HomeMy WebLinkAboutREGAN LT 126A' Municipality of Anchorage Page 1 of 3
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 Welt Inspection Report
Permit Number: SW970342 PID Number: 01 826230
Name:
Prestige Homes
Wastewater System: New ❑ Upgrade
Address: 7801 Schoon, Unit E
ABSORPTION FIELD
Phone: 522-1664 No. of Bed mm
9 eep Trench Q Shallow Trench C1 Bed C3 Mound G Other
LEGAL DESCRIPTION
Soil Rating:
4'
-total Depth from original grade-
-
GPD/sa. Ft.
175
SLot:-
Lot: Block: Subdivision: /
Depth to pipe bartom from original grade:
Gravel depth beneath pipe
Township: ( Range: Section:
Fill added above original grade:
I Gravei length:
Ft.
/
(�% r Ft.
WELL:
' = New 0 Upgrade
Gravel width:
Numberotlinm Distanline
r-t.
Classification (Private. A.B.C):
Total Depth: I
Cased To:
Total absorption area:
Pipe material: TiY'� —g D 3
1i%0 FL
FL
f Da so. Ft.
1'-010 XT,
Orilla
All rte
Date rflled:
StatieNaterLevet
Installer.
Date* stalled:
I � I�A
,��,��
2
/n7— Ft.
- /9
Yield: Pump Set at:
�LS�
Casing HeigntAbow Ground:
TANK
ry GPM Ft.
Z.� Ft
SEPARATION DISTANCES
(215eptic G Holding C! S.T.—EP.
To
seotic
Absorption
Lift
Howinq Prrvare
I
Manufac• rar. �i Capacity ing�tonx
Z,
From
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Field
Station
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Materis I Number of Compartments:
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/
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LIFT STATION
Lot
Line
G 7
,L
I 2 I
I
I ?Z2,
Size in gallons: Manufacturer.
/j 1
Foundation
"Pump on-- levet at: Pump off" sveraf-- High water alarm au.
Curtain
1
I
Pump Make a Mopei Electrical Inseections performed by:
Drain
_
Remarks:
BENCH MARK
Location and Description:
1
IjI
Assumed Elevation: a
ENGINEER'S SEAL
Inspections performed by: S � '- Dates: 1st Z/-, /31
; -� - '�' _ _A.
2nd i4, -i8 9a
`'j�lccQBcQ?.,
Department of Health and Human Services approvals
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Reviewed and approved by: Date:
-
72-013 (Rev. 9/91) MOA 25
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:SW970342
DESIGN ENGINEER:ANDERSON ENGINEERING
OWNER N~LME:~%G~RG~B4}4~R SI-Me~~'-
OWNER ADDRESS:PRESTIGE HOMES
7801 SCHOON, UNIT E ANCHORAGE, AK 99518
PARCEL ID:01826230
LEGAL DESCRIPTION:
REGAN LT 126A
I0/ 2 0 ¢¢. ~,.
DATE ISSUED: 9/30/97
EXPIATION DATE: 9/30/98
LOT SIZE: 44823 (SQ, FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION 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 B/qD 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:
A TEST HOLE MUST BE DUG IN PROXIMITY TO THE WASTEWATE~~
DISPOSAL SYSTEM TO A DEPTH OF AT LEAST 18 FEET. ~
Conduct a 7 day monitoring for ground water and report results
to the DHHS On-Site services before beginning construction./
RECEIVED BY:
ISSUED BY:
f
MEMORANDUM
DATE: September 30, 1997
TO:
FROM:
Donna Mears
Mike Anderson, P.E.
SUBJECT: Lot 126A, Regan Subdivision
Septic System Construction Permit
Three testholes have been placed on the subject property to determine the location of the
prima3' and reserve septic systems. None of the testholes indicated the presence of
groundwater even though they were placed at the wettest periods of the year, notably late
May and mid October. We are confident groundwater is not a problem on this lot. We are
willing, however, to place another testhole during the construction phase to verify the lack
of groundwater and the lack of bedrock. The new testhole will be placed near the location
of the new absorption trench. Testhole data will be submitted with the septic system as
built. Please make the placement of the testhole a condition of the septic system permit.
This will not only save the cost of the testhole prior to placement of the absorption trench,
but will also expedite the issuance of the permit.
