HomeMy WebLinkAboutEAGLE PARK BLK 1 LT 51-- 0
or
.i ���..e -
Department ®f Health and Human Services
825 "L" Street
COME
Rick Mystrom, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www.ci.anchorage.ak.us
343-4744
August 12, 1998
Marvin Gunlogson
PO Box 112442
Anchorage, Alaska 99511 2442
Subject: Lot 5 Block 1 Eagle Park Subdivision
Permit #SW970252, PID #050-782-05
The subject permit, issued August 12, 1997 by this office for a
single family well and/or on -site wastewater system, has
expired as of August 12, 1998.
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.
Sincerely,
/s
Jnes Cross, P.E.
P ogram Manager
On -site Services
enc: Copy of Permit
cc: DHI Engineering
L�ice}
tom.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON -SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970252
DESIGN ENGINEER:DHI ENGINEERING
OWNER NAME:SEAWARD REALTY CO
OWNER ADDRESS:20536 EAGLE RIVER RD
EAGLE RIVER, ALASKA 99577
PARCEL ID:05078205
LEGAL DESCRIPTION:
EAGLE PARK BLK 1 LT 5
LOT SIZE: 46217 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED: 8/12/97
EXPIRATION DATE: 8/12/98
x r�
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:
RECEIVED BY:
DATE:
i
ISSUED BY: DATE: &7- 2 7^ 0-7
Page: 1 Document Name: ENTERPRISE SERVER
PARCEL: 050-782-05-000-98 CARD: 01 OF 01 RESIDENTIAL VACANT LAND
STATUS: RENUMBERED TO/FROM: 1
SEAWARD REALTY CO EAGLE PARK
DBA RIDGE CREST HOMES BLK 1 LT 5
5416 NEW SMYRNA CIRCLE 0
ANCHORAGE AK 99508 2576 SITE 20536 EAGLE RIVER RD
LOT SIZE: 43,212
---DATE CHANGED--- ----DEED CHANGED ----
ZONE : R7
OWNER :06/07/95 BOOK: 2793 PAGE: 0229
TAX DIST: 010
ADDRESS: 00/00/00 DATE : 06/02/95
GRID HRA
# : 000000 PLAT: 640672
NOTES
PLAT P-672
----------------------------------ASSESSMENT
HISTORY --------------------------
--- LAND--
--BUILDING- ---TOTAL ---
FINAL VALUE 1995:
20,900 0 20,900
FINAL VALUE 1996:
20,900 0 20,900
FINAL VALUE 1997:
28,000 0 28,000 ----- TYPE -----
EXEMPT VALUE 1997:
0 0 0
STATE EXEMPT 1997: 0
-COMM COUNCIL -
FINAL VALUE 1997: 28,000 EAGLE RIVER VAL
LS
Date: 10/27/97 Time: 08:21:39 AM
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON -SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW970252
DESIGN ENGINEER:DHI ENGINEERING
OWNER NAME:SWIRCENSKI MARK & JUDY
OWNER ADDRESS:20440 RAVEN DR
EAGLE RIVER, ALASKA 99577
PARCEL ID:05078231
LEGAL DESCRIPTION:
EAGLE PARK BLK2 LT 5
LOT SIZE: 46217 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
DATE ISSUED: 8/12/97
EXPIRATION DATE: 8/12/98
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 PP
RECEIVED B
ISSUED BY:
!0
DATE:
DATE: 6-I2'%��
L' i /ti.S%/r?
r
DHI CONSULTING ENGINEERS
Civil ® Surveying ® Planning
MUNICIPALITY OF W-HORAGE
ENVIRONMENTAL SERVICES DIVISION
SITE NARRATIVE JUL 23 1997
Project: Eagle Park Subdivision, Lot 5 RECEIVED
This project consists of a single lot (150' x 287') of 43,000 square feet. The proposed
septic system is for a three bedroom, single family residence. Existing septic and
residential wells service the lots to the south. A 100 right-of-way easement boarders
the property to the north. The lot the east and west is owned by the developer and is
under construction for a three bedroom single family house (septic system to be
designed).
