HomeMy WebLinkAboutT12N R2W SEC 31 N2SE4SW4T12N R2W
Sec. 31
N 2 SE4 SW4
#042-091-42
Iµ
Municipality of Anchorage_4' a
Development Services Department
- Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page I of 2
wifth i. anchorage. ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: S W 03 03 7dr PID Number: OW 2 - 09 / - It 2
Name
TC17 Td!(e�rF .ran J`roare
Wastewater System: ® New ❑ Upgrade
Y P9
Address: lSS"&S N ew c(J Prwe 99s -14!r
ABSORPTION FIELD
Phone: Number of Bedrooms:
3 y 8 - a z17 y
aOeap Trench ❑Shallow Trench ❑ 8atl ❑ Mound ❑ other*
Sol Rating: -
Total Depth from original grade.
LEGAL DESCRIPTION
1.2 GPDIFIs
—7.0 Fl.
Block Lot' Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath ppuds:
P1 t�R S (�Y $ W V
2.3 A.
1. 7 FL
Township. Range: - Section:
3/
Fill added above original grade:
0-S
Gravel Length:
S y•S
12.N Q4/
FI.
Fl.
Well: ® New ❑ Upgrade
Gravelwidth:
12
Number of lines:
I
Distance between lines:
Ft.
Ft.
Classi5(r�auon (Pnvete. A B. C):
Total Depth:
Cased to:
Total absorption area:
G
Pipe Material: F -p r pl rf
PrL"Ce f'L
39/ FI.
ZO Ft.
.i 1 Ftr
JD -;o 7Y
Driller
/11 tnG
Date Drilled:
7/'I/oy
Sialic Water Level:
163 Ft.
Installer.
owner'
Dale Installed:
9/1(S/G73
Yield_
Pump sal al:
Casing Height Above Ground:
TANK
r GPM
Fl.
2. FL
SEPARATION DISTANCES
fig septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public(Private
Sewer Line
Manufacturer.
Ppi-emu Cr- P/o,r tics
Capacity
1300 Gal.
-��
welr"i 'f`
>I6V
>160
'
'
>2SI
Melanie:
Poly e!'v+
Number of Compartments:
SuRaca Water
7 (/f(/r
' ((,br
LIFT STATION
Size:
Manufacturer
Lot Line
> ((JV1
' LCV,
Gal.
-
'Pump on' level al:
'Pump oM level at:
High is, alarm al:
Founoswn
- 7
in,
in.
in.
Pump Make 8 Model
Electrical Inspections performed by: -
Cunam Drain
—
^
Ramarka
5 t�nF naf cennGcJUrs( ,{a
BENCH MARK
Location a��ndlI D__escRPlion:
LL L } / ff��
//O Ul tYf T/M( Ur fKi�l/Q rI �/>,
L
�O rILM O•F jap(In p` SeCE"
Assumed Elevation:
+rV//afebn
(L 11 ndl- In Q.1- o'IIe! O� �
/�
OT Mgln Ctrl OO' 466 r %00.0 FI.
P �T /• un �euoc%rr Ya+d nl/JOr 7�c6':
-
Engineer's Stamp
JIVb//��i cto( aet[nf �' SP iit ida�'-
r . e e N
-t 5
4 ,. /: +
Inspections performed by: Ic(a¢fo� 70c-/2Svc Dates: 1a` 9/0,510-T
2 n 9/16-/03�[�L,�2ii,.._
L�aoa spas eoruaoeese eieH•♦�a
�°-rP°•O "e-`•e'L•'
Development Services Department Approval
000,`6
I i CiJ4'F
F WORE
`3
Reviewed and approved b (� Date: 3 Zo
PP Y �.r ���/z
Re✓ z6ge)y
PERMIT NO: SW030376
PID NO: 042-091-42
SWING TIES:
FROM: COR. "A" COR. "B" COR. "Z"
TO.
S.T. C.O. "C" 24'
10,
S.T. C.O. "D" 27'
10'
DBL. C.O. "E" 29'
11'
TR. M.T. "F"
53' 64.5'
TR. C.O. "G"
60' 59.5'
PLAN VIEW
SCALE: 1" = 30'
1300 -GALLON
POLYETHYLEI
SEPTIC TANK
2' SOIL
COVER
INV. 1300 -GALLON
96.5• POLYETHYLENE
SEPTIC TANK
PROFILE VIEW
NOT TO SCALE
INS.
"E"
T.H.
