HomeMy WebLinkAboutVALLI VUE ESTATES #2 BLK 6 LT 21Valli* Vue Estates #2
Block 6
Lot 2 1
#015-123-31
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP241260 PID Number: 015-123-31
Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade
Name
PADDEN MICHAEL C &LINDA E
ABSORPTION FIELD
® Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
6851 ROUND TREE CIRCLE, ANCHORAGE
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
1 .2 GPD/SF
*7 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2 Ft.
Gravel depth beneath pipe
6 Ft.
Subdivision Block Lot
VALLI VUE ESTATES #2 6 21
Fill added above original grade
VARIES 2.63 — 2.71 Ft.
Gravel length
42 Ft.
Township Range Section
Gravel width
2 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To! Septic Absorption i Holding Sewer
Station
Total absorption area
Number of trenches
Dist. between trenches
Tank Field ;Lift
From Tank Line
504 Fl?
1
Ft.
Well 200'i 200'+ 25'+
TANK ® Septic ❑ S.T.E.P. E:1 Holding ❑ Other
Manufacturer
FERGERSON
Capacity
1530 Gal.
Surface Water100'+ 100'+
Material
PLASTIC
Number of compartments
2
j
Lot Line 5'+ 10'+ NA
Foundation 10'+ 10'+
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks Septic tank insulated. *Max depth reduced from
10' on permit to 7'. Tank is 5'+ to deck supports.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 d 3034
Installer NORTHERN EXCAVATION
ainfeid
- - - -
Drainfield 3034 CO/MT 3034
Inspector FWC
BENCH MARK (Assumed elevation) 100 ft
Inspdection 1" 10/21/24 2nd 10/22/24
Location and description
3`d 10/22/24 41' 10/23/24
MANHOLE TOP
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
OF Al
Conditional Approval: Datelow
law��P•••• ' • �, f-l�
*. 49 lie
7H • *
...................
%
Curtis Huffman
CE 128991
cstF 10/24/24 . •'�C`,�
ARW
PROFEW
Septic Systeo
Approved"'�F�•
/ Date G
ote: this approval does not include well permit requirem nts.
�
(Rev 05/82/18)
PID:015-123-31 PERMIT:OSP241260
FIRST WATER CONSULTING
VALLI VUE ESTATES #2 B6, L21
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241260
Work Type: Septic Upgrade
Tax Code Number: 01512331000
Site Legal Address: VALLI VUE ESTATES #2 BLK 6 LT 21 G:2539
Site Mailing Address: 6851 ROUND TREE CIR, Anchorage
Owner: PADDEN MICHAEL C & LINDA E
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
9/4/2024
9/4/2025
21484
Q Disposal Field LSI Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
• Prior to construction, locate the edge of the seepage pit to ensure that the field -to -field separation will be
met.
If piles are to be installed, a building permit is required.
-Reeeived-By. �C5sue�� �'rs +e r" Date:
Issued By: Date:
Q2�
0
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-123-31
Property owner(s) MICHAEL & LINDA PADDEN Day phone
Mailinq address 6851 ROUND TREE CIRCLE, ANCHORAGE, AK 99507
Site address 6851 ROUND TREE CIRCLE, ANCHORAGE, AK 99507
Legal description (Sub'd., Block & Lot) VALLI VUE ESTATES #2 B6, L21
Legal description (Township, Range & Section)
Lot Size 21,484 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
rx-1
Initial El
Single Family (SF)
(w/wo ADU)
Septic Tank
Upgrade
Duplex
❑
(D)
Holding Tank
❑
Renewal
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: E9
Date of Payment:
Receipt Number:
Permit No. 0'1)r-'� `r U o
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GAIDevelopment Services\Building Safety\On Site Water and WastewaterTormsUient FormsTermit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
!!
August 14, 2024
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: VALLI VUE ESTATES #2 BLOCK 6, LOT 21
The property owner has requested we obtain a permit to upgrade the failed septic system of the
above referenced lot. We propose to install one deep trench and an Infiltrator IM-1530 septic
tank with side in / out connections to serve the existing 4-bedroom residence. The design is
based on the recent test hole conducted on August 6, 2024. No groundwater was observed at
test hole excavation or monitoring.
