HomeMy WebLinkAboutTUXEDNI PARK WEST BLK 1 LT 6Tuxedni* Park
West
Block 1
Lot 6
#041-022-44
W.O. 05684
Murlicipality of Anchorage r
Development Services Department `" R'�;
Building Safety Division
On -She Water and Wastewater Program, 4700 S. Bragaw SL '
• P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.d.anchorage.ok.us (907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SWO 5 n 2 9; 4 PID Number.
"'"" Dennis Ahrens
Wastewater System: [$New ❑ Upgrade
A°0iu" 3850 Delwood Place
ABSORPTION FIELD
PwM 333-0896 " 4eibo"Y
LkoF.PTr D&w-Tmmrt Deal DLland ppF r
LEGAL DESCRIPTION
awa,"v
1.2
TaV1Dip0 &Mo�1 W,,,
copxtt
8.6 F t.
wrx / Tuxedni a k West
Depth b PAF. ead«n Iron arvota W o m
3.6
Grw.l d,Fw ben..tn P�Pe:
TAW: RxVs: S.m«L
FI
FA FEa.d Few. go Voft
n
Dr"LFrpdr
_n_ Ft.
Ft.
Well: ®New ❑ Upg2de
3
CIFFFNiullion (Priv.". A. e. CT TOM D.pdeCued w.
Ft.
Ta1Fr Fo lrplb«
l .F:
1 --- FL
Pp. Nr«ut
Pri 226 FI. 100
SAA Fr•
13 •.O
too Dr*.d:
SWC Wer«LoN
YMFFFr
D,r,
Ft
yowl Pump Sa Ktuna
I Wo Ae Gr
20 GPM n/a FL
2 FL
TANK
SEPARATION DISTANCES
IR septic ❑ Holding -❑ S.T.E.P: '' ' ' "'❑ Other.
TO
Septic
Absorption
Lift
Holding
PubSciPdweto
- ...
uawy
From
Tank
Field
Station
:Tank
sewerllne
' 'Anchorage Tank-
1250 Gu.
w.F
143'
140'
---
---
140'
mot•`w'
Steel
Nu o Corry nr
2
s,+wwu«
>100'
>100-
----
----
LIFT STA N
LotLA,F
59,
29'
-----
-
Sao.
mom,( w
— ——
cr.
Fandwm
Q $
l 61 '
---
_ --
'P m• r a
•PUW r FL
hgn w« Moma
C" Drug
—
----
— _--
PurV Mom A MP"
r cu" VaP.cenrrs P.NornFd by
NFmnkf.
BENCH MARK
Loouan.w Mwpooi;
finish Floor Garage
A.wrnW Eunwrr:
FL
672.0
Engineer's Stamp
rP�E,OF Alq %%
S1.•' 'fgll
s
-'
Inspections performed by: Dee••Hicth Dates: 1" t-i-na
s
f TH *
2nR_76_OS
/ .... .. .. . ... ... /
/.
Development Services Department Approval
..... . .. ......�
�� �:• CEL „10 �;r
Reviewed and approved by:
Reviewed r pPDate: I
CE -580 . 4r
^
�� /�•,��
•,��=
Permit No.
