ / ~l ~,'d ~~ 'J~ 9~:~n~' adjacent lots
Absorption field ol/lot
Public sewer mare
Sewer/septic sep,,ice lille
Size m gallons
"Pomp on" level at*
*Dattlm
"Pump ofF' level at*
7 /:zo
Receipt Number
Rex,. 8/95 eSS: haa.wk.doc
I certify that I have determined thru field inspections and review of3. funicipal records that the above a:vstems are
in conJbrmance with MOA HAA guidelines in ~]~ct on this date.
sName ' I . () f~,hJ.r~.~,~
Engineer J ro I,~j~ e ~'1 45JbtJ /~
[
HAA Fee $ ')k/~/ Waiver Fee $
Date of Payment {
Building foundation Lt z/ Wator mailqservice lioc '~ co. !])
Surface water V-l. / O Driveway, parkiog/vehicle storage area
Curtain drain 1'4 I O Wells on adjacent lets ]l '~/ Property'
ENGINEER'S CERTIFICATION
i,gi!i r,,,g Seal Here
Date of Payment
Receipt Number
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 1 '7 Property linc ~ () Absorption field
Water raain/service line ? ,~ ~ Surface water/draioagc }x.} I D Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Public sewer manhole/cleanoul
Lift station
PERFORMED FOR:
LEGAL DESCRIPTION:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
7
8
9
10
11
12
13
14-
15-
16-
17-
18-
19-
2O
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES. ATWHAT
DEPTH?
Depth lo Waler After
~loniLorlng? ~7~ Oate: /~/'
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/tach) PERC HOLE DIAMETER
COMMENTS '/
PERFORMED BY: ~-~,
TES:T RUN BETWEEN FT AND FT
CERTIFY TH.AT THiS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THtS DATE. DATE:
72-008 (Rev. 4/85)
~ "' MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRON~ENTAL HF~%LTH
I)EPAR~Et~T 0F UF~.TI1 ~D g~I~RO~ENTAL ~OTECTION
~PLIGAT~ON FOR I~ALTtl AUTHORITY ~PROV~ CERT~ICATE
1. ~j!or~ I~9_~r~a~io~ Applicaeion Date ~ ~'~' ~
(a) L~gal D~criptiom (include. lot, block, subdivision, section~ to~ship, ra~e)
.... ~_L~_~~___2ffi~zz.-~-~ ~-~ ...............
(~)
(c)
(d)
Location (address or directions)
Landing Institution ............... ~l~phone --
Address
(e) Real Estate Co. & Agent
Address
Telephone
(f) Mail the HAA to tile follo~.6_ng address:
~ of Residence
Single~Family~~'
Number o~ Bedrooms
Multi-Family
Other ~( d~e~s_c_~ ibe ) .......
Water Su~ji
Note: If community well sysgem~ must have ,rritten confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
Note: If community well system, must hav~ written co~zfirmation from the State
Department of Enviro~mental Conservation attesting to the legality and status.
[Page 1 of 2]
/
5- E__n~J. neerln~ Firm Providin~ Iusloec~iqp_S~_ ?~ee~ Search, Data and Informatio~
As certified by my seal affixed hereto and as of ~he validation date shown below, i
verify that my investigation of this Health Authority Approval shows ~ha~ the on-sj~¢~
water supply and/or ~astewager 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 ¥~nicipality of Anchorage files and from my
investigation and lnspection~ the'on-site ~rater supply and/or wastewater disposal
system is in compliance ~.zith all Municipal and State codes, ordinances, and regula-
tions in effect on the date of thio inepactiono
Date
(ENGINEER SEAL)
~_H~_~_~p~p~va1
Approved for~.zl~' bedrooms
Approved .~_~_~_._ Disapproved
Conditional
Terms of Conditional Approval
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARl%~ENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES HE~TH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT=
ATIONS GIVEN IN PA_RAGI~H 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGLNEER REGISTERED
IN TSIE STATE OF ALASIQ%. %~HE DHEP DOES T/tIS AS A COURTESY TO PURCHASERS OF ltOMES
THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE~
MENTSo EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A
CERTIFICA%~E IS ISSUED° TIlE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS I~N %~tE PROFESSIONAL ENGINEER'S WORK°
(DHEP SEAL)
RR4/eJ/D18
[Page 2 of 2]
7-19-84
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Legal Description:
Well Classification
Well Log P~esent (Y~
Total Depth ~/~J.~-~ Cased to
Static Wate~ ~1
Casing ~ight ~ G~nd
Elec~ical Wi~ing in ~nduit
~p~ation Distan~s ~ ~11:
To ~Dtie~olding Ta~