I have also revised the pemolation test data for the GW layer in Testhole No. 1. The data
was mistakenly transferred from the field data and the net time column was erroneously
duplicated as the net drop column. Subtracting the information shown in the depth to water
column shows the net drop information to be incorrect. We apologize for this error.
Thank you for your assistance in the issuance of this permit.
September 23, 1997
Municipality of Anchorage
Department of Heath & Human Services
825 "L" Street
Anchorage, AK 99502-0650
Subject:
Lot 126A, Regan Subdivision
Septic System Design
Impacts to Adjacent Properties
Dear On Site Services Engineer:
We are hereby applying for a well and septic system permit for Lot 126A,
Regan Subdivision. The attached Site Plan shows the area for the new and
reserve absorption system and the location of the new well. The lot is
currently vacant with construction expected to be completed this year.
The testholes placed in the area of the proposed absorption trenches
revealed well graded gravel with a percolation rate of 1 to 2 minutes per
inch underlain by a silty gravel with a slower percolation rate of 27
minutes per inch. The absorption trench is designed for the slower
percolation rate. No groundwater was found in the testholes and none was
noted during the ensuing monitoring period. Testholes previously placed
on the lot also show no groundwater. We are placing the primary
absorption trench between the two testholes with the reserve site
immediately behind and parallel to the primary site. The absorption trench
will be 63' long by 3' wide by 8' effective depth. The distribution pipe
will be placed at 3.5' below the surface. The maximum depth of the trench
will be 11.5' below the ground surface.
The ground surface of the lot slopes from the southeast to the northwest
at a rate of 5% to 8%. The area where the trenches will be constructed is
fairly fla. t and the trenches will be placed parallel to the ground contours
in this area consistent with Municipal requirements. We are confident the
trenches can be successfully placed on this lot.
~'~'-~-",'-'~! 25:J~ S~/~7~415@ ENVIROHENTAL MANAOEMENT INC. ~- :~.."~'~,~.~'!~
DEPARTMENT OF HEALTH & HUMAN ~ERVICE$ 18 k~.~ ~ '~ .... g~ I
82S "L" Str.t Anchorage. Alasga ~50Z~O '
SOILS LOG -- PERCOLATION TEST ~~, 2~?~I~a~:~a'gN' I ~
' ' ~ ~ ~ DATE PERFORMED:~
-
IF YEs, AT WHAT
11
DI~PTH? ....
1,3
18
10
2O
COMMENT8 -- ' ---~ ' ' ": :'' ' __ ~"
· - · - ':',.. :i, ' ' ' ~'. ','
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P~FOflMED 8Y I :' ' CERT)~ T~T ~16 YBT w~ P~FOflMED IN
MUNICIPALITY OF ANCHORAGE
Development Services Department !Y Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Parcel I.D. 018-262-30
Certificate of On -Site Systems Approval
Expiration Date: 2 3
Legal description REGAN LT 126A
Site address 14735 MAXWELL PL Anchorage AK
Current property owner(s) FRANCISCO & ELENA HERNANDEZ
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
0
Original Certificate Date: 6/7/2023
This 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
Development Services Department = Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application
1. GENERAL INFORMATION
Parcel I.D. 018-262-30
Complete legal description Regan Lot 126A
Location (site address) 14735 Maxwell Pl, Anchorage, AK 99516
Current property owner(s) Francisco & Elena Hernandez Day phone (907) 227 - 4846
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: A Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 24yrS - 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 $ �� Waiver Fee $
Date of Payment
COSA # 0 S C Z 3 l l —/—u
Date of Payment
Waiver #
COSA Application—June 2022
Forge Engineering
5/15/23
7/11/22 ( A+)
N/A N/A
N/A
91.2
56
35.2
Benjamin Schiller, P.E.5/26/23
(907) 522-7773
Septic 'Tank Advisory
Certificate of On -Site Systems Approval # OSC231170
Subdivision: Regan Block: , Lot: 126A
The septic tank for this property is 24 years old. The average life of an asphalt
coated steel septic tank is 20 years. Typical replacement costs are $10,000 or more,
not including engineering, surveying or MOA permitting fees.
This advisory must be attached to all copies of the subject Certificate of On -Site
Systems Approval.
This is an example of what the metal of a 30 year old steel tank MAY look like.
Mailing Address P O Box 196650 *Anchorage, Alaska 99519 6650 *www muni org