HomeMy WebLinkAboutPIONEER ESTATES TR AOnsite File
t00.
0, PROTEC
rlyE WELL —AO US
WE
5.8'X36' BALCONY
HOUSE DETAIL 5.13* -18.8* BALCONY
Scale: 1 _4
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2—STORY RESIDEOC/E
WITH FULL BASEMENT
o
(2) 6'x36' BALCONIES
SEPTICCLEANGUTS
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LOT 5
TRACT A
1,330,056 S.F.
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1 —33' BLM RESERVATION
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30' ROW EASEMENT—,",
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N 89'55'30'E 30.00'— 1
LOT 1
ROCHELLE
AVENUE
30.0o.—
Li
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z
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R=20.00'
10' UnUrr EASEMENT L=31. . 1"'
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—ILM5,30"E.. 1026.8 30..001
RAYMOND AVENUE
PLOT PLAN AS BUILT X SCALE -. 1 200' GRID — NW 1412
Ject No. ------ 20-140/1
---kncharogs, Alaska 99S-1-5-3049
11500 Daryl Avenu ZA
Lang & Associafes, inc. (907) 522-64706' Phone
ken*langsurvey.com
Professional Land Surveyors F 4 4`1
Jonathan0langsurvey.com >�
trov130
ang3urvey.com
I hereby certify that I have surveyed the following described property:
TRACT A. PIONEER ESTATES, (Plot 88-
106 9!H*
Anchorage Recording District, Alaska. and 4
within the property lines and do not encroach at the Improvements situated fherson are
no Improvements on the property lying adja ch onto the property adjacent iherato. that
roach on the suryayed
cent thereto enc
premises and that there are no roadways, transmission lines or other visible KENNETH LANG
.
P M I�
somemerifs on said Property except as Indicated hereon.
OQ
-.
Doted this the Day of of Anchorage, Alaska 4.S........ —520Z X�
..
It Is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision
plot. AECC963
L
ARCTIC PUMP & WELL INC.
Jim Sullivan
PO Box 770197
Eagle River, AK 99577
-� CRYHlIf NATER SY57EYS ,�
SALES z sERYu! - (907) 688-2510
(907) 243-2282
jimL&arcticpump com
Pump Installation Log
Well Drilling Permit Number: OSP 211115
Parcel Identification Number: 05709101000
Date Of Issue: 4/29/2021
Legal Description Pioneer Estates Track A Property Owner Name Address:
skip cheeley
Lot: PO BX 670205
Block: Chugiak AK 99567
Pump Installaion Date:
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturer's Name
Pump Model:
Pump Size:
Pitless Adapter Burial Depth:
Pitless Adapter Manufacturer's Name
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection:
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
Thursday, June 17, 2021
3/18/2021
80 feet
Franklin
5Y 10FRD05P4-2W230
353 TDH
none
u/k
Yes
Chlorine
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water System Permit
Permit Number: OSP211115
Work Type: Well Initial
Tax Code Number: 05709101000
Site Legal Address: PIONEER ESTATES TR A G:1412
Site Mailing Address: 21588 CHEELY'S LN, Chugiak
Owner: CHEELY RYAN D
Design Engineer:
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
Lot Size in Sq Ft
Total Bedrooms:
J-Nent .S
Department
4/29/2021
4/29/2022
1330056
D Private Well ❑ Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
To close out this permit, please submit the following:
1. Well log
2. Pump install log
3. Water sample results for total coliform, nitrates and arsenic.
Received By: Date:
Issued By: t Date:
2
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 057-0,91-01
Property owner(s) /t, Of chee Day phone
Mailing address es t/3 0 Y_ fy .�
Site address 2 C 7 71 Cv cr t ch 79 K �l
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) P 10 N EC- R
ESTATES 'T2 A
Lot Size U 3O, 0 G Sq. Ft. Number of Bedrooms �!_
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑
Initial E
Single Family (SF)
FE
AD U)
Septic Tank
❑
Upgrade El(w/wo
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
FE
Water Storage
❑
THIS APPLICATION INCLUDES
A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signatufe of property
r or authorized agent)
Permit/Rush Fees. a Waiver Fees:
Date of Payment: y a 3 abl >I Date of Payment:
Receipt Number: b' -(`i 2 `l `7 Receipt Number:
Permit No. 0 5 P,211 ( 15 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
100' PROTEC9VE WELL RADIUS J HOUSE, WE
S C A L 1
\---FUTURE WELL
5.8*x36' BALCONY
5.8'08,8' BALCONY
46
0
^A/
2--STOI%'6E.-.SIDENCE
S
OIYA M T
L'
WITH F LL BA;SEZNT
(2) 6'x36' BALCONIES
SEPTIC CLE
'50"E 1079.01'
1
30' ROW EASEMENT ----,'t
I
N 89-55- O,®
�OE
30.00 -,
a, 1'J1k'3'J* M,
LOT 1
-A
I
R=-20.00'
3J10' UfILITY EASEMENT L=31 7
30100' -
RAYMOND AVENUE
PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1
Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
(907) 522-6476 Phone
Registered Land Surveyors (907) 522-4625 Fax
OF A4!��
kon0langsurvoy.com / lonothan*langsurvey.com
I hereby certify that I have surv6yed the following described properly:
TRACT A. PIONEERESTATES. (Plat 88-06) '9
Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the J,
surveyed
promises and that there are no roadways, transmission lines or other visible J
♦va KENNETH G. LAN
easements an sold property except as Indicated hereon.