Well:
Lot 5 is proposed to be serviced by a Class C well to be drilled on lot 5. Design and
application forms have been completed and submitted to the Alaska Department of
Environmental Conservation. The proposed well location will not have an adverse
affect on adjacent properties.
Septic System:
As stated above, lots to the south have existing septic systems. The lots to the east
and west are proposed to have a septic system for three bedrooms. The proposed
septic for lot 5 is a wide trench, 75 feet long which sets about 20' from the south
property line. There is adequate room for the proposed system and one replacement
system. The proposed septic system doesn't impact the ability of adjacent lots to
install or replace their septic system.
Drainage:
The subject lot has a gentle slope to the north (about 3%). There are no steep grades
or ravines on the site. Surface drainage from the lot and from Eagle Rive Road is
collected in the road side ditch along Eagle River Road. Areas disturbed by this
improvements are to receive top soil and seeding. No other drainages or ponds exist
within 100 feet of the property.
Dimond Center Tower, 5th Floor - 800 E. Dimond Blvd., Suite 3-545 - Anchorage, Alaska 99515
(907) 344-1385 - Fax 344-1383
Permit No. Page 1 of 7
Municipality of Anchorage
W.O. 97317
D t t f H 1t11 d H Dafe 6-23-97
epar men o ea an uman Services —
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 ® Anchorage, AK 99519-6650 ® Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 3
2. USE WIDE TRENCH WITH 4' OF GRAVEL
3. PERCOLATION RATE= 20.8 MIN./INCH
4. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR) X (REDUCTION FACTOR)
TRENCH APPLICATION RATE
PERCOLATION RATE
= (-�) 1F)n)
AIM
5'
= 750.00
X 0.5 = 75' OF TRENCH
5'
PIT & TRENCH MOUND & BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
GPD/SF
0-1
NOT SUITABLE
1-5
1.2
6-15
0.8
16-30
0.6
31-60
0.45
GREATER THAN 60
NOT SUITABLE
FILTER LAYER
1.0
GPD/SF
NOT SUITABLE
0.8
0.5
0.4
0.3
NOT SUITABLE
.7
®®�,®®®®% 0
je, � OF q4,4 %4
i t'�,U TH ®®1
/lo• ® ®o aooyr 000®000
®` ;DENNIS E// IGH® ¢;
® �/ % CE 5807 000' �s
® @�eo,00000No®®a\�®
DATE
Permit No.
Municipality of Anchorage
Department of Health and Human Services
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Page 2 of 7
W.O. 97317
Date 6-23-97
Well & On —Site Wastewater Disposal System
Legal Description:
LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
NOTES:
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65, WASTEWATER DISPOSAL REGULATIONS
OF THE MUNICIPAL CODE AS CURRENTLY AMENDED.
2 INSTALL NEW 1000 GAL. SEPTIC TANK AS SHOWN ON THE DRAWINGS. SET TANK LEVEL & RECORD INLET AND
OUTLET ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON UNDISTURBED NATIVE SOIL. PLACE OUTSIDE
PROTECTIVE WELL RADIUS.
3 EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED WITHIN 200'
OF PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS.
4 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION
INTO THE SYSTEM.
5 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATER WAYS,
SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING
SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR TO STAKE PROPOSED SYSTEM
PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION.
6 NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF
THREE INSPECTIONS ARE REQUIRED. THE FIRST INSPECTION SHALL BE OF THE SUBGRADE, PRIOR TO PLACING
SAND FILTER. THE SECOND INSPECTION SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION
PIPING, STANDPIPES, TANK, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD INSPECTION SHALL BE
AFTER THE WORK IS COMPLETED.
7 CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED -LINED, AS -BUILT DRAWINGS SHOWING ALL DATA
AS SPECIFIED IN SEC. 15.65.F.2, 3, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF
THE FINAL INSPECTION. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT.