The slopes are moderate at 10-15% at the proposed upgrade location. The lot and area are served
by public water. The design will not impact any of the neighboring properties. Please contact us
if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241260, Deb Wockenfuss, 09/04/24
FIRST WATER CONSULTING
VALLI VUE ESTATES #2 B6, L21
DESIGN CALCS:
NO WELLS WITHIN
200' OF PROPOSED
SEPTIC SYSTEM. AREA
SERVED BY PUBLIC
WATER.
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241260, Deb Wockenfuss, 09/04/24
FIRST WATER CONSULTING
DESIGN DETAILS:
VALLI VUE ESTATES #2 B6, L21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241260, Deb Wockenfuss, 09/04/24
3030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL : VALLI VUE ESTATES #2 B6, L21
PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 8/14/24
DEPTH
FEET OG
SOILS
1
ORG / OL
2
3
4
5
6
SP/gw-gm
trace of silt
7
8
9
10
11
12
13
14
15
16
17
BOH
18
19
20
Reading Date Gross
Time
Net
Time
Depth
to
Water
Net Drop
8/6/24 10 min 6” 4 12/16”
“ 6” 4 12/16”
“ 6” 4 11/16”
“ 6” 4 9/16”
“ 6” 4 10/16”
“ 6” 4 9/16”
PERCOLATION RATE 2 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6”
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA
DEPTH TO WATER AT MONITORING: DRY
DATE: 8/14/24
TESTHOLE # 24-1 DATE PERFORMED: 8/6/24
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: MICHAEL & LINDA PADDEN
8/14/2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241260, Deb Wockenfuss, 09/04/24
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
VALLI VUE ESTATES UNIT Not
LOT 21 BLOCK 6 PLAT 77-296
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance shoul4
any information on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines,
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any easements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DATE. SCALE. E -MAC --'-
JULY 23, 2024 1 =30' schullerakOgmail.com
24-078 DRAWN BY.. CHECKED BY: GRID NUMBER: . BOOK PAGE:
JLS SW2539 240254
4111110
" 1%'bq-V !NNN:
AMP4"0�'
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OF $��SU A�
AW .A6 v /I
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........... ... ......
J9HN L. SCHULLER: 0
LS -10408
1831 Talkeetna Street
Anchorage, Alaska 99508
J�J)Cro f AW
essionc low (907) 227-1455 office
(907) 274-4992 fax
GRE/% R ANCHORAGE AREA BORr- GH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME'?'Y'~'[~--% ,~//f-:. ~ }~ Yl MAILING ADDRESS ¢~fll
LOCATION K¢fl'~4J¢¢/¢~' C~L,, ,~ /~O~//~¢~---~r LEGAL DESCRIPTION L~
SEPTIC TANK: /.~L
DISTANCE -- ~ 5~&.~L~,/ NUMBEROF /
FROM WELL __ MANUFACTURER /~ (:2f/- MATERIAL COMPARTMENTS
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH
.LI(~UID CAPACITY,] Z ~2 GALLONS,
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER
LINING MATERIAL ¢¢-~' ~/! ~ ~ CRIB SIZE:
/
BUILDING FOUNDATION__
ADDITIONAL ABSORPTION
OR WIDTH
DIAMETER
NEAREST LOT LINE
f
LENGTH /-~ DEPTH /E¢
DEPTH
DISTANCE FROM: WELL
TOTAL EFFECTIVE ~i,£~,~ ./.<
ABSORPTION AREA (WALL AREA)~:~-/~ SQ. FT.