«�#2
R EPLRCEn cNT
TREAICm fire
I
PAGE 2 OF 2
N 1/2, SE 1/4, SW 1/4,
SEC. 31, T12N, R2W
"F"
INS.
96.3'
BOTTOM
T.H. #1
ELEV.84.T
M.T. DRY
'
9/15/03
54.5 -FOOT LONG
SOIL ABS. TRENCH
W. 4.7' EFF. GRAVEL
!I
N
���•` �Y.:^:-.�'....� .viii:
�THF.GGG?r E MOOgF �•
CE -1489
2' SOIL COVER
1'
TRENCH ELEV. 91.4'
N1/2, SE1/4, SWI/4,SEC.31, T12N, R2W, S.M.
SEPTIC SYSTEM INSTALLATION
AS -BUILT INSPECTION REPORT
FLATTOP TECINICAL SERVICES
14530 ECHO STREET
ANCHORAGE, ALASKA 99516
SCALE: AS NOTED
DRAWN BY TFM
OCTOBER, 2003
Municipality of Anchorage
T Department of Health and Human Services
825 OL" street
Rick Mystrwn
P.O. Box 196650 Anchorage , Alaska 99519-6650
Mayor httP:/A ww.ci.snchor ge.ak.us
Permit Number: #SW 30376 Date of Issue: 9-15-03
Date Started; 6-0q P Parcel Identification Number: (l --P-91-42
�_ Date Completed: 7-7 4
Legal Description: T 12 N R W S9c 311N2 SE 4 SW 4 ocated at approved permit location? 0 -yes ❑ No
Property Owner Name & Address: Jen Jolliff & Ian Moore
15585 Newell Drive
Borehole Data:
Soil Type, Thickness & Water Strata
Stick up
gravelly silt
Bedrock
280 H2O 1 gpm
370 H2O 3gpm
Depth (ft)
From To
0
2
3
2
3
Method of Drilling ® air rotary ❑ cable tool
Casing type: feel
Wall Thickness: .25o inches
Diameter:,¢ inches Depth: 20 feet
391 b Liner Type:
Diameter, inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): iG3 feet
Pumping level: 391 feet after
r? hours pumping 4 gpm
Recovery Rate: 4 gpm
Method of Testing: gLyft
Well Intake Opening Type:
❑ Open End ® Open Hole
❑ Screened Start feet
❑ Perforations Start feet
Grout Type: bentonite # 8
-- II Pump: Intake Depth
size hp Brand
feet
Stopped feet
Stopped feet
Volume: I
feet Stopped.? feet
Well Disinfected Upon Completion? ® yesoN
Method of Disinfection: chlorine tahWo
Comments:
Well Driller. Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
.�..._�.. a .._...._....._ �._. _:..•_ .� ,.__ .�._.....�..•...
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
Cil 1S/D3 mar
fcfp co/n) q 1z
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Renewal
Permit Number: SW030376
Legal Description:T12N R2W SEC 31 N2SE4SW4
Design Engineer: 0019 Flattop Technical Services
Owner Name: Jen J011iff & Ian Moore
Owner Address: 15585 NEWELL DRIVE
Anchorage , AK 99516-6925
Date Issued: Sep 15, 2003
Expiration Date: Sep 14, 2004
Parcel ID: 042-09142
Site Address:
Lot Size: 871200 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.,
❑✓ Disposal Field Q✓ Septic Tank Holding TankPri
❑ "Y Q Private Well El Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 catling
(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 By.
Issued By
a— Date:__g Il rtf � ?
• Date: /
\ Municipality of Anchorage
�1 Development Services Department
Building Safety Division - -inn
On -Site Water and Wastewater Program ,
4700 South Bragaw St. 3 • <'
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904 ENE
ON-SITE SEWER/WELL PERMIT APr;,uCATIGN
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 4ermit Number SW O 3d 3%6
Property owners) .:kn 1�1F�.��\\� £ =Q!1 /t7oOfe Day phone
Mailing address (1)_L5 -';'-8!5'
Mailing address (2) Zip Code %2S/(�
Legal description (Lot, Block & Sub'd.)
Legal descrition (Se tion, Township & Range)
� ) I TM
Lot Size_ F .., Acres q.Ft.