THESE AS -GUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWING TO DHHS.
g STAKE ALIGNMENT OF SYSTEM WITH MARKERS SHOWING THE PROTECTIVE DISTANCES FROM WELLS AND
OTHER BODIES OF WATER PRIOR TO BEGINNING INSTALLATION.
9 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE
ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN.
.S1 1055C2
Permit No. Page 3 of 7
Municipality of Anchorage W.O. 97317
Department of Health and Human Services date 6-23-97
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 ® Anchorage, AK 99519-6650 • Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
NOTES:
10 EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD
ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH.
11 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL
OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO t 1" PRIOR TO INSTALLING THE PERFORATED PIPE.
12 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER -APPROVED EQUAL. MIN SOIL COVER
SHALL BE 4 FT (OR 2' SOIL .AND 2" INSULATION BOARD - SEE NOTE 13)
13 ALL INSULATION BOARD SHALL BE 2" THICK DOW HI-35 INSULBOARD OR ENGINEER -APPROVED EQUAL.
CENTER INSULBOARD WIDTH OVER PIPES, FIELD, AND SEPTIC TANK.
14 GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER -APPROVED EQUAL. LAP ALL JOINTS 2' MIN.
15 COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, AND COVER WITH GEOTEXTILE BEFORE PLACING
INSULATION AND BACKFILLING.
16 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
17 SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MIN. SLOPE, AND 3:1 MAX SLOPE, AND IN SUCH A MANNER THAT
PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN
SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MUNICIPAL SPECS.
18 RECORD THE FINISH GROUND ELEVATION OVER TOP OF TRENCH.
'2-013 A (2/91) MOA 25 317CSSD2
Permif No. Page 4 of 7
Municipality of Anchorage W.O. 9731797317 7
Department of Health and Human Services Date
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 + Anchorage, AK 99519-6650 + Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
EAGLE RIVER ROA
I � \
PROPOSED CLASS
F-o 50' 'C' WELL
I
LOT 8
I�
LOT 7 A LOT 5
SEPTIC
SYSTEM 0
LOT 6 f C T{ V�
LOT 9 I } I SYSTEM
PROPOSED SEPTIC I RESERVE AREA
I
I w �
Z
J
I�w I 0 I
SEPTIC
LOT 12A -- SYSTEM
LOT 10 \ SEPTIC
SEPTIC
LOT 13A \� SOT 14 SYSTEM
SYSTEM \
/ SEPTIC WELL / II
SYSTEM O /
\ OWELL
I '
LOT 11 \ e �, OF AC %®+
N WELLO \ * 9 TH +:�
+ +
• i++• .+*.� a •+ s �s++�
SCALE: 1' =100' ®
d++ a 1wis1r+ ++ ++++.+++®
0 eDENNI HIGFj- ¢; AV
1. LOCATION OF EXISTING SYSTEMS ARE APPROXIMATE ONLY. ®9's % CE 5807 .++'.e®
INFORMATION OBTAINED FROM DRAWING PREPARED BY S & S ®®��r�®++®®++®®++® �®
ENGINEERING DATED 6-2-97, VISUAL FIELD OBSERVATIONS, ®� a Profess\00 i
AND DHHS RECORDS DATE �rjka®o'e®�_�'_17
Permit No
Municipality of Anchorage
Department of Health and Human Services
ENVIRONMENTAL SERVICES DIVISION
Page 5 of 7
W.O. 97317
Date 7-22-97
P.O. Box 196650 l Anchorage, AK 99519-6650 • Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
N90'00'00"E REVISED 10-20-97
150.00ft
NOTES:
1. WATER TO BE PROVIDED
• FROM CLASS 'C' WELL
LOCATED ON LOT
5 BLOCK 1 EAGLE PARK
SUBDIVISION.
LOT 5
N
I
150' PROTECTIVE
Ld WELL RADIUS
o
0
o
� o �
o °o
O o N
olLn V)
OCO
I
Z I fJ
• PROPOSED CLEAN OUT
• PROPOSED MONITORING TUBE
OY r _ 1 1 1 1 1 1 1 PROPOSED LEACH FIELD
— -7 INSTALL 1000 GAL.
+ __1 f SEPTIC TANK
RESERVE I// F.F• E EI,., LEACH FIELD (WIDE
SYSTEM \104.0 TRENCH 75
TH#4 I JI \\LINEAL FEET .�walk1k�`VA
o QTH#5 I .� 'S�; 00 q�q 44�'
Ar
QQ TH
•
+ \ R=30'i Pe es so ••• • ee'0
/ I /• R•i• Sell • •••••/
o �R=30' / / • DENNI D H GFV ¢) %
0 20' UTILITY & ALLEY EASEMENT
101 .0 N S90'00'00"W 103.0 �''S�e:el• E 580 :e•; ���
40
150.00ft U. � �rofes '01&\
DATE
317CSSA2
Permit, No.
Page 6 of 7
w p 97317
Municipality of Anchorage'
D t t f H It Date 7-23-97
epar men o ea h and Human Services -
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
4' PVC MONITORING
TUBE LOWER 7" TO BE
PERFORATED ----
TH#5
r�
THIN ORGANIC
LAYER
SANDY SILT, LOOSE
frl
ORANGE SM
2
%l.
3
K.
✓i•
/.
SILTY GRAVEL,
TAN,
i.
GRAVEL LENS,
LOOSE SM
4
A /.
5
f �:
SILTY GRAVEL,
TAN, COBBLES
/R
/•�
SAND AND SILT LENSES, GM
6
/..
/r
oS.
7
'4
0
8
P(
f T
SILTY GRAVEL,
DENSE ,
9
...fie
COBBLES TAN,
SILT
LENSES GM
12/
;y;X=
SILTY SANDY GRAVEL
TAN, GM
14
•r
SILTY GRAVEL, TAN
NUMEROUS COBBLES
SUALE: N IS
REVISED 10-20-97
4" CLEAN OUT AS
SHOWN ON PLAN & PROFILE
SLOPE FINISH GRADE TO FINISH GRADE
PREVENT PONDING OVER
TRENCH
ORIGINAL GROUND 11
z
NON COMPACTED
BACKFILL iv
GEOTEXTILE FABRIC
PERF. PVC
5' —0"
TYPICAL WIDE TRENCH SECTION A
NTS
0
I
—2" INSULATION
—6" SEPTIC ROCK
UNDISTURBED
TRENCH WALLS
PTIC ROCK
Permit No. Page 7 of 7
Municipality of Anchorage W.O. 97317
D t t f H lth d H
Date 7-23-97
epar men o ea an uman Services
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No
I
REVISED 10-20-97
101t 5'
37.5'
37.5'
OUSE C.O.
rF.F
.=104.0
FINISHED
GRADE
DRAIN 2' 01.4* C.O.
ORIGINAL GROUND
4" PERF.
FROM
PVC M.T.
HOUSE
CLEAN OUT
94.1
—
---------
z
— -
---END OF --
NEW
+I
TRENCH
4" PVC
0.0%
94.4 SEPTIC
TANK
94.0
94.0
90.0
CONNECT TO
CENTER OF FIELD
2" INSULATION BOARD
*ALL ELEVATIONS ARE TO INVERT
OF
PIPE UNLESS OTHERWISE NOTED.
ELEVATION MAY VARY DEPENDING
ON ACTUAL SOIL CONDITIONS AT
TIME
OF CONSTRUCTION,
P
R O F I L E
OF
At A�q 14�
: 9TH *#�
0 E HIGFi &0
;DENNIS
9�s1�;•• CE 07.00 � i
SCALE: HORZ.: 1"
= 20'
�� ere •...•••..• AV
��
rofess\o,�
VERT.: 1"=
10'
I
DATE "alw1w 1
Municipality of Anchorage
t DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG PERCOLATION TEST
PERFORMED FOR: Tom Seaward
f
DATE PERFA
Lot5, Block 1 T14N, R1W, SeSW%,1 `E'4, NWQ
LEGAL DESCRIPTION:E;jgj 0 park QT1 TH#4 Township, Range, Section:
DEPTH Organics SLOPE SITE PLAN
1 1�,[r , Silty sand, silt lens,
orange, SM
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Silty Gravel, tan, layers
of silt lens, sand layers
GM
Poorly graded sand and silt
sand, silt lens, tan/light
brown, sand lens are less
than 6inches thick SP/SM
Silty gravel,
silt layers,
lens, tan GM
■■■■■■■"■.
■■■■■.■"■■
■■■N■.■■■■
'
■■.■■.■■■■
■■■■■.■■■E
■■■■■
OMMEN
■■■■■.■■■■
■■■M
G'ii
EMEMI■
MEMO
M"I'"HIMENIM
■,■■■.,M■■
G■■■■.■■'N
M■■■■E■EM■
WAS GROUND WATER NO
ENCOUNTERED?
N/A S
IF YES, AT WHAT L
DEPTH? 0 f
E
Depth to Water After
t ari onitoring? I3 5 Date: 62_0,L9 5
san
PERCOLATION RATE 20 . 8 (minutesimch) PERC HOLE DIAMETER 0 • 5 '
TEST RUN BETWEEN 4 • 0 FT AND 4 • 5 FT
COMMENTS Pre-soaked 4.0 hrs, perc test 5.5-6.0' 41.6 min/inch. difficult to
perc, hole sluffed badly,
PERFORMEDBY: R. Godden
,Ronald E . GOdden CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 6 / 2 5 / 9 5
72-008 (Rev, 4/85)
A*
It
E2 THETA ENVIRONMENTAL ENGINEERI •T..,
905 Jayme Court c ,•°
Anchorage, Alaska 99518-2444 a49THI°•
SOILS LOG — PERCOLATION TEST
.......... e®..°
�J%--.FIONALDE. GGIP
r3�EN,�
PERFCRIOED FOR: TOM Seaward DATE PERFORh1E4 °
®.'0+.... . ..
AMP
LEGAL DESCRIPTION: Lot5'Block 1 Eagle Park Subdivision�Sp �
SLOPE SITE PLAN
oerTF' Thin organic layer
1 `r, Sandy silt, loose, orange
2
3
4
5
6
7
8
9
10
11
12
ilty Gravel, tan, gravel
ens, loose SM
ilty Gravel, tan, cobbles
and and silt lens, GM
Silty gravel, dense, cobbl
tan, silt lens GM
-Y'
WAS GROUND WATER NO
.ENCOUNTERED?
ilty sandy graveIr YES, AT WHAT
an, GM DEPTH?
Silty gravel, ta.
numerous cobbles
S
L
O
E
MEMO
■ms
Elm.
Reading
Da•e
Gloss
Time
Net
Time
Depth to
Water
Not
D+oD
1
2_
/16/95
0 1
0 1.60
.0
3
4
20
10
.56
.08
5
40
10
.56
.08
7
60
10
.56
.08
211
UPERCOLATION RATE 9 1 m i n /i n (minutes/inch)
TEST RUN BETWEEN 6 Q FT AND R R FT
COMMENTS qpp ni-i-nrhod Ghppi- ,�e�C ft 75 min/in
7/ iS —
PERFORMED BY: R. God deri _CERTIFIED BY: g GoddPn DATE
OE2 THETA ENVIRONMENTAL ENGINEERING
905 Jayrne Court
Anchorage, Alaska 99518-2444
(907) 344-1928
Fax: (907) 349-2363
PERCOLATION TEST ATTACHMENT
Legal Description:
Lot 5, Block 1,. Eagle Park SD, TH# 5
Gross Net Drop to
Net
Reading
Date Time Time Water(ft)
Drop(ft)
1
4/17/95 0 0 0.60
0
2
10 10 0.55/0.55
0.05
3
20 10 0.53/0.53
0.02
4
30 10 0.51/0.51
0.02
5
40 10 0.49/0.50
0.02
6
50 10 0.48/0.50
0.02
7
60 10 0.48
0.02
PERCOLATION RATE 70.8 min/inch PERC HOLE DIAMETER 0.5, sluffed badly,
grew to 0.65ft by end of test. Conversion factor of 1.7 applied using Reid Method.
