HomeMy WebLinkAboutT15N R1W SEC 9 LT 99 LESS SW PTNOnsite File
T15N R1W SEC 9
Lot 99 LESS SW PTN
PID# 051-104-70
Formerly Lot 99
Municipality of Anchorage P,.ge ? ot
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: ~ O0~ PID Number: O~/'/ozt
:N.me: Wastewater System: [] New /~Upgrade
Ad~:, ~OY ~2~//?, d~¢~¢ ¢~¢U? ABSORPTION FIELD
~No, of B~oom~¢ ~ Deep Trench ~Sh~Trenoh ~Mound ~Other
LEGAL DESCRIPTION V)¢,~ (~1o,~~,~,s,,~,, ,/¢) ?,y ~) %~
LO~ Block;__ Subdivis'O.:__ re'Depth ,o pipe bottS, from original grade;~, ~ ~ ~ ~, ~ Ft. .~.~vel depth be.eath ,ipe~ ¢~ ~, ~ F,,
WELL: EUew~x/5~ DUpgrade (¢) ~' ~) /5' .t. '~/
SEPARATION DISTANCES ~.,t,c ~ Holding ~ S.T.E.P.
SU¢~C~w~ ~/~ ~' ~/~ LIFT STATION
~ou,~at~o,P/¢' ~/~' ~//A ",~, on"~.w~ ~: ~ .i~h w~t.~
Remarks: BENCH MARK
E~INEE~'8 SEAL
.- .....¢..,
Inspections performed by: ~, ~. ¢, %, Dates: 1., fl(5/¢'/¢5
a~v ~ ~.. CE - 6736
. '
D~partment of Nealt~d Mum roes a~pro~al,
Reviewed and approved by: Date: 7~/~
72-013 (1/91) MOA 25
Permit NO. ~O(]y ~ Page ~ of ~
Municipality of Anchorage
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
Legal Description: ~" ~ ~ ~ 5Z't'/ ~'.//,~ ~' ?
330,~0 S 89°57'00' W
HOUSE
F
1000 GAL
SEPTIC TANK
i50,00
SWING TIES
50' BLH
EASEMENT
330,~0
-I
8~
S 89°57'00' W
(NOT TO SCALE)
84
ENGINEER'S SEAL
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH ~ HUMAIq SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM
PERMIT NUMBER:SW950047
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:CHRISTINE MARY AGNES
OWNER ADDRESS:P.O. BOX 670117
CHUGIAK, AK 99567
PARCEL ID:05110449
LEGAL DESCRIPTION:
T15N R1W SEC 9 LT 99 NW4 PTN
PAGE 1 OF 1
(UPGRADE) PERMIT
DATE ISSUED: ~/I7/95
EXPIRATION DATE: 4/17/96
LOT SIZE: 21000 (SQ. FT.)
~BER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK 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 (1815JTC72) 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:
WELL +tOO'
L
I 330,80 S 89°57'00
50' BLM E
..... 330,80
S 89*57'00' ~
~ - TEST HOLE
NO SURFACE WATE~ · - MONITOR TUBE
NO KNOWN CURTAIN D~A[NS o - SEWE~ CL~NOUT
~ - WELL
NOTE: SEPTIC SYSTEM UPGRAOE, EXIST. WELL ~SE~ENT
SEPTIC UPGRADE SITE PLAN
LEGAL: PORTION OF LOT 99, T15N RlW SEC.9
CONTRACTOR: N~A REVISED
JOB ff 94-087/DATE: 06/07/95 SCALE 1" = 60'
P.O. Bo~ 7?3294
EAGLE RIVER, AK. 99577
(SO7) SS4-S~SS tAX: (907) SS4-SSS7
~ /~e Tm,
Louis Butera, P.E.
Registered Civil Engineer
April 7, 1995
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: NWl/4 portion Lot 99, T15N RiW Section 9
Narrative & Permit Application
Dear Mr. Cross:
The proposed septic system upgrade will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity and lot size.
4. Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
XC:\WPWIN60\WPDOCS\1995\94-087A.NAR
P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907) 694-3297
EAGLE RIVER
ENGINEERING SERVICES
P,O, Box 773294
EAGLE RIVER, AK 99577
(907) 694-5195
JOB
SHEET NO
CALCULATED BY
CHECKED BY
SCALE
OF
DATE
Three Bedroom Single Family Dwelling
Lot 99, TI5N R1W Section 9
(3BR) (150 gpd/BR) = 450 gpd
Percolation rate = 0.7 minutes/inch < 1.0 minutes/inch
Use a sand filter layer
Use application rate for bed of 0.7 gpd/fi:
(450 gpd) + (0.7 gpd/ft2) = 642.86 ft2
643 + 15' wide = 42.87' long
Bed dimensions:
Length = 43'
Width = 15'
Total depth of sand layer = 7' (below ground surface)
Total depth of gravel layer = 5' (below ground surface)
Sand layer thickness = 2'
Gravel under leach pipe in bed = 6"
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR: ~ ~1 ~'~/~~''
/EGALDESCR~PTION: ~{0~/ ~ ~
Township, Range, Section:
7
8
9-
10---
11
13-
14-
15-
16-
17-
18-
19-
20-
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT O
DEPTH? ~'~" ...... ~,~ .. p
OBplh to W ~
~ ~ Gr~'j~' Net De~th to Net
Reading Date-~me Time Water Drop
I z/~l~' /5:0'/ 3/ 5~,'~'~'. ~-' (,,"
~ " 15: I~ ,.: ~ 5~'~ ~,~' f~"
PERCOLATION RATE ~' ? (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND r~ FT
COMMENTS
m
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
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=
DATE PERFORMED:
LEGAL DESCRIPTION:
1
2
3
4
5-
6-
Township, Range, Section: 7'/5,,~ ~1/~/ ~..~
7 m
8-
9-
10
11
12
13
14
15
16
17
18
19
20-
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth Io Water Alters, /
Monitoring? ,~f~" ~- Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
I ~/~/~ 15:0'2 $/ 50- ~-. c-, (,,,,
?- " /5;'~ ~' 57" ':'-' ~"
~ "/5 :/~ ,~ ' ~7'~~,~' (~"
/ ~/~/~¢ /~ '3~ /~ ~.~ /~'-~" / ~"
PERCOLATION RATE ~" %~ {m~nutes/inch) PERC HOLE DIAMETER ~ //
TEST RUN aETWEEN /~ FTAND (~'~' FT
COMMENTS ~'~ ~ ~'~- / ;'~"$ .~)~ 7 ~-.~,~/,.~.~f
PERFORMED BY: /f~w-/~ I ~~"~ CERTIFY THAT THiS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES mN EFFECT ON THiS DATE. OATE: ~7 ~,//d ~/y 5 ~O'"/~/i'j'
72-008 (Rev. 4/85)