LS 5202
A0
Dated this the a Alaska
Day of Z, t Anchorage,
fy
It Is th6 responsibility of the owner to determine the existence of any easaments,
covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf.
I Pd
FUTURE WELL
-100' PROTECTIVE WEI.L RADIUS
M
-Co
01
-SEPTIC CLEANOUTS
V)
U-)
Z -
CIO;
CA
0
TRACT A
/-33' BLIVI RESERVATION
1,330,056 Y.
1
30' ROW EASEMENT ----,'t
I
N 89-55- O,®
�OE
30.00 -,
a, 1'J1k'3'J* M,
LOT 1
-A
I
R=-20.00'
3J10' UfILITY EASEMENT L=31 7
30100' -
RAYMOND AVENUE
PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1
Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
(907) 522-6476 Phone
Registered Land Surveyors (907) 522-4625 Fax
OF A4!��
kon0langsurvoy.com / lonothan*langsurvey.com
I hereby certify that I have surv6yed the following described properly:
TRACT A. PIONEERESTATES. (Plat 88-06) '9
Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the J,
surveyed
promises and that there are no roadways, transmission lines or other visible J
♦va KENNETH G. LAN
easements an sold property except as Indicated hereon.
LS 5202
A0
Dated this the a Alaska
Day of Z, t Anchorage,
fy
It Is th6 responsibility of the owner to determine the existence of any easaments,
covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf.
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program, 4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507 Page of
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW�640205 PID Number: 057-091-01
Name:
Ray Cheely
Wastewater System: ❑✓ New ❑ Upgrade
Address:
P.O. Box 670205 Chugiak, AK 99567
ABSORPTION FIELD
Phone: Number of Bedrooms:
688-6201 3
❑Deep Trench Qf Shallow Trench I-] Bed [I Mound EI Other.
LEGAL DESCRIPTION
Soil Rating:
1.2
Total Depth from original grade:
7
GPD/Ftz
Ft.
Block: Lot: Subdivision:
Tract A Pioneer Estates
Depth to pipe bottom from original grade:
3
Gravel depth beneath pipe:
Ft.
4 Ft.
Township: Range: Section:
Fill added above original grade:
Gravel Length:
0-1 Ft.
38 Ft.
Well: ❑ New ❑ Upgrade
Gravel width:
Number of lines:
Distance between lines:
51
Ft.
Fl.
Classification (Private, A, B. C):
Total Depth:
Cased to:
Total absorption area:
Pipe Material:
Not Constructed
Ft.
Fl
380 Ft=
ASTM D3034 PVC
Driller.
Date Drilled:
Static Water Level:
Installer.
Date Installed:
Fl
Owner Installed
9/13-14/2004
Yield:
Pump Set at:
g Height Above Ground:
TFt
TANK
GPM
Fl.
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
ublic/Private
Manufacturer.
Capacity:
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank
1,050 Gal,
Material:
Number of Compartments:
Well
N/A
N/A
N/A
N/A
N/A
Steel
Two (2)
Surface Water
>100'
>100'
N/A
N/A
LIFT STATION
Size:
Manufacturer.
Lot Line
>51
>10'
N/A
N/A
Gal.
"Pump on" level at:
"Pump off" level at:
High water alar at:
Foundation
>5'
>10'
N/A
N/A
in.
in.
in.
Pump Make & Model
Electrical Inspections performed by:
Curtain Drain
None
Noted
Remarks:
Well Has Not Been Constructed at this Time.
BENCH MARK
Location and Description:
House Foundation and Minor Framing Completed. As Built
Top of Foundation.
Assumed Elevation:
to be Resubmitted Once Well and House are Completed.