THIS APPLICATION IS FOR:
Number of Bedrooms
Sewer Only
❑
Well Only
❑
Sewer and Well
0'
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Permit Fees:
or authorized agent)
Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: L1 I Zy C—�Receipt Number:
(Rev. 12:00)
✓moi
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Renewal
Permit Number: SWO10374
Legal Description: T12N R2W SEC 31 N2SE4SW4
Design Engineer: 0019 Flattop Technical Services
Owner Name: Jen Jollies & Ian Moore
Owner Address: 16335 Golden View Dr.
Anchorage , AK 99516 -
Date Issued: Sep 17, 2001
Expiration Date: Sep 17, 2002
Parcel ID: 042-091-42
Site Address:
Lot Size: 871200 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.
❑ Disposal Field 0 Septic Tank ❑ Holding TankPrivy ❑ 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 By:
Issued By:
Date: _Q / 1 d / 01
Date: —
Municipality of Anchorage
• Development Services Department °
Building Safety Division
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 SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 01/ ? -()9 / _ qp Permit Number SW 10374
Property
Mailing address (1
Mailing address 12, Zip Code
Legal description (Lot, Block & Sub'd.) _ i�
Legal description (Section, Township & Range) 7/zi1/R7" sF� �l A
JZS F vsa,y
Lot Size o Sac rrsAcresl �Q7�?� Number of Bedrooms L�
in y /cis ijk" aE»ip �s
THIS APPLICATION IS FOR: one
09 \0 1L &_,N M rivi� �. ��7
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
1■■
Ed
Well Only
Water Storage
Jacuzzi
Water Softening Unit
I
G
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Date of Payment:
Receipt Number:
(Rev. tz/oo)
owner or authorized agent)
Fees:
Receipt Number:
El
..
❑
El
Well Only
Water Storage
Jacuzzi
Water Softening Unit
I
G
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Date of Payment:
Receipt Number:
(Rev. tz/oo)
owner or authorized agent)
Fees:
Receipt Number:
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW000375
Legal Description: T12N R2W SEC 31 N2SE4SW4
Design Engineer: 0019 Flattop Technical Services
Owner Name: Jen Jolliff & Ian Moore
Owner Address: 16335 Golden View Dr.
Anchorage , AK 99516.
Date Issued: Sep 13, 2000
Expiration Date: Sep 13, 2001
Parcel ID: 042-091-42
Site Address:
Lot Size: 871200 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.
Q✓ Disposal Field 0 Septic Tank Ej Holding Tank Ej Privy a 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 (1BAAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 (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 By:
Issued By:
Date: 91`r/�
Date: — a
L SERVIGES.:-
CIVn.3 ENVIRONMENTAL ENGINEERING • ENERGY CONSERVADON & A.NALySIS
THEODORE F. MOORE, P.E.
PH: (907) 345.1355 14530 ECHO ST.
September 8, 2000 ANCHORAGE, ALASKA 99516
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to construct wastewater disposal facilities on the N %,, SE 1/4, SW %, Sec. 31, TI 2N, R2W, S.M.
Soils logs, pert test results, a site plan, design drawings and specifications are enclosed for your review.
The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil
log, the native material between 2' and 7' below ground level is a somewhat silty gravel with a
measured pert rate of less than 1 minute per inch. The presence of a significant silt fraction in the
underlying soil should ensure adequate filtration before septic effluent encounters bedrock. Using the
soil application rate of 1.2-gpd/sq. ft. specified in the wastewater ordinance for soil with a pert rate of
less than 5 minutes per inch, this proposed 4- bedroom residence requires a total absorption area of
(4xl50)/l.2 = 500 square feet. The proposed 50 -foot long trench design with an effective gravel depth
of 5 feet has a total absorption area of 500 square feet.
The topography of the lot in the area of proposed construction slopes downwards towards the north-
northwest at approximately 20%.
This is an extremely large lot and thus the proposed project will have no significant impact on
present or future water supply and wastewater disposal systems serving adjacent properties, nor will it
have any significant impact on reserved space -surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
N 1/2, LOT
S 1/2, LOT
INSTALL
1250 GALLON
p SEPTIC TANK
c�
.6" Oj m
THEODORE F. AaooRE - 4
CE -3589
,yy•••«•.••� E
N 1/2, SE 1/4, SW 1/4,
SEC. 31, T12N, R2W
PROP.
BLDG.
T.H.; SITE FOR
2 -
REPLACEMENT
TRENCH
CONSTRUCT___-_---
50'LONGTRENCH-------
W. 5.0' EFF. GRAVEL ;
S 1/2, SE 1/4, SW 1/4,
SEC. 31, T12N, R2W
NOTE: THE CONTOURS SHOWN IN THE VICINITY
OF PROPOSED CONST. HAVE AN INTERVAL OF 10'
N 112, SE 114, SWIM, SEC. 31, T12N, R2W, S.M.