Page 1 of 5
yy,0, 05684
Municipality of Anchorage 11 /23/05
Department of Health and Human Services Date
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 198850 • Anchorage, AK 99519-8850 • Tel: 343-4744
On—Site Wastewater Disposal System/Well Inspection Report
Legal Description: LOT 8. BLOCK 1, TUXEDNI PARK HEST PID No.041-022-44-000-06
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 4
2. USE TRENCH SYSTEM
3. ASSORBTION AREA = (# SEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
_ (4)(150) = 500 SF REQUIRED
1.2•
4. TRENCH LENGTH=
DEPTH OF GRAVEL = 5' (ACTUAL)
LENGTH OF TRENCH = (58.4 ACTUAL)
TOTAL AREA USED = 584 SF (ACTUAL)
PERCOLATION RATE
PIT & TRENCH
APPLICATION RATE
MOUND do BED
APPLICATION RATE
RECORD DRAWING
MIN/INCH
GPD/SF
GPD/SF
0-1
NOT SUITABLE
NOT SUITABLE
1-5
1.2
0.8
6-15
0.8
0.5
16-30
0.6
0.4
31-60
0.45
0.3
GREATER THAN 60
NOT SUITABLE
NOT SUITABLE
FILTER LAYER
1.0
.7
�.. w j ... a
Page 2 of 5
Permit No. W.O. 05684
Legal Description: LOT 6, BLOCK 1, TUXEDHI PARK HEST Date 11/23/05
NOTES:
1 ALL CONSTRUCTION WAS IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS
OF THE MUNICIPAL CODE AS CURRENTLY AMENDED.
2 INSTALLED NEW 1,250 GAL, 2 CHAMBER, STEEL SEPTIC TANK.
3 ALL PIPE IS PVC CONFORMING TO ASTM D3034. MINIMUM SOIL
COVER IS 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK.
4 GEOTEXTILE WAS PLACED OVER TOP OF SEPTIC ROCK.
5 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
6 FILL MATERIAL WAS SLOPED TO DRAIN AWAY FOR FIELD.
Permit No. Page 3 of 5
Municipality of Anchorage
Department of Health and Human Services Date 11/23/05
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-4744
On—Site Wastewater Disposal System/Well Inspection Report
Legal Description: LOT 6, BLOCK 1. TUXDNIE PARK WEST SUBDIVISION
NOTE:
THE SLOPE OF THE GROUND WELL
50' WESTERLY OF THE
SEPTIC SYSTEM IS LESS THAN 20%.
RES
LED 58.4 L.F. 0 _ — I I' fi7R RVE IRE
DEEP LU, 6, \ /`
r i l i I BLOCK 1 1,
r I i
' i
r//
� I i j/ � I I � � HOUSE ( <,
® CO NST SE CI T 5 K ! CO USTNRDUCR7ION
NSTALLE I I NI L I \
COPOSIN UNDATION
i'n o o *
PLAN VIEW 0 . . ;
. ..............
, .DENNIS D IGH,• ♦
-ze, CE 5 7 A'
RECORD DRAWING DATE'•% 3
W.O. 05684 1 SCALE: 1" 30' C. FlLE 684SST4D
Permit No. Page 4 of 5
Municipality of Anchorage
W.O. _05684
Department of Health and Human Services Date II /23/05
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 6, BLOCK 1, TUXDNIE PARK HEST SUBD. PID No. 041-022-44-000-06
56.37' 10' 13.63' 58.43'
HOUSE
BFF= FOUNDATION C.O.
2'
NSTALL 2• INSULATION
4' PERF.
RAINPVC M.T.
FROM C.O.'S C.O. FINISH CLEAN OUT
DRAINHOUSE GRADE END OF
4' PIPE RENCH
SEPTIC
INV. TANK
*ALL ELEVATIONS ARE TO INVERT OF INV'
PIPE UNLESS OTHERWISE NOTED
\644L9 joTrom-
OF NCH
PROFILE
SCALE: NTS
OFAZ,444♦
*: • H •�*
.DE IS HI;
s '. CE 807
44 rP^•.�••.....•.•\�
RECORD DRAWING ;
DATE
wior.c_mv,o,
Permit No. '
Page 5 of 5
Vy,p, 05684
Municipality of Anchorage 11/23/05
Department of Health and Human Services Date
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 198850 • Anchorage, AK 99519-8650• Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 6, BLOCK 1. TUXEDNI PARK HEST PID No. 041-022-44-000-06
ORIGINAL GROUND
-Vol. 9" FROZEN ORGANIC MAT
1 jj.
