HomeMy WebLinkAboutT15N R1W SEC 8 LT 121T15N R1W
Sec 8
Lot 121
051-151-03
PAGE 1 OF
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHOP~AGE, ALASKA 99519-66!50
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940114
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:LOFGREN DON
OWNER ADDRESS:24121 HEARTHSTONE
CHUGIAK, AK 99567-6201
DATE ISSUED: 5/04/94
EXPIRATION DATE: 5/04/95
PARCEL ID:05115103
LEGAL DESCRIPTION: T15N R1W SEC 8 LT 121
LOT SIZE: 108900 (SQ. FT.)
NUtV~SER OF BEDROOMS: 4 THIS PERMIT: 4
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. ALIa 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 (iSAAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS
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
RECEIVED BY:_
/
ROBERT SHAFFR, P.F.
ROGER SHAFER, P.E.
April 29, 1994
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTN AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINI-:ER[NG STUDtES
AND REPORTS
WELL INSPECTION
& FLOW TEST
ROAD DESIGN
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Gov't Lot 121, Sec.8, T15N, R1W
Request you issue a permit to drill a well and isstall a septic system
to serve the proposed four bedroom house on the referenced property.
Test holes were excavated and percolation tests performed. The
approximate locations of the test holes are located on the attached
site plan. The monitoring tubes within the test holes have been
checked and found to be dry.
This property has enough area for a future septic upgrade which can be
seen on the attached site plan. We do not anticipate any adverse
effects on neighboring properties by the installation of the proposed
septic system.
If you have any questions, or require additional information
.~o~ A. Shafer,
~S/LSU/jk
for your
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
17034 NORTH EAGLE RIVI--R LOOP o SUITE 204 · EAGL. E RIVER, ALASKA 99577
3N¥9 X~3M08 ~J3ddFI
N¥ld 311S
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PEFICOLATION TEST
PERFORMED FOR: ~"~c~r~
LEGAl. DESCRIPTION:_~"~U'T ~I3'~' /~l~E~J~l'Tl~hJ/~wnship, Range, Section:
SLOPE
2
3
4
5
6
7
8
9
10
11
12
13
14-
15-
16-
17-
18-
19-
20-
COMMENTS
PERFORMED BY:
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT
DEPTH? p
E
SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
CERTIFY THAT THIS TEST WAS PERFORMED IN
17034 Eagle River Loop Road
Eagle River, Alaska ~957'1
ACCORDANCE WITH ALL STATE AN[) MUNICIPAL GUIDELINFS IN EFFECT ON TH~S DATE. DATE:
72-008 (Rev. 4~85)
ENGINEER'S SEAL)
~ Municipality of Anchorage
825 L Street Anchorage Alaska 99502-0650
L~6AL BESCRmT~ON:~ ~--~ /~ * ~/ ~/ Township, Range, Section:
· I SLOPE SITE PLAN
8
9-
10-
11
13
14
15
16
17
18
19
20
WASGROUNDWATER ~,.~
ENCOUNTERED?
S
IF YES, AT WHAT ~ ~
DEPTH? p
E
Monitoring? .Vi'-4(' _ ,
Gross Net Depth to Net
Reading Date Time Time Water Drop
.,/_J
_-
-- 10 ~oo /~,~,. ~/~ Y~" _
: ~o ~g ,, ~'(~" ~/~" _
: ~ S 15~ ' ff ~ " ~
PERCOLATION RATE ~( /~nch) PERC HOLE DIAMETER
TEST RU..ETWEEN '~/---/o ¢ ~T./
CERTIFY THAT THIS TEST WAS PERFORMED IN
COMMENTS
S & S ENGINEERING
17u;~¢I t:agle Rlwr Luop
PERFORMED BY: ~,*'!IA Diver, Alaska 99577 ~ ///,
ACCORDANCE WITH ALL'STATE AND MUNICIPAL GUIDELINES IN F~FEG
72-008 {Rev, 4/85)
N THIS DATE. DATE[: