HomeMy WebLinkAboutFREEMAN LT 15
Tom Fink. 825 "L" Street
Mayor P,O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
April 20, 1993
Brian D. & Karolyn S. Green
11300 Hawkins Lane
Anchorage, Alaska 99516
Subject: Lot 15 Freeman Subdivision
Permit %SW920054, PID %016-112-06
The subject permit, issued April 14, 1992 by this office for a
single family well and/or on-site wastewater system, has
expired as of April 14, 1993.
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: $200.00 for an
on-site wastewater permit; $75.00 for a well permit and
$275.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
J¢~h Smith//P. E. ~
._a ager
OM-site Services
eric: Copy of Permit
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:SW920054
DESIGN ENGINEER:POLARCONSULT
OWNER NAME:GREEN BRIAN D &
OWNER ADDRESS:il230 HAWKINS LANE
ANCHORAGE, ALASKA
99516
DATE ISSUED: 4/14/92
EXPIRATION DATE: 4/14/93
PARCEL ID:01611206
LEGAL DESCRIPTION: FREEMAN LT 15
LOT SIZE: 48167 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD / 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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
1. NOTE CORRECTION O~F CALCUL~TION ON WORKSHEET.
DATE:
DATE:
polarconsult alaska, inc.
ENGINEERS · SURVEYORS · ENERGY CONSULTANTS
Deparmacnt of Health & Human Services
825 L Street
A~chorage, Ak. 99501
April 14, 1992
Arm: lv~. Susan Oswah
Lot 15 Freeman Subdivision
On-Site Septic & Well Permit
Brian Green
Dear Susan:
Enclosed is the revised application for on-site septic system and well. We have
incorporated your requested changes, and addressed your concerns as follows:
All septics and wells within 200 feet of the proposed system are shown.
A note has been added to the drawing to slope drain line from the house to the septic
tank at 2% maximum. With FI: Elev at 86' trench will not be excessively deep.
Average slope in the area of the proposed septic system is 20%. On the nose of the
slope, the slope increases to 26%. We do not believe that this is an excessive slope,
and will not cause erosion problems with the given depth of the system, and the good
soil conditions.
There is an existing access road to the septic tank location that was not indicated on
the plan, this has been added to the plan.
Sincerely yoar~
Michael D. Dahl
Staff Civil Engineer
Encl: Revised Septic Design & soils logs. 5 pages
1503 WEST 33RD AVENUE * SUITE 310 * ANCHORAGE, ALASKA 99503
PHONE (907) 258-2420 * TELEFAX (907) 258-2419
polarconsult alaska, inc. RE( EIVED
ENGINEERS * SURVEYORS · ENERGY CONSULTANTS
Dept. h,ent of Health & Human Services
825 L Street
Anchorage. Ak. 99501
MAR 1 1992
Municipality of Anchorage
O~pt, Health & Human Services
Lot 15 Freeman Subdivision
On-Site Septic & Well Permit
Brian ~r~cn
Dear Sir/Miss:
Please find attached an application for an on-sim septic system and well. Thc proposed
septic system is a 7.5 foot deep absorption ~rcnch. Thc proposed system and reserve is
located on the center half of the lot. The proposed well will be installed at thc front of
thc lot. This arrangement is consistent with adjacent systems and will not impact, nor
hinder development of adjacent lots.
Sincerely yours
Michael D. DaM
Staff Civil Engineer
Encl: Septic Design & soils logs. 5 pages
1503 WEST 33RD AVENUE · SUITE 310 · ANCHORAGE, ALASKA 99503
PHONE (907) 258-2420 · TELEFAX (907) 258-2419
polarconsult alaska, Inc.
1503 West 33rd Avenue * Suite 310
ANCHORAGE, ALASKA 99503
(907) 258.2420 Fax (907) 258-2419
8CA~E
PERFORMED FOR:__ t~ ~-~ ~<~
Munk=lpality o f Anchorage ;~.." 4 9 T--" ~
DEPARTMENT OF HEALTH & HUMAN SERVICES ~'~"°'°'.~?''"
825 'L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST {.~, '. CE- 1393 - .
~ ~-' ¢~¢"~ OATE PERFORMED;~
LEGAL DESCRIPTION:
8
11
14.
15-
16-
17-
18-
19-
20-
[.o1' I~ ~'fr,-¢¢~ ,~o~,,~. Township, Range, Section:
~OMMENT,~
SLOPE SITE PLAN
WASGROUNDWATER
ENCOUNTERED? [~b~..-
DEPTH?
Reading Date Droll Net Da~th to Net
Time Time Watar Drop
PERCOLATION RATE ~ · ~ (m,nutesvmc~! PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND o~.~ FT
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'L' Street, Anchorage, Alaska 99502-0650
SOILS LOG m PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
20
'~OMMENTS
Township, Range. Section:
SLOPE
1
/
/
/
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT ~L
DEPTH? pO
~
SITE PLAN
Reading Date Gross Net De, th 4~- o~- Net
Time ~me Water Drop
PERCOLATION RATE ~'~ Im,nutes~mchl PERC HOLE DIAMETER
TEST RUN BETWEEN (~' FTAND ,, (~'~ FT
72-008 (Rev. 4/85)