•% REDDISH BROWN ORGANIC
2 : SANDY SILT
to
3
GEOTEXTILE FABRIC
4" PERFORATED PIPE
5 :,�•
6 .,..:.
CRAY GRAVELLY SAND, CLEAN,
7 _ TRACE OF ROCK TO 3"
•:;. y� OCCASIONAL BOULDER TO 12" O
8 `t '. ; ' SEPTIC ROCK PER
' M.O.A. SPECIFICATIONS
10
12i
13
Z ''TO SEASONAL HIGH
14 NO WATER TABLE i0 �
WATER LEVEL
15 RECORD DRAWING
,;.,:
16 OFAt
17
•
18 B.O.T. ;. :.. •.. ...... •�*,%
TO BEDROCK OR ;DEN •S D IGH: •• i
TRENCH SECTION IMPERMEABLE LAYER ♦ s•:• CE 5807 •.•• Ar
SCALE: NTS DATE ,e`•�f:�t�'�?
084SSTM
ALPINE DRILLING & ENTERPRISES
Permit Number: #SW050254 Date of Issue: 7-26-05 Parcel Identification Number: 041-022-44
Date Started: 8-10-05 Date Completed: 8-10-05 Is well located at approved permit location? ® Yes ❑ No
Legal Description: Tuxedni Park West Blk 1 U 6
Property Owner Name & Address: Dennis Ahrens
3850 Dehvood Place
Anchorage. Alaska 99504
Borehole Data:
Soil Type, Thickness & Water Strata
Depth (ft)
From To
Method of Drilling ® air rotary ®cable tool
Casing type: steel
stick-up
0
2
Wall Thickness: X50 inches
silty sandy gravel
2
15
Diameter: ¢ inches Depth: 100 feet
silty sand
15
27
Liner Type:
silty sandy gravel
sand
gravelly silt
silty sandy gravel wet
27
51
59
63
51
59
63
81
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 0 feet
pumping level: 226 feet after
,? hourstun in 0
P P S 2 gPm
gravelly silt
81
96
Recovery Rate: 20 gpm
bedrock
96
226
Method of Testing: airlift
Well Intake Opening Type:
❑ Open End ® Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Startfeet Stopped feet
Grout Type: benlonite granules Volume: 1 br
Depth: Start0 feet Stopped 2 feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchoragwe AK 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SWO50254
Date Issued: Jul 26, 2005
Expiration Date: Jul 26, 2006
Parcel ID: 041-022.44
Legal Description: TUXEDNI PARK WEST SUBDIVISION BLOCK 1 LOT 6
Design Engineer: 0060 DHI Engineering Site Address: NHN ATELIER DRIVE
Owner Name: DENNIS AHRENS Lot Size: 115215 SO. FT.
Owner Address: 3850 DELWOOD PLACE Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99504 -
This permit is for the construction of:
Q Disposal Field ❑.r Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received B . Date:
Issued By. Date:
w. 0. osccyy
Municipality of Anchorage
Baa s,
• �- Development Services Department
Building Safety Division"+ ea
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 041-022-L4y. Permit Number SW
Property owner(s) Dennis Ahrens Day phone 333-0896
Mailing address (1) 3850 Delwood Place
Mailing address (2) Anchorge, AK. 99504
Zip Code
Legal description (Lot, Block & Sub'd.) Lot 6, Block 1 , Tuxedni Park West
Legal description (Section, Township & Range) Sec. 6, T1 2N, R2W S.M.
Lot Size2=64 115, a IS Acrel Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well ® Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
that the above information is correct. I further certify that this application is being made for a
'amity Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property Kn/r or authorized agent)
Permit Fees: Waiver Fees:
Date of Payment: - 2 — O S Date of Payment:
Receipt Number: / +Z G 3 Receipt Number:
(Rev. 12100)
Permit No.
Municipality of Anchorage
Department of Health and Human Services
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 198850 • Anchorage, AK 99519-8650 • Tel: 343-4744
On—Site Wastewater Disposal System/Well Inspection
Page 1 of 6
W.O. 05684
Date 5/16/05
Legal Description: LOT 6. BLOCK 1, TUXEDNI PARK HEST PID No.
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 4
2. USE TRENCH SYSTEM
3. ABSORBTION AREA (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
_ (4)(150) = 500 SF
1.2'
4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL)
IF DEPTH OF GRAVEL = 5'
THEN LENGTH OF TRENCH = 50.0'
PERCOLATION RATE
PIT do TRENCH MOUND do BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
GPD/SF
GPD/SF
0-1
NOT SUITABLE
NOT SUITABLE
• 1-5
1.2 1
0.8
6-15
0.8
0.5
16-30
0.6
0.4
31-60
0.45
0.3
GREATER THAN 60
NOT SUITABLE
NOT SUITABLE
FlLTER LAYER
1.0
.7
Report
s
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
On—Site Wastewater Disposal System/Well
Legal Description: LOT 6, BLOCK 1, TUXEDNI PARK WEST
i
N
\N LOT 7
I I VACANT LOT
LOT 9 N 1 r
I I / PROPOSED
/ RESIDENTIAL
I I 'cb• WELL
I I / '`�cPROjF
I//
/ � I LOT 6
1 I PROPOSED / 92.7'
ABSORPTION
LOT 8 I I Ld FIELD do TAN
I 1 ~ OUSE
II o
11
11
II
II
I
I
LOT 5
VACANT LOT
I
II
Page2 of 6
Date 5/15/05
Inspection Report
L0
I-
0
41* ucc I •
CE 580 1
♦ r
� �R7' �Mess+�.•
DATE 1 �....•T.ze
105684 I F.B. NO. I SCALE: 1' 100'---]C. FILE 684SST3D
Permit No. a
Pe 3 of 6
Municipality of Anchorage 9
Department of Health and Human Services Date 5/16/05
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-4744
On—Site Wastewater Disposal System/Well Inspection Report
Legal Description: LOT 6, BLOCK 1. TUXDNIE PARK WEST SUBDIVISION
NOTE: rnvr W QCU
THE SLOPE OF THE GROUND WELL
WITHIN 50' WESTERLY OF THE
11 1 J
SEPTIC SYSTEM IS LESS THAN 207.
RE f R
SERE (A '0FORIFUTURE FA �.
I LOT 6
SYSTEM
INSTALL 50 LF. Cp 1 I I I BLOCK 1 A
DEEP TRENCH ►�
/ MIN.
� / y
I' j��A_l 1;25C I �o
I��VIE.
I I I F ?�V�� 1
Co L1 • ! � // ���
INSTALL
INSTALL ' �O• FOUNDATION I
O'SSIN6 + 0'1 4i
CO
OFAt �♦♦
p.•. .;45�♦♦
N L♦i
•:fir
PLAN VIEW
;DENNIS EE H'
sem:• CE 5807 i
� Fiofess�.�
DATE 1�lk�����7'.LG
W.O. 05684 rV/tE 7-tb-ctf SCALE: 1" 30' C. FILE 684SST4D
Page 4 of 6
Permit No. W.O. 05684
Legal Description: LOT 8, BLOCK 1, TUXEDM PARK HEST Date 5/16/05
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 1,250 GAL. 2 CHAMBER SEPTIC TANK AS SHOWN ON THE DRAWINGS. RECORD INLET AND OUTLET
ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON UNDISTURBED NATIVE SOIL
3 SITE TOPOGRAPHIC SURVEY CONDUCTED BY DHI. EXISTING STRUCTURES, WELLS, SEPTIC
SYSTEMS OBSERVED WITHIN 200 FT. OF THE 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, WATERWAYS,
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 CONTRACTOR TO 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 THE SEWER ROCK. 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 COMPLET.
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 TE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT.
THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS.
8 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.
9 EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL SCARIFY SIDEWALLS. RECORD
ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL
NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF
THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL
10 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL
OR SPOILS FROM EXCAVATION. LEVET. ROCK SURFACE TO t 1' PRIOR TO INSTALLING THE PERFORATED PIPE.
11 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER -APPROVED EQUAL MINIMUM SOIL
COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY
BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. (SEE NOTE 12)
12 ALL INSULATION BOARD SHALL BE 2' THICK DOW HI -35 INSULBOARD OR ENGINEER -APPROVED EQUAL
CENTER INSULBOARD WIDTH OVER SEPTIC TANK.
13 GEOTEXTILE SHALL BE MIRAFI 1405 OR ENGINEER -APPROVED EQUAL LAP ALL JOINTS 2' MIN.
14 COVER THE DISTRIBUTION PIPE WITH MIN 2' SEWER ROCK, AND COVER WITH CEOTEXTILE BEFORE PLACING
INSULATION AND BACKFILL
15 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
16 SLOPE ALL FILL MATERIAL TO DRAIN AT 2X 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.
Permit No.
Page 5 of 6
Municipality of Anchorage W.O. 05684
Department of Health and Human Services Date 5/16/05
ENVIRONMENTAL SERVICES DIVISION
P.O. Boz 196650 • Anchorage, AK 99519-6650 • Tel: 343-4744
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 8, BLOCK 1, TUXEDNI PARK HEST PID No. •
ORIGINAL GROUND
,�,h','
9• FROZEN ORGANIC MAT
REDDISH BROWN ORGANIC
2
SANDY SILT
P
GEOTEXTILE FABRIC
4-----
r�?
4" PERFORATED PIPE
6
CRAY GRAVELLY SAND, CLEAN,
"
TRACE OF ROCK TO 3'
• •''
`
OCCASIONAL BOULDER TO 12'
O
•
Ln
`�
B
.•.
;.,�, :•.•
SEPTIC ROCK PER
g
M.O.A. SPECIFICATIONS
12
•'
13
e
NO WATER TABLE io
i TO SEASONAL HIGH
14
WATER LEVEL
15
t;
16
�<K::::
•• F. OFAI �*4
17
00
18
B.O.T.
TRENCH SECTION
TO BEDROCK OR
IMPERMEABLE LAYER
��� ;DENNI D l� i
1��s.,••C s8 •�
SCALE:
NTS
••�
Ee;� •':'
DATE
DHI CONSULTING ENGINEERS
800 E. DIMOND BLVD. SUITE 3-545
ANCHORAGE, ALASKA 99515
SOILS LOG—PERCOLATION TEST
TEST HOLE LOG #6
PERFORMED FOR: ROGER CREMO DATE PERFORMED: 4/08/03
LEGAL DESCRIPTION: LOT 6 BLOCK 1 TUXEDNI PARK WEST W,D,, 02558
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
9' FROZEN ORGANIC MAT
REDDISH BROWN ORGANIC
SANDY SILT
CRAY GRAVELLY SAND, CLEAN,
TRACE OF ROCK TO 3'
OCCASIONAL BOULDER TO 12'
B.O.T.
SLOPE
DENt S Ddf�tlGh1 i
"CE 6 ;',p,
t4 ♦
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED 4 NO L
IF YES, AT WHAT 0
DEPTH v P
DEPTH OF WATER E
AFTER MONITORING 4 NO WATER DAA. 4/23/03
00m®
mm
PERCOLATION RATE:Sal_(MINUTESANCH.) PERCHOLE DIAMETER: 6*
TEST RUN BETWEEN: - 4 FT AND 4.5 FT.
COMMENTS SOILS PRESOAKED PRIOR TO STARTING TEST. NO WATER FOUND APRIL 2005 THRU JULY 2005
PERFORMED BY: L DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE
scHAnu� I iNc 558STR06