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
~NVIRONMENTAL PROTECTIObJ
MAR 1 8 1985
Date Completed
Pu~p Set At
If A, B, C~ C, D.E.C. Approved(Y/N)
Depth of G=outing ~/~
Sanit~y ~al on Casing
~ession ~ound ~l~ead
3~ ; On Adjoining Lots
To Nearest Edge of Absorption Field on Ldt ~ / (~-; On Adjoining Lots
To Nearest Public Sewe~ Line /J/~/ To Nea~est~ Public Sewer
Cleancut/Manhole ~//~/~ To Nearest Sewer Service Line on Lot
Water Sample Collected By ~/~,,~.~ ; Date,, /~./~/
Wate~ Sample Test P~sults ~.2/~ 7/~
B. SEPTIC/HOLDING TANK DATA
Date Installed /~/~ Size /~.4--/2.579 ~ NO. of Ccmpartments /
Stan~i~s~) Ai~-tight Caps,) Foundation Cleanout (Y~
~ession o~ Ta~ (Y~ ~te ~st P~d
P~ing~intenan~ Con~a~ ~ File (Y~)/~/~ ; fo~
Holding Ta~ High-Water Ala~ (Y~) ~/+ '~ra~y Holdi~ Tank ~t (Y/N)
Sep~ation Distan~s ~ ~Ptic~plding Tank:
To Water-Supply ~11 ~// 'f'~ TO ~ilding Foundation /.~
To ~o~ty Li~ /~ /'~ To Dis~sal Field /~//
To ~ter ~in/~vi~ Li~ ~/'~ M/ To S~e~, ~nd, ~e, ~ ~jo~ ~aina~
~ / ~O/~
Receipt ~
Date Paid:
~oun t:
[Page 1 of 2]
2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date .Installed
width of Field
Square Feet of Absorption A~ea
. Length of Field ._ ~. /
DeDth of Field /2.~ .~ /
Gravel Bed Thickness ~ /
StandpiDes P~esent ~_~N)
Type of System Design
Results of Last Adequacy Test
Separation Distance f~cm Absorption Field:
To ~te~-Supply Well ~',~ ~ ~) To P~operty Line
To Building Foundation ~/~ To Existing or Abandoned System on
Lot ~ 0 / ; On Adjoining Lots .~' ~6
To Wate~ Main/Service Line '~ 3~/~ To Cutbank(if p~esent)
To St~eam/Pond/Lake/c~ Major D=ainage Ccurse H/~ '~
To D~tiveway, Parking A~ea, c~ Vehicle Storage Area ..~'-$~
/ ~/ ' ,; ~ , -~-~
D. LIFT STATION
Date Installed
Size in Gallons
"Pun~ On" Level at
High Water Ala=m Level at
Tested for
Elect=ical
· / Dimensions
,/~.,,/ / ~.~f'll LeveI at.
~/~' Vent (Y~)
~~ing Cycles ~ing Adeq~ ~st.
Meets MOA
** Check Permitted Bedroom Rating Against HAA Request
I certify that I have checked, verified, o~ conformed to all MOA HAA:
on the date of/is inspection.
//
KB1/d5/s
F[Page 2 of 2]
2-15-84
BILL SHEFFIELD, GOVERNOR
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
274-2533
January 7, 1985
Ms. Gwen Turner
Alaska Environmental Control
Services
1200 West 33rd Avenue, Sui%e "B"
Anchorage, Alaska99503
SUBJECT: Waiver Horizontal Separation Between Well and Septic Tank,
Lot 6, Block1, Valhalla Subdivision (8521-WA-058)
Dear Ms. Turner:
We have reviewed the additional information submitted. The septic tank
is considered a sealed tank based on your new information and the waiver
dated November 6, 1984 is valid for the subject property.
Sincerely,
Environmental Engineer
SWE/dd
BILL SHEFFIELD, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
Telephone: (.907)
Address:
ALASKA ENVIRONMENTAL CONSERVATION
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
274-2533
December 14, 1984
Gwen Turner
Alaska Environmental Control
Services, Inc.
1200 West 33rd Avenue
Suite B
Anchorage, Alaska 99503
SUBJECT: Lot 6, Block 1, Valhalla Subdivision - Anchorage
Waiver Compliance
Dear Grin:
The septic tank for subject property is considered sealed if the concrete
tank is one piece construction (i.e. not block construction), with good
structural integrity and the tank entry and exit joints are sealed with
grouting, bituminous sealant or the equivalent.
Sincerely,
Environmental Engineer
SE/dd
DEPT. OF ENVIRONMENTAL CONSERVATION
RILL SHEFFIELD, GOVERNOR
Telephone: (907)
Address:
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
274-2533
November 6, 1984
Alaska Environmental Control
Services, Inc.
1200 West 33rd Avenue, Suite B
Anchorage, Alaska 99503
SUBJECT: Waiver Horizontal Separation between Well and Septic Tank
and Well and Absorption Field, Lot 6, Block 1 Valhalla S/D
Dear Ms. Turner:
The Department has reviewed the subject waiver request and hereby waives
the horizontal separation between the well and septic tank to .~ feet
and the separation between the well and absorption field to§3 feet
on the subject property for a 4 bedroom single familey resIdence only.