WELL:
TYPE ~----~ ,/~ ~(~ (-~t~ I' /~CONSTRUCTION
BUILDING NEAREST
FOUNDATION __ LOT LINE
CESSPOOL
OTHER SOURCES
APPROVED
DISAPPROVED
NEAREST
SEWER LINE
DEPTH DISTANCE FROM:
SEPTIC SEEPAGE
TANK SYSTEM
REMARKS
INSTALLED BY:
PIPe MATERIAL: ~//
LOT SLOPE:
REMARKS:
DIAGRAM OF SYSTEM
DATE~'--~- 7(/~
APPROVE~~/ (~7"//-¢'//
~fG~A,B. - -
GREATEr ANCHORAGE ArEA BorouGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.
'EGAL DE'OR'PT'ON
/
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD ., OTHER .
FINANCED THROUGH TO BE INSTALLED BY .
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.
MINIMUM OlSTANC:ES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK ,2
FOUNDATION TO SEEPAGE P]T ., DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL .f ~ /
SEPTIC TANK ~/ SEEPAGE PIT~'~/
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 ]NCH DIAMETER CAST iRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
OR
LICENSED DESIGNER
SEEPAGE AREA SIZE TYPE: "~-J~
OF GREATER AN ORAGE AREA BOROUGH ORDINANCE NO. 28-6B AND THAT THE ABOVE
DESCRIBED SYSTEM IS ~N ACCORDANCE WITH SAID CODE.
R&M ENGINEERING & GEOLOGICAL CONSULTANTS
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503 TELEPHONE 907--279--0483 TELEX 090--35419
Civil EnEineers Geologists Land Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES, P.E., L.S.
JAMES H. WELLMAN, P.E.
May 10, 1974
MAY ! ,! 1974 AM
GREATE~ ANCHORAG{: AREA BOROUGH
[~EPT. O~ =~V~O~A~ eUA~ & M No. 462022
RALPH R. MIGLIACCIO
Engineering Geologist.
Mr. Tracy McGinn
8411 Owen Circle
Anchorage, Alaska
99502
Re: Test Hole and Soil Log Report for Sanitary System, Lot 21, Block 6,
Valli-View Estates Subdivision
Dear Mr. McGinn:
We are submitting hereWith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of May 7,
1974, and those procedures outlined in a letter dated September 13,
1971 by Mr. Roll Strickland of the Greater Anchorage Area Boroug~
Department of Environmental Quality.
A single test hole was put down within the Lot 21 area for the purpose
of defining general subsurface soil conditions for the proposed sani-
tary system. Excavation was accomplished with a tractor-mounted back-
hoe and the test was extended to a total depth of 14.0 feet below ground
surface. The final log prepared for the test hole has been included in
Drawing A-O1.
Ground water'was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do mot
hesitate to contact us.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS, INC.
James W. Rooney
JWR:ph
T.H. 1
5-7-74
0 RGAi~ I C S
Silty Sand, Trace Organics (SM)
0.0~
4.0~
Sandy Gravel w/Cobbles (GW)
NOTE:
No Water Table
Test hole excavated with tractor mounted backhoe.
14.0~ T.D.
R
Engineering ~ Geological Consultants Inc.
ANCHORAGE FAIREIANgS ALASKA Ju~ EAU
OWN my JRS
TRACY McGINN PROPERTY
LOG OF TEST HOLE
Anchorage Alaska
BY WED PrO~. ~ao. 462022 owe NO,
MUNICIPALITY OF ANCHORAGE
�j
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section —� Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 015-123-31-000
Expiration Date:
Legal description VALLI VUE ESTATES #2 BLK 6 LT 21
Site address 6851 ROUND TREE CIR Anchorage AK 99507
Current property owner(s) PADDEN MICHAEL C & LINDA E
10/23/2025
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
By: Original Certificate Date: 10/30/2024
T�is Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services 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 work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval June 2022
MUNICIPALITY OF ANCHORAGE R U51+
�7�Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section D Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 015-123-31
Complete legal description VALLI VUE ESTATES #2 BLOCK 6, LOT 21
Location (site address) 6851 ROUND TREE CIRCLE, ANCHORAGE, AK 99507
Current property owner(s) MICHAEL & LINDA PADDEN Day phone
2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS
3. TYPE OF WATER SUPPLY: ❑ 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: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass
Age 0 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ® 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 $ 9 9 8
Date of Payment l Z� Z-0 `L `l
COSA # 05 C Z cq
Waiver Fee $
Date of Payment
Waiver #
COSA Application.doc
COSA Checklist.docx
COSA Checklist
Legal Description: VALLI VUE ESTATES #2 BLOCK 6, LOT 21 Parcel ID: 015-123-31
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA - PUBLIC &/OR CLASS “A” WATER
Well log is filed with Onsite (or attached)
Date drilled Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume NONE gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank NEW
Date of pumping NA - NEW
Required maintenance completed, if AWWTS
Comments: Tank is insulated.