PROPOSED WELL AND SEPTIC SYSTEM
SITE PLAN
FLATTOP TECI OWICAL SERVICE
S
14130 ECI10 STREET INCH = 200 FEET
ANCIIORACE, ALASKA 99516 DRAWN BY TFM
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
PROP.
WELL
-" SITE
rJ
I 1p0
S 1/2, SE 1/4, SW 1/4,
SEC. 31, T12N, R2W
NOTE: THE CONTOURS SHOWN IN THE VICINITY
OF PROPOSED CONST. HAVE AN INTERVAL OF 10'
N 112, SE 114, SWIM, SEC. 31, T12N, R2W, S.M.
PROPOSED WELL AND SEPTIC SYSTEM
SITE PLAN
FLATTOP TECI OWICAL SERVICE
S
14130 ECI10 STREET INCH = 200 FEET
ANCIIORACE, ALASKA 99516 DRAWN BY TFM
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
,
S 1/2, SE 1/4, SW 1/4,
SEC. 31, T12N, R2W
NOTE: THE CONTOURS SHOWN IN THE VICINITY
OF PROPOSED CONST. HAVE AN INTERVAL OF 10'
N 112, SE 114, SWIM, SEC. 31, T12N, R2W, S.M.
PROPOSED WELL AND SEPTIC SYSTEM
SITE PLAN
FLATTOP TECI OWICAL SERVICE
S
14130 ECI10 STREET INCH = 200 FEET
ANCIIORACE, ALASKA 99516 DRAWN BY TFM
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
C.O.
1
n
4"D-3034 WASTE LINE FROM
FDN. C.O. AT HOUSE
INSTALL 1250 GALLON_
SEPTIC TANK
4" DIA F-810
PERF PIPE
3
`r
«A„ �..�.
DBL.
50 M.T.
PLAN VIEW
SCALE: 1" = 10'
,---- CLEANOUT
/--MONITOR TUBE
/_3' SOIL COVER
�- ORIGINAL GROUND
FILTER FABRIC
4"F-810 PERF DIST. PIPE
21R" SEWER GRAVEL
"�- BOTTOM OF EXCAVATION
CROSS-SECTION "A - A"
SCALE: 1" = 5'
CONSTRUCT 50 -FOOT LONG
SOIL ABSORPTION TRENCH
W. 5.0' GRAVEL BELOW PIPE
.tx.:i. ill. itI L•r TT��
Tit
1.4 -,. THEODORE F. mooRE
A CE -3!a9 -.*,*j
1/2, SE 1/4, SW 1/4, SEC. 31, T12N, R2W. S
SEPTIC SYSTEM INSTALLATION
PLAN AND CROSS-SECTION
FLATTOP TE•CI WICAL, SERVICES I SCALE: AS SIIOWN
14530 ECIIO STREET DRAWN BY. TFM
ANCHORAGE, AIC, 99516 SEPTEMBER, 2000
Tnattop 7echnicafServices
14530 Echo Street, flnchorage, AX 99516
(Phone (907) 345-1355
N''/:, SE'/., SW �/4, Sec. 31, T12N, R2W, S.111.
Accessed from Clarks Road
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project consists of installation of a 1250 gallon septic tank which discharges
effluent into a 50 -foot long soil absorption trench with a total of 5.5 feet of sewer gravel.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform with Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading
after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the
construction.
2.0 Septic Tank:
2.1 The new 1250 gallon, 2 compartment septic tank shall be Municipally approved and shall be set
level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a
4" cleanout. If the tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial
type, rigid insulation.
2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4"' per foot, and the
waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot.
A cleanout shall be installed within 1 - 4 feet of the building foundation, and a double cleanout shall be
installed within 5 feet downstream of the septic tank.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating a 50 -foot long trench to a depth of
7 feet below ground level in the approximate location shown on the site plan.
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration.
3.3 A total of 5.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level such that the pipe inverts are no less than 5.0 feet above the
bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing
the #200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A
minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less
than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the
gravel, in addition to the filter fabric.
3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation of all areas disturbed by the construction.