100.0 Ft.
Inspections performed by: T. Kimbrougn Dates: 1st 9/13/2004
�F $�-�3s'
2nd 9/14/2004
• -. •S,�`j
e
Development Services Department ApprovalP
J
, : Ej g . V4
Conditional Approval Date: �
oy P®®aa ,D4b¢FBo(asoos�omee°^esr
ee.'`��,v;��-�-a/asJosoaaae,'L.,.-'
oe..}•r'
�m
MICHAEL E. ANDERSON
s� •e CE - 4381
sseese
��G
Reviewed and approved by: Date: 3 3 t����
�"?OFESS a I" k'o
J�. Pae
oy ova
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677.-7766 (FAX)'
DATE: March 13, 2012
TO: Jeff Poet
FROM: Mike Anderson, P.E.
SUBJECT: Tract A, Pioneer Estates Subdivision
Septic System Inspection Report and As Built
We have reviewed your comments and made the following revisions concerning the as
built for the septic system on Tract A, Pioneer Estates Subdivision:
1. The surface slope on the tract is virtually flat. The alignment of the absorption
trench was altered slightly from the plan at the installers preference. The
absorption area of the trench is entirely in the gravel material. The alignment of
the trench is acceptable in its current location. In addition, the trench was placed
relative to the location of the test holes. The test hole locations may not have
been exact on the plan design as no survey control was available on the lot at
the time of design.
2. The well is not in at this time. A new permit will be required to place the well.
We have moved back near the originally permitted location.
3. The septic tank is 1,000 gallons. The inspection report has been modified to
reflect this.
4. The owners qualification letter to install the septic system is attached.
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: SW040205 PID No. 057-091-01
12.4
96.7
� F� UU
1,000 Gallon
Septic Tank
E- U U
96.3
93.3
610 Groundwater
83.3 —/
96.5
Finished Grade
Drainfield Rock
38' (Trench Length)
PROFILE AS -BUILT
No Scale
93.3
89.3
100' PR0TEC9VE WELL RADIUS
\---FUTURE WELL
5.8*X36' BALCONY
(2) 6'x36' BALCONIES
I
Aj
2--STOI%'6E.SIDENCE
LL
WITH F LL BASEMENT
HOUSE, WELL, AND SEPTIC DETAILS
SCALE.- 1 "=30'
5.8'08,8' BALCONY
SEPTIC GLEANOUTS
'50"E 1079.01'
1
30' ROW EASEMENT ----,'t
I
N 89-55- O,®
�OE
30.00 -,
-FUTURE WELL
—100' PROTECTIVE WEI.L RADIUS
3C
-SEPTIC CLEANOUTS
TRACT A
BLM RESERVATION 1,330,056 Y.
R=-20.00'
3J10' UfILITY EASEMENT L=31 7
30-00'
RAYMOND AVENUE
LOT 1
�0
v
I
PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1
Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
(907) 522-6476 Phone
Registered Land Surveyors (907) 522-4625 Fax
OF A4!��
kon0langsurvoy.com / lonothan*langsurvey.com
4
I hereby certify that I have surv6yed the following described properly:
TRACT A. PIONEER ESTATES. (Plat 88-06jj)
'9
Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are ......... .........
within the property lines and do not encroach onto the proper roto,
fy adjacent the that
no Improvements on the property lying adjacent thereto encroach on the surveyed
promises and that there are no roadways, transmission lines or other
easements an sold property except as Indicated hereon. V) I KENNETH G. LAN6,--';-' ""N
Dated this the
Day of at Anchorage, Alaska
It Is th6 responsibility of the owner to determine the existence of any easaments.
covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf.
J
jflb
LOT 1
�0
v
I
PLOT PLAN AS BUILT - X— SCALE 1 "=-200' GRID NE 1412 _ Project No. 11 — 10 1
Lang & Assoclafes, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
(907) 522-6476 Phone
Registered Land Surveyors (907) 522-4625 Fax
OF A4!��
kon0langsurvoy.com / lonothan*langsurvey.com
4
I hereby certify that I have surv6yed the following described properly:
TRACT A. PIONEER ESTATES. (Plat 88-06jj)
'9
Anchorage Recording District, Alaska, and th.t the Improvements situated thereon are ......... .........
within the property lines and do not encroach onto the proper roto,
fy adjacent the that
no Improvements on the property lying adjacent thereto encroach on the surveyed
promises and that there are no roadways, transmission lines or other
easements an sold property except as Indicated hereon. V) I KENNETH G. LAN6,--';-' ""N
Dated this the
Day of at Anchorage, Alaska
It Is th6 responsibility of the owner to determine the existence of any easaments.
covenants, or restrictions which do noi appe�.ir an the recorded subdivision plaf.