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA
Which system tested (date installed) NA - NEW
ALL standpipes present per record drawing
Total measured depth from existing grade 9.7 ft (max)
Measured depth to pipe invert from grade 3.6 ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes (MT) go to bottom of effective (ED).
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Adequacy test date NA - NEW
Results Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
FIELD STATUS – POST RECOVERY – NOT TESTED
Effective depth (per record drawings) 72 in
Effective depth used 0 in
Effective depth remaining 72 in
Comments/Deficiencies:
Approximate total measured depths from existing grade.
COSA Checklist.docx
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No ft
Neighboring Absorption Fields > 100’
Yes if No ft
Community Sewer Main > 75’ Yes if No ft
Community Sewer Manhole/Cleanout > 100’
Yes if No ft
Private Sewer/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
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
Tank to Property Line > 5’ Yes if No ft
Field to Property Line > 10’ Yes if No ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F. ENGINEER’S COMMENTS
G. 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 FIRST WATER CONSULTING Phone 907-350-9566
Engineer’s Printed Name CURTIS HUFFMAN, PE Date 10/24/2024
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting &
10/24/24
30'
��. %
'X(V SEPTIC
PIPE >
(typ)
OMH lb
.N'tK x,
�L1 0 LJ
DECK
32.0'
6.5'
o EXISTING 0
cr_
HOUSE
z LOT 21
CN <
BLK 6
tK 6 03 _22.0' KE130X
DECK I 2'x4.2'
CANT
DECK
434, 01
PAVED
• D/W 21
A.P
(0. Qi
.0000
00000,
ANCHORAGE RECORDING DISTRICT, ALASKA
AS-BUILT OF:
VALLI VUE ESTATES UNIT Not
LOT 21 BLOCK 6 PLAT 77-296
Sul?AW
SURVEY CERTIFICATE: I., John L. Schuller, Have conducted a AMW OF t. L A ,V
AW
physical survey of this property as shown on this drawing and that the W_
-W I Ile
improvements situated hereon are within the property lines and no A _'/�
-01
00,
,,
enchroachments exist other than noted. Under no circumstance should C,•49'rH •. ¢ ;� �,,�*any infoiTnation on this drawing be used for construction of fences, .
structures, improvem
ents, or for establishing boundary lines. ?A
EXCLUSION NOTES: It is the oivners, responsibility to determine
CD
'.�. .. HN L. SCHIMLER.- 0 A
the existence of any easements, covenants, or restrictions which 7`11
o
do not appear on the recorded subdivision plat. (X ' LS-10408 -far-
AW 1831 Talkeetna Street
WORK ORDER NUMBER: WE: SCALE:E-MAIL
OCT 25, 2024 101 --z3O' schullerakOgmaii.cm 6 AW Anchorage, Alaska 99508
24-0-78-2 DRAWN BY; jCHECI<ED BY: GRID NUMBER: BOOK/PAGE- (907) 227—14515 office
LS SW2539 240328 (907) 274-4992 fax
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
%,ERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4744
Application Date
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township,
Location (address or directions)
(b)
,900- ¥,z'5- 31~-/
Owner ~'~-,~, ~'~¢- C~4 u~. Telephone: Home '/I '.~- ~"/- ~¥(~B~usiness
Property
Mailing Address
(C) Lending Institution ~ ~'~ ~-- C ~; I,"1 ~ Telephone
Mailing Address
(d) Real Estate Company and Agent
Address
Telephone '
(e) Mail the HAA to the followine address: or: Check here/~ if hold for pick up.