4.0 Inspections:
4.1 A minimum of 4 engineering inspections will be required during the course of the project: (1)
initial stakeout with the contractor to establish the location of the system and to discuss the plans,
specifications and construction procedures, (2) after the native material has been excavated to expose the
infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test
information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected
up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and
grading is complete. The septic tank requires one inspection after it is set level and the piping
connected, but prior to backfill. This inspection may be incorporated with any of the above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
TEST HOLE # 1
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: N Jt2 E 1/4. S,V(](9_$ec_2l T12N R24";_S,h•
DATE PERFORMED: August 17 1999
PERFORMED FOR: Ian Moore and JenniferJogiR
[Al
SM Reddish sandy loam
GP/GM Rounded, somewhat silty gravel
Loose, easy digging
Indistinct transition
GP/GM Angular silty gravel
Dense, but easy digging
B.H. Bedrock
SLOPE
120%
;%%, V1- k1k 16
%` t l •••"
�.�J CTHIN •;•�
v h
ie;;l�r...�' :w
• : TH.CDO.'.E F. WORE
SITE PLAN
Oen
Date Reading
8/17 Presoak
Clock
Time
Net Time
(minutes)
ft
9
Add water 8 sta_ rt
01
water
#2
d water3:14:18
#3
3:11:05
3:1:05
3:12:45
3:13:45
3:15:18
1
1
1
;%%, V1- k1k 16
%` t l •••"
�.�J CTHIN •;•�
v h
ie;;l�r...�' :w
• : TH.CDO.'.E F. WORE
SITE PLAN
Oen
Date Reading
8/17 Presoak
Clock
Time
Net Time
(minutes)
Percometer
Reading
Net Drop
(Inches)
Add water 8 sta_ rt
01
water
#2
d water3:14:18
#3
3:11:05
3:1:05
3:12:45
3:13:45
3:15:18
1
1
1
233/8
18
23 /8
18-1/2
338
181/2
3/8
47/8
u PERCOLATION RATE <1 (minutesArich) PERC HOLE DIAMETER 61•
TESTRUNBETWEEN 5.75 FTAND 6.25 FT
COMMENTS: The signficant sift content in the material below 7' will slow the oerc rate enough to oroNdeAood filtration.
Recommend trench design with 5 0' effective gravel between 2' and 7' below ground level.
PERFORMED BY FLATTOP TECHNICAL SERVICES. 1?� ir[CERTIFY THATTHIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ��Fszo Oo
TEST HOLE #2
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: N 1/2 E 1/4 cW 7/4_SeC
DATE PERFORMED: August 17 1999
PERFORMED FOR: Ian Moore and JenniferJollitf
PL SLOPE
GP/GM Rounded, somewhat silty gravel
Loose, easy digging
20%
Indistinct transition
GP/GM Angular silly gravel
Dense, but easy di,
B.H.
Depth to Grcundvater I Date
Date Reading I Clock
Time
v"^~ Q 4 14
P;CCCO.5 F. MC0.q!� �
SRF DI au
Net Tune Percometer I Net Drop
(minutes) Reading (Inches)
PERCOLATION RATE «1 (minutesAneh) PERC HOLE DIAMETER 6..
TEST RUN BETWEEN 5.0 FT AND 5.5 FT
PERFORMED BY FLATTOP TECHNICAL SERVICES. I
ACCORDANCE WITH ALL STATE ANDMUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
ERTFY���� 72-0c"=PERFORMEDIN
t.EP-12-2003 02:48 PM
GIMME DAT HAT
907 348 0237
Ian Moore and Jen Jolliff
15585 Newell Drive
Anchorage, AK 99516
'. 348-0237
MOA Development Services Department
building Safety Division, On -Site Water and Wastewater Program
4700 South Bragaw St., P.O. Box 196650
'4nchorage, AK 99519-6650
RE: Letter of Intent to 'owner -build' Septic System
P.01
September 12, 2003
Per your request, I am writing to advise you that I intend to perform the construction work on ray
ieptic system installation under the supervision of my engineer. I have done every stage of the
tonstruction of my home and am confident in my abilities to meet the municipal standards. I have
pot constructed septic systems at other homes in the past and have no intention of installing others in
khe future.
The location of my property is as follows:
(Legal Description: Township 12N, Range 2W, Section 31, N''/: of SE �/. of the SW '/.
!Parcel Tax ID: 042-091-42
!Site Address: 15585 Newel Drive, 99516
I've applied for a renewal of my expired well and septic permits for this lot and hope to begin
;construction as soon as they are issued.
;Please feel free to contact me if you have any questions,
! Ian Moore