J
MUNICIPALITY OFANCHORAGE s T f/ 14-10
/'4-10 ¢Development Services Department
Onsite Water 8 Wastewater Program i y)
4700 South Bragaw Street ' 6
P.O. Box 196650, Anchorage, AK 99519-6650 M1 1%J
(907) 343-7904 " 1 1
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW040205
Legal Description: dponeer Estates`frao(A-'
Design Engineer: 0014 Anderson Engineering
Owner Name: Ray Cheely
Owner Address: P.O. Box 670205
Chugiak . AK 99567 -
Date Issued: Jun 18, 2004
Expiration Date: Jun 18, 2005
Parcel ID: 057-091-01
Site Address: 21576 Cheelys Lane
Lot Size: 1330056 SO. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy
All construction must be in accordance with:
1. The attached approved design.
❑✓ Private Well ❑ Water Storage
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 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:
Date:
G - 2C -VV
Issued Bye/ ^ Date: tol,61101
Parcel I.D.
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
0r- — —ocl 1-
Number SW
Property owner(s) Ray Cheely Day phone 688.6201
Mailing address (1) P.O. Box 670205 Chuaiak AK 99567
Mailing address (2) Zip Code
Legal description (Lot, Block & SuVd.) Tract A. Pioneer Estates Subdivision
Legal description (Section, Township & Range) D �71 Q ( ka_O s� ` S Lf_:�, V\q-
Lot Size_ 1300 OSG Acr Sq.Ft
THIS APPLICATION IS FOR:
Number of Bedrooms Three (3)
Sewer Only ❑ Well Only ❑
Sewer and Well ® Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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.
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number.
(Rev. 77/00)
Waiver Fees:
Date of Payment
4 Y) Receipt Number.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 522-6779 FAX
June 15, 2004
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Tract A, Pioneer Estates Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Tract A, Pioneer Estates Subdivision intends to construct a three-
bedroom home on the property. We are therefore requesting a permit be issued for the
construction of a new well and septic system to serve the home. The Site Plan and
backup documentation identify.the location and configuration of the proposed well and
septic system and alternate. The tract is approximately 32 Acres in area and no
conflicts with wells or septic systems in the area are possible. Existing drainage arrows
and the current drainage pattern are also identified on the Site Plan. The drainage
pattern will be maintained after development of this lot is complete.
Test holes placed near the location of the absorption trench and alternate site
indicated silty sand and gravel. The accepting soils were tested and found to have
percolation rates of 2 to 5 minutes per inch. No groundwater was found during
excavation and none was noted during the monitoring period. Our design includes the
placement of a new 1,000 -gallon septic tank along with a 38' long by 5' wide by 4'
effective depth absorption trench to collect and treat the sewage generated in the
house. The bottom of the trench will be 7' below the surface. The distribution pipe will
be 3' below the surface. A minimum of 3' of cover will be placed atop the trenches and
a minimum of 4' of cover will be placed atop the new septic tank.
The ground surface on the lot slopes at shallow grades from west to east. The
absorption trench will be constructed parallel with the slope of the ground surface as
much as possible in conformance with Municipal requirements. The new septic system
will be constructed 100' from all wells and surface water. It will also be constructed a
minimum of 10' from any water service in the area.
Tract A, Pioneer Estates Subdivision
June 15, 2004
Page Two
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
1�� 'fes
Michael E Anderson, P.E.
Attachments
41 —.. ?r •s. a
MICHAEL E. ANDER'
16, No. CE -4381
1070.39
u
�4 u
a - a
0
90' 'Z. N
s
49
lot
t
NOTE: No Conflicts With Adjacent Wells
or Septic Systems.
1073.52
Raymond Avenue
Not
.••� OF �•''•.
iI 49 hA�
SITE PLAN
��a lONEL L N10ERSW� C.i
•••••••tea s��a;: •• Not to Scale
DO'
® TN1
1.000 Capon
Septic Tank
8' 15' Alternate Site
Three
Bedroom
Nouse
4%
38' 1on9 x S' Wide TH2
x 4' effective Depth
Absorption Trench
g
rOrPropo$e04
.••'Okof Tj%•
°••
Raymond Avenue
•�,•„__�
am 49th •• ♦♦
'.t ...
E
♦ 1'^ :MICHAEL ANOERSW j
SYSTEM PLAN
0.