List contact person and day phone number below.
TYP~ OF RESIDENCE
Singi;-Family ~1~
Number of Bedrooms
WATER SUPPLY
Individual Well~_ Community/~ Publicf-]
Note; if corn munity well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite,~ Public [] Community [] Holding Tank []
Note:J 'If community well system, must have written confirmation from the state Department of Environ mental Conservation
attesting to the legality and status.
Page 1 of 2 72-025 fRev 8/86~ Front
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.g
MUNrCIPALIT¥ OF ANCHO~;CIiCiPALiTY OF ANCHORAGE (MOA)
ENvIRONMENT^L SERVICES D~l,~,~.i!l.H AUTHORITY APPROVAL (HAA)
i ]988
RECEIVED
CHECKLIST - FEBRUARY 1984
264-4744
Legal D~tscriptJon:
WELL DATA
WellClassificati'on C/~ ~ IfA, B,C,D.EC. ApproveB(Y/N)
Well Log Present (Y/N) Date Completed Yield
Depth of Grouting
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Welli~ead (Y/N)
Total Depth Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date
Comments
B. SEPTIC/HOLDING TANK DATA
Date installed
Standpipes (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File
Holding Tank High-Water Alarm (Y/N)
Separation Distances from Septic/F~l~l&~Tank:
To Water-Supply Well
TO Property Line
To Water Main/Service Line ~
Course
Size /~-~'O No. of Compartments
Air-tight Caps (Y/N) ~/ Foundation Clear~ou~, (Y/N)
Date Last Pumped ~/O~t ~''
; for
Temporary Holding Tank Permit (Y/N)
To Building Foundation ~ O
To Disposal Field / ''~-'
To Stream, Pond, Lake, or Major Drainage
Comments
Page I of 2
72-026 IRev 8/861 Front
C. ABSORPTION FIELD DATA
Soils Rating in Absor~0t~ton Strata
Date installed J~ ~IX,/,~¢ ~ ~ "~
Width of Field
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test I~
Separation Distance from Absorption Field:
To Water-Supply Well .,~
To Building Foundation
Lot
To Water Main/Service Line
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area
Comments
Type of System Design
Length of Field
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Property Line
To Existing or Abandoned System on
; On Adjoining Lots ~'
To Cutbank (if present)
D. ',FTSTAT,O. $ o r,t E.
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test, Meets MOA
Comnients
** Check Permitted Bedroom Rating Against HAA Request **
Icertifythatlhavechecked verified, Date ~ '~¢"'~ ~ l~ ~""~ '
Signed ~~ or conformed to alIMOA and HAA guidelines in effect on the date of this inspection
Company MOA No.
Amount:
$
Engineer's
Seal
/
Page 2 of 2
72 026 fRev 8/861 Back
CONSULTING ENGINEER
'~203''~ W. 15th AVE "C" SUITE 203
ANCHORAGE, ALASKA 99501
TELEPHONE: (907) 279-3916
SEPTIC SYSTEM ADEQUACY TEST
LEGAL:
LOCATION:
OWNER:
RESIDENCE:
WELL:
SEPTIC sYSTEM:
LOT 21, BLOCK 6, VALLI VUE ESTATES
6851 ROUNDTREE CIRCLE
TRACY McGINN
SINGLE FAMILY,.FOUR BEDROOMS
CLASS A COMMUNITY SYSTEM
FROM MUNICIPAL RECORDS:
TANK: GREER STEEL,
ABSORPTION SYSTEM:
ABSORPTION AREA:
SOIL RATING: 85
INSTALLATION DATE: MAY
1250 GAL., ONE COMP.
CONCRETE CRIB
288 SQ. FT.
1974
DATE OF LAST PUMPING: JULY 1, 1988. MARX
DATE OF TEST:
JUNE 30, 1988
TEST PROCEDURE: System was inspected and measured. Tank was
found with four feet of cover and 49 inches of liquid. Concrete
crib was 8 feet deep and had a liquid depth of 23 inches.
