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HomeMy WebLinkAboutT15N R1W SEC 9 LT 53
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: -~'~--)'~,0'''~'~-..'/~ PID Number: ~J"//~,Y ?/
Name', Wastewater System: ~ew [] Upgrade
Address:
~.~, ~-~,~7~ ~,~/~ ~ ~-~ ABSORPTION FIELD
Phone: No. of B~rooms: ~Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
LEGAL DESCRIPTI ON so,, Rating:~.~ GPD/Sq. Ft. Total Depths. ~fr°m~°riginal grade:
B~ock: Subdiv~ion: Depth to pipe bottom from original grade: G ravel depth beneath pipe
Lot:~ ~ ~ ~- ~ ~ Ft. ~ Ft.
~ [ Fill added above original grade: Gravel length:
Township:/~ Range: / ~ Section; ~ ~ Ft, ~O Ft,
Number of lines: Distance~tween lines:
WELL: ~New D Upgrade Gravel width: ~ Ft. J ~ Ft.
Pipe material:
Classification (Private, A,B,C); Total Depth: Cased TO: Total absorption area:
~/~ ~ ~ Ft. ~ ~ Ft. ~OO SQ. Ft.
Driller: Date Drilled: StaticWater Level: Installer: 3ate Installed:
Yield: ~ ~ump Set at: Casing Height Above Ground:
~ ~ ~PM I ~, /*y ~t. TANK
SEPARATION DISTANCES ~eptic a Holding ~ S.T.E.P.
To Septic Absorptlo~ Lift Holding ~ublic/Prlvat~ Manufacturer: Capacity in gallons:
From Tank Field Ststlon Tank SewerLines ~~ ~
Number of Compa~ments:
su~ ~ ~ ~ ~ ~ LIFT STATION
Water
Foundation ~ ~ ~ ~ ~ ~ ~ _ "Pump on"level at vel at High water alarm at
Cu~a[n ~ ~ ~ ~ ~ ~ E,ectrlcal Inspections pe~ormed by;
Drain
~ BENCH MARK
Remarks: ~ ~ ~ ~/~ ~ ~ ~
Location and Description:
Assumed Elevation: J~ ~ ~,
E~NEE~'~ ~EAL
of Healed Human Services approval
Department
Reviewed and approved by: Date: ~ -2 ~-~ ~[~':/~'~'_ ~ ~.~.':?:~:' ';~'<"~:=:': ~.::;~'~'.
72-013 (Rev, 9/91} MOA 25
Permit Np.
Page (
State of Alaska
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
of
P.O. Box 1064 · Wasilla, Alaska 99687 · Telephone 376 5038
Application for On-Site Water and Sewer System Approval
Legal Descript'on:
Lot. 5,5, BLM Subdivision Peterscreek, Alaska
1
Pig No.:
72-015 A (2/91) MOA 25
Permit No. Page ~ of ~-
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O, Box 19665C~chorage, Alaska 99519-6650° Telephone 545-4744
On Site Wastewater Disposal System and/or Wel inspection
Report
Legal Description: Lot 55, BLM Subdivision, Peterscreek, Alaska
PID No.:
+,0; N
72 013 A (2/91) MOA 25
~8~
Rick Mystrorn,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
March 15, 1996
Bernie C Edwards
PO Box 670574
Chugiak, Alaska
99567 0574
Subject: T15N R1W Section 9 Lot 53
Permit $SW950030, PID $051-103-11
The subject permit, issued March 15, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of March 15, 1996.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
erely,
Program Manager
On-site Services
Copy of Permit
cc: Douglas T. Kenley, P.E.
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950030
DESIGN ENGINEER:DOUGLAS T. KENLEY, P.E.
OWNER NAME:EDWARDS BERNIE C
OWNER ADDRESS:P.O. BOX 670574
CHUGIAK, ALASKA 99567-0574
DATE ISSUED: 3/15/95
EXPIRATION DATE: 3/15/96
PARCEL ID:05110311
LEGAL DESCRIPTION:
T15N R1W SEC 9 LT 53
LOT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
DATE:
DATE:
Douglas T. Kenley, P.E.
HCO1 Box 6054, Palmer, Alaska 99645
February 22, 1995
Mr. Ghaetie--Ba~
Lot 53, BLM Subdivision
Peters Creek, Alaska
PERCOLATION TEST RESULTS
AND
GENERAL SITE INVESTIGATION REPORT
(907) 74~-1#75
On December 17, 1994, the above-referenced 2.50 acre site was inspected in conjunction with
soil perk tests being performed for the application and approval for installation of a new on-site
waste water disposal system. The site is located on the West side of the Glenn Highway in
Peters Creek, Alaska. The system has been designed to accommodate four bedrooms.