••
♦ •1•,^u LSSi,����•
SCALE 1' = 40'
•�����
TRACT A, PIONEER ESTATES SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Three Bedroom House 5' Wide Trench System
Perc. Rate: 2-5 Min./Inch 1,000 Gallon Septic Tank
Application Rate: 1.2 GPD/SF 4' Drainfield Rock
3 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 375 SF Absorption Area
375 SF/5 SF ".5 (Red. Factor) = 37.5 LF Trench Length
THEREFORE: Construct a 38' Long x 5' Wide x 4' Effective Depth Absorption Trench.
Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be
7' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over
Absorption Trench. Provide 2" of Insulation and 2' of Cover if Necessary.
2'6"
6"
4'0"
Natural
Backfill
/
Geotextile
Fabric
4" Perforated
PVC (Holes Down)
Drainfield Rock
TYPICAL 5' WIDE TRENCH SECTION
(NO SCALE) 0
NOTE: Grade Area Over Trench to Drain Away. 4
Minimum 6' Separation From Bedrock ;••»
Minimum 4' Separation From Groundwater.
Minimum 100' Separafion From Wells in the Area.
Minimum 100' Separation From Surface Water or Streams:
0
M1CKAfL E NlD£R
No. CE4M!
Engineering
P.O. Box 873141 Wasill<
Phone: 907-357-6304
Tech
Alaska 99687-3141
Fax: 907-357-6305
SOILS LOG - PERCOLATION TEST
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LEGAL DESCRIPTION- EKLUTNA LAKE R❑AD/20_ACRE PARCEL
PERFORMED FOR- SKIP CHEELY
DATE: 5/17/2004 PROJECT No- M0425
PARCEL ID,m- TECHNICIAN: T. I IMBROLIGH
DEF M
(feet)
TEST HOLE # 1
OB/OG
DRY SILTY POORLY GRADED
SANDS
DRY WELL GRADED SANDS
W/GRAVELS
DRY SILTY POORLY GRADED
SANDS
0.EL 1. ANDERSON IT
CE -4381
Type of Test: ® Percolation ❑ Visual
SLOPE
0%
SITE PAN
See Site Plan
SEE FUTURE ASAUILT
WAS GROUND WATER ENCOUNTERED? NO
IF YES Q WHAT DEFn < 5
DEFTH OF WATER AFTER MONITORING: None
DATE OF MONITORING: 6/10/0
DATE
READING
G OSS TIME
MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DRQP
(INCHES)
5/17/04
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
10:55
8.0'
2
11+05
10
3.5'
4.5-
3
11:05
8.5'
4
11:15
10
4.125'
4.375'
5
11:15
8.5'
6
11:25
10
1 4.125'
4.375'
PERCOLATION RATE• 2 3 (MIN)INCIi) PERC. HOLE DIA 6 NCHES)
TEST RUN BETWEEN:4_5 FT. and 5_5 FT.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE-
/eTech Engineering Technical `.
P.O. Box 873141 Wasillo, Alaska 99687-3141
Phone: 907-357-6304 Fax: 907-357-6305
Dee1
1-
2
3
4
5
6
7
8
9
10•
11'
15
16
17
18
19
SOILS LOG - PERCOLATION TEST
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49B N' _•
�MUGNAFL F AND
LEGAL DESCRIPTION- EKLUTNA LAKE ROAD/20 ACRE PARCEL 0, :• CE -4381
PERFORMED FOR- SKIP HFFI Y ®Oegfo p•....••
DATE: 5/17/2004 PROJECT No • M0425 6, QOrEss10
PARCEL IDX TECHNICIAN: T. I.. KIMBROLIGH Pfo�
► TEST HOLE # 2 Type of Test: ® Percolation ❑ Visual
OB/OG
DRY WELL GRADED GRAVELS
:. W/FRACTURED TILL
DRY SILTY POORLY GRADED
SANDS
a
SLOPE
0%
SITE PLAN
See Site Plan
SEE FUTURE ASBUILT
F
WAS GROUND WATER ENCOUNTEREw NO
IF YES® WHAT D=5�
DEPTH OF WATER AFTER MONITlM1NG None
DATE OF MONRORM:
t i
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DROP
(INCHES
5/17/041
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
11,00
10.0'
2
11:10
10
2.125'
7.875'
3
11110
11.0'
4
11120
10
3.0'
8.0'
5
11120
11.0'
6
1 11130
10
3.0'
8.0'
PERCOLATION RATE• 1_3—(MIN/INCII) PERC. IIOLE DIA 6� ,SINCHES)
TEST RUN BETWEEN: 3_5 FT. and 4_5 FT.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 6/15/2004