700 gallons of clean water was added to the system at a constant
rate of 6.5 gallons per minute. The first 100 gallons were
added to the foundation clean out. No rise in tank were
observed, water could be heard entering the crib. The remaining
600 gallons were added to the crib. The addition of 400 gallons
caused the water level in the crib to rise 32 inches. The next
300 gallons did not cause the water level to rise. 5 minutes
after the water was stopped the level had dropped 3 inches.
After 2.5 hours the drop was 21 inches, indicating that the soil
was absorbing the water.
TEST RESULT: This system meets the code requirements of
the Health and Social Services Department of the Municipality of
Anchorage. The indicated absorption area is less that what is
required based on a soil rating of 85 and four bedrooms. This
system has been operating for 14 years and my observations
indicates that the crib is operating at 1/2 depth.
NOTE The operational life of all septic systems depends on the
local soil conditions, 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 this septic system. We can therefore not give any
estimate of how long this system will function satisfactory for
current or future occupants.
360] C STREET, SUITE 1334
ANCHORAGE, ALASKA 99503
STEVE COWPER, GOVERNOR
563-6775
DATE: July l, 1988
PUSID~ 2~0605
To [~hom It May Concern:
According to the records on ?ile in this o??ice, the VALLI-VUE
S~BOIJ~S~.I~ bJater System is in compliance with the State
Alaska Drinking tJater Regulations.
Please note that departmental records indicate that the public
water system was installed prior to the 1978 implementation of
tt~e Alaska Drinking Uater Plan Review regulations, No as-built
p!ans have been reviewed or approved by the department~ nor are
any necessary. Since the system has submitted acceptable water
samples on a regular basis and received a satisfactory sanitary
survey evaluation by the department, the system is acceptable
~tnder the standards in effect at the time of installation. An
off,rial "Certificate to Operate" may be issued upon receiving a
complete set o¢ as-built plans, Any expansion of the water
system after ~978 ~JJll reqoire plan review and the issuance of a
"Certificate of Operation" permit,
Sincerely,
/~Ronald S. Klein
Envir. onmental Field Officer
RSK/MPL:pkk
cc: Mike I_.euis. AOEC, Anchorage
3330 "C" Street, Anchorage, Alaska
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
99503 274-4561
Date Received
11-15-74
Time of Inspection
Date of Inspection
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
1. Approval requested by:
Cony. (First National Bank)
Tracy McGinn
Mailing Address:
8411 Owen Circle
Phone:
2. Property Owner: same Phone:
Mailing Address:
3. Legal Description:
Lot 21, Block 6, Valli Vue Estates Subd.
4. Location:
Roundtree Ct. off Roundtree Drive
5. Type of facility to be inspected
6, Well Data:
A. Type community system
C. Construction
7. Sewage Disposal System:
single family
B. Depth
No. of bedrooms 4
C. Septic Tank:
D. Seepage Pit:
E. Disposal Field:
Instal-ted 5/29/74 B. Installer Mike's Excavating
1. Size 1250 gal. 2. Manufacturer Greer/steel
1. Absorption Area 12'x12'xlO' 2. Material 2 conc. rings
Total length of lines
Distances:
A. Well to: Septic tank
Nearest lot line
B. Foundation to septic tank
, Absorption area
, Other contamination
, Absorption area
, Sewer Lines
C. Absorption area to nearest lot line
EQ-034 (1/74) Page 1 of two pages
P~ge 2 of two pages
Legal Description
'st for Approval of Individual ' ~er & Water Facilities
Loq: 21. Block 6. Valli Vn~ [:iqi:ai:m; S;uh~i'ivi~'inr,
Comments
Approved..~.. ......... ~
~'~-/~.'J~.~Disapproved
Date 11/1~/74 ,
Approval Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
Date
EQ-034 (1/74)