Construction is scheduled for the summer of 1995.
The lot is virtually flat in all directions including the immediate area that has been selected for
the waste water disposal system. The site is moderately treed, about the perimeter of the site,
with birch, spruce and alders. It appears that there are no obstructions that would prevent
surface water runoff.
On-site observation and physical survey shows that there are no water wells nor private waste
water disposal systems within a 100' radius of the proposed system. Consultation with owners of
neighboring properties revealed that all adjacent waste water disposal systems are performing
adequately.
No surface water was observed at the time of the inspection, and it appears that there is no
potential for contamination of adjacent water wells or streams.
Two percolation tests were taken at the site to assess the adequacy of subsurface soils to
accommodate both a primary and a replacement on-site waste water disposal system. The results
of these tests are attached to this report.
The site was determined to have an adequate soil percolation rate to support a four-bedroom
residence. Subsurface soils were found to be sand and gravel overlain by 12" of surface
organics. Percolation test results at both test pits were approximately 2.5 minutes per inch of
fall.
If there should be any questions concerning the percolation rate or characteristics of the site,
please call me at 746-1073.
Sincerely,
Douglas T. Kenley P.E.
PE #8176
Eli:IV8 :aI'I~¥HO 1din
r Z
©
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1
2
3
4
5
6
7
8
9.
10-
11
13-
14-
15
16-
17
18
19
2O
.
DATE PERFORMED ~
Township, Range, Section:
WAS GROUND WATER
ENCOUNTERED?
SLOPE SITE PLAN
S
Monitoring? ~,J ,/,"1 Dole: i
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE ~ i ~ (minutes/inch) PERC HOLE DIAMETER ~,~ it
TEST RUN BETWEEN ~'~ FT AND ~'~ FT
72-008 (Rev, 4/85) ~
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION: b4
1
3
4
5
6
7
8
9
10
11
13-
14
15
16
17,
18-
19
2O
DATE PERFOF
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth Io Waler Ails, r!
Mofliloring? _
SITE PLAN
Reading Date
Gross Net Net
Time Time Drop
Depth to
Water
PERCOLATION RATE 0, ~" (minutes/inch) PERC ROLE DIAMETER
I
I
30 1
LEGEND
2 Story Frame House �� > Well 0.S
(R)
Record per BLM Survey dated May 13, 1955
(R1)
Record per Plat No. 82-166
d�
60
Lot 41
Lot 40
S89°59'30"E 330.13 (R)
CD
Septic vent (typ)
25
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226.2 Well �� j
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31.0
2 Story Frame House
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House, Shop, Well & Septic Detail Scale: 1 -50'
o /
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Gravel driveway
Lot 52
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Centerline 75' Transmission 10►'
Line Easement
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(Serial No. 2006-016474-0) // / l' .4� ° ,4
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EAST 330.20 R I
NOTE: Asphalt and gravel driveway location
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is approximate due to snow and ice.
Lot 60 I
SCALE: 1 "= 100'
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lizabeth L. Walatka .o00
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AS -BUILT NO CORNERS SET THIS DATE
I hereby certify that I have performed a Mortgagee's inspection
in accordance with ASPLS Standards of the following
described property: LOT 53, SECTION 9,
T15N, R1 W, S.M. AK
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying
adjacent thereto, that no improvements on the property lying
adjacent thereto encroach on the premises in question and
that there are no roadways, transmission lines or other
visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska
this 29th day of MARCH , 2024.
EASEMENTS OF RECORD, OTHER THAN FRED WALATKA & ASSOCIATES L.L.C.
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON Engineers and Surveyors
UNLESS OTHERWISE NOTED. FB 23-4, pg 53-54 BE 907-248-1666
This drawing is a representation of conditions found at the time the mortgage location survey was performed. This document does not constitute a boundary
survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained on this drawing shall not be used to
establish any fence. structure or other improvements. This drawing shall only be used for a single property transaction. Use of this drawing by the original
client or by others at a later date without the consent of Elizabeth L. Walatka is a violation of Federal Copyright law. Unless gross negligence is discovered,
the liability extent of the preparer is limited to the amount of fees collected for services in preparation of this product.