TEST RUN BETWEEN 8.5 FT AND 9.0 FT Strata between 8.5 and 12.0 ft rated at
excess 60 min/inch. However, strata is not impermeable.
Permit No
Page 5 of 7
Municipality of Anchorage yy_O 9731
De artment of H lth d H
Date 7-22-97
p ea an uman Services
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 + Anchorage, AK 99519-6650 + Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2, EAGLE PARK SUBDIVISION PID No. ?
LEACH FIELD (WIDE
TRENCH) 75
LINEAL FEET---
INSTALL 1000 GAL.I
SEPTIC TANK—_
I
N90°00'00" E
150.00ft
NOTES:
1. WATER TO BE PROVIDED
FROM CLASS ',,C' WELL
LOCATED ON LOT
5 BLOCK 1 EAGLE PARK
SUBDIVISION.
LOT 5
i
i
150' PROTECTIVE
WELL RADIUS
0
co
\ N ( N
■ PROPOSED CLEAN OUT
+ PROPOSED MONITORING TUBE
r — _ 09 I PROPOSED LEACH FIELD
— - / RESERVE
SYSTEW
� l F•F• ELfi�_ ,
104.0
TH#417
\� J/ // \\ ®♦®4�� t®®
"�Q
�,
00 20' UTILITY & ALLEY" EASEMENT %� /
e Q�
S9900'OQ'W 103.0 9'Seo+ CE 5807+++0®
e®• • �� I
15Q,00ft •••••+ d
SCALE: i — . ♦. profe�slO� �+
V' DATE ®®®®®®®r7-23-P
31
Permit No. Page 6 of 7
Municipality of Anchorage W.O. 97317
Department of Health and Human Services
Date 7-23-97
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, AK 999-6650 ° Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description:
LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No. ?
4' PVC MONITORING
TUBE LOWER 7" TO BE
PERFORATED
TH#4
ORGANICS
1
2
SILTY SAND
ORGANICS
SM
SILTY GRAVEL, TAN,
3
SILT & GRAVEL
LENSES
4
5
SAND & SILTY SAND,
SILT LENSES
6
SP/SM
7
8
12
13
WATER TABLE 13.6'
14
SILTY GRAVEL, TAN,
SILT LAYERS
GM
15
18
zi�rcc��
SCALE: NTS
4' CLEAN OUT AS
SHOWN ON PLAN & PROFILE
SLOPE FINISH GRADE TO
PREVENT PONDING OVER
TRENCH
NON COMPACTED
BACKFILL
'--GEOTEXTILE FABRIC
4' PERF. PVC
5' - 0"
TYPICAL WIDE TRENCH SECTION A
NTS
UNDISTURBED
TRENCH WALLS
2" INSULATION
6" SEPTIC ROCK
SEPTIC ROCK
Permit No
Page 7 of 7
w n 97317
Municipality of Anchorage
T)a ccr+rna-n+ of TT 11+h 14 Tj SDate 7-23-97
ea 4al.JL k.&J.114all q--.L V k; t5
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 ® Anchorage, AK 99519-6650 0 Tel: 343-4744
Well & On —Site Wastewater Disposal System
Legal Description: LOT 5 BLOCK 2 EAGLE PARK SUBDIVISION PID No.
HOUSE C.O.
F.F.=104.0
DRAIN 2' 10
FROM
HOUSE
NEW
4" PVC
1C. 0.
94.1
SEPTIC
TANK
CONNECT TO
CENTER OF FIELD
*ALL ELEVATIONS ARE TO INVERT OF
PIPE UNLESS OTHERWISE NOTED
ORIGINAL GROUND
SCALE: HORZ.: 1"= 20'
VERT.: 1"= 10'
4" PERF.
PVC M.T.----,,,
CLEAN OUT
END OF — —
TRENCH ----