This waiver approval is contigent upon the septic
tank with caulder couplings or the equivalent on
joints.
tank being a sealed
tank entry and exit
Sincerely,
District Engineer
BEE/dd
TIME
DATE
INSPECTOR
=L ~ RECEIVED
INSPECTION APPOINTMENTS i~E/,~,,r
DATE ~ DATE
INSPECTOR INSPECTOR
~ DEPT. OF I~/LIH &
MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL
~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL SANITATION DIVISION
Tetephone 264-4720 R E C
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page 1. In~on~pleto requests will not he processed. Please allow ten (10) days for processing.
1. PROPERTY OWNER ------~ ~ PHONE
~SIDENT (l~different from abo~eY PHONE
~BUYER ~ ~ ~ ~~~ PHONE
PHONE
L~ SINGLE [] One ~ Four
FAMILY
~ [] Two [] Five
[] MULTIPLE FAMILY [] Three [] Six
Other
7, WATER SUPPLY
-~' INDIVIDUAL* * ATTACH WELL LOG, A well log is required for all wells drilled
[] COMMUNITY since June 1975. Fei wells drilled prior to that dot0, give well
[] PUBLIC UTI LITY depth (attach log if available.)
S. SEWAGE DISPOSAL SYSTEM
~ INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED,
[] PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE NUMBER OF BEDROOMS
[] SINGLE FAMILY [] ONE [] THREE [] FIVE [] OTHER
[] MULTIPLE FAMILY [] TWO [] FOUR [] SIX
PERMIT NUMSER
2, WATER SUPPLY
[] INDIVIDUAL DEPTH OF WELL
[] COMMUNITY
DATE DRILLED
[] PUBLIC UTILITY
Connection Verified LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER
[] INDIVIDUAL/pN -SITE DATE INSTALLED
[]PUBLIC UTILITY
Connection Verified iNSTALLER
[] Septic Tank or [] Holding Tank
Size: If Tank is homemade SOILS RATING
give dimensions:
TYPE OF TANK MANUFACTURER
TOTAL ABSORPTION AREA MATERIAL
4. DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line
Absorption Area to nearest Lot Line
5, COMMENTS
~EDROOMS
~ONDITIONAL A~P~OVAk (Iotter m~st accomoang certifica~
82b "1 "S I Rt:t- F
ANCHORAGE, Al ASI(A g9501
(g0?) 264 4111
September 14, 1981 1>' ~
' .,_6 .
Pat Sawyer
% 209 West Dimond Boulevard--]
Anchorage, Alaska 99502
Subject: Lot 6 Block 3 Valhalla Subdivision
Approval for the individual sewer and water facilities
cannot be granted until the following items have been
completed:
(i)
The water facilities were not
of the scheduled appointment.
for another appointment.
turned on at the time
Please call this office
(2)
The top of the well casing sealed with a sanitary
seal so that it is water tight.
(3)
Exposed electrical wires to the well head are in
violation of the Municipality of Anchorage codes and
must be encased in conduit.
(4)
Upon inspection it was noted that effluent from the
on-site sewer system was on the ground. Therefore,
an upgrade of the sewer system will be required.
Prior to the upgrade a soils test will need to be
performed in order to obtain a permit for the upgrade.
The distance requirements between the well and sewer
system is 100 feet, the existing well and sewer system
is only 75 feet.
If there are any further questions, please call 'this office
at 264-4720.
Sincerely,
James S. Roberts
Associate Environmental
JSR/ljw
Specialist
HEALTH & ENWRONMENTAL PROTECTION
TELEPHONE 264-4721
NOTICE OF' VIOLATION 2 3 14
Please fake notice that fho undersigned aufhorized reprosen-
tative of th~.Direc4or has reason t~) believe that oe or about
(~"'"" ,k~(~"'. , 19 ~'~/ , at or near the Iollowing:
NAM ' , ,
ADDRESS:
WITHIN THE MUNICIPALITY OF ANCHORAGE DID UNLAWFULLY:
whichisaseparafeviolalionof§ 'J(_J_: ~ ~, ~'~ ?
_ el the Anchorage Code o Orr-
nances each and every day such condition exists.
A COPY OF THIS NOTICE HAS kEEN SERVED UPON:
IN THE FOLLOWING MANNER:
2. by certified mail
3. by posting this notice on or about the location described
herein when such person cannot t)e found after diligent
effort to do so.
If the violation or V~,lat,~s~eferred to herein have not been
corrected by
, 19 ~,~egal p roceed-
ings cnay be initiated as provided by law.
Dated this d a y o f ~;~,~ ~L*-~,
CE