HomeMy WebLinkAboutT15N R1W SEC 8 LT 179 Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: sw030314 PID Number: 051-154-22
Name:
Jennifer and Diane Payne Wastewater System: [] New [] Upgrade
Address:
P.O. Box 671441 Chugiak, AK 99567 ABSORPTION FIELD
Phone: Number of Bedrooms:
688-6501 3 [] Deep Trench I~i Shallow Trench [] Bed [] Mound [] Other:
LEGAL DESCRIPTION so, Rating: Total Depth from odginal grade:
1.2 GPD/Ft2 4.5 Ft.
Block: Lot: BUM 179 Subdivision: Depth to pipe bottom from odginal grade: Gravel depth beneath pipe:
2.5 Ft. 2 Ft.
Township: T15N Range: R1W Secti°n:8 Fill added above original grade: Gravel Length:
1-2 Pt. 53 Ft.
Well: [] New [] Upgrade Gravel width: Number of Ii .... Distance between lines:
5 Ft. I - Ft.
Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material:
Private 82 Ft. 81 Ft. 378.6 Ft2 ASTM D3034 PVC
Ddller: Date Drilled: Static Water Level: installer: Date Installed:
Sullivan WaterWells 10/25/2000 52 Ft. Owner Installed 8/16/03
Yield: GPM PumpSetat: Ft. CasingHeightAboveGround:
5 2 Ft. TANK
SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other:
T~.To Septic Absorption Lift Holding )ublic/Private Manufacturer: Capacity:
From~
Tank Field Station Tank Sewer Line Greet Tank 1,000 Gal.
Material: Number of Compartments:
we, > 100' >100' 88 .... N/A >25' Steel Two (2)
SurtaceWater >100' >100' >100' N/A ~ / LIFT STATION
Size: Manufacturer:
Lot Line >5' >10' > 10' N/A Gal.
"Pump on" level at: "Pump off" level at: in. High water alarm at:
Foundation >5' >1 O' >5' N/A in. in.
Curtain Drain None Noted Pump Make & Model Electrical Inspections performed by:
Remarks:
***See Waiver - Well to Lift Station. BENCH MARK
Location and Description:
System Constructed to Serve New House. Quonset Finished Floor.
Assumed Elevation:
100.00 Ft.
Inspections performed by: J' Quam, P.E. Dates: 1st 8/16/03
Development Services Department Approval
Conditional Approval Date:
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT Page 2 of 3
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 PID No.: 051-154-22
Permit Number: SW030314
Lof 158
S 89'56'55"E ,.950.80'
I Well I . # ..I
CARACE-~ -- ~
. -.' ~/~"--Shed
House Construction Complete /~- ' · · · ... ' .: ,' - x 'F'~
. . . '...~/.~: -
Dog Kennels:"' ' '
~~~.-.. -": ...1
1
~ o ." ~ -' ..... Shed~
~ o ~....~,~..... ,.j __ o
· , .. ,......~. ~ .. ..... . ..,. ...
m ~ .- ~.,'.~-~_." ' ' '~c~ rH~ ~ , ~ U Lot
/ ~~ '"~ s, ,o.~. ,,.o. 4 ~80
~ ~ ~ ~ ~~ ~ 78.2, ,2.3,
~ ~ ~ ' Line Capped for Futura Use.
, BUM LOT 179
~ T15N, RI W, SECTION 8
~ LEGEND
~ 2.50 ACRES
S1 - Septic Vent
~ MI - Monitor Tube
~ Cl - Clean Out
~ TH - Test Hole
33' B~ RIG~-OF-WAY R~E~A~ON
S 89'35'54"W 329.90'
TENADA AVENUE
~ 4/'~. Lof A
P L A N h 3- B U I L T
e~ ~ MICHAEL [. AN~ERSON /~
ee-~,' ~ ..~ SCALE = 50'
Anchora.qe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997
http:llwww.muni.or.q/Onsite
Development Services Department
On-Site'Water and Wastewater Proqram
**** VARIANCE/WAIVER REVIEW ****
WP, g: OSP101262 HA#: OSC101278
PID#: 051-154-22
Legal Description: T15N RIW Sec 8 Lot 179
Engineer: Anderson En.qineerin.q
Permit:
Applicant: Dianna & Jennifer Payne
Your request for a waiver of the required 100 feet horizontal separation from the lift station to
the private well has been approved. The approved separation distance is 88 feet.
This waiver approval applies to the existing lift station to private well separation only. Any
future upgrade to the on-site wastewater disposal system will require all separation distances be
met or another approval from this department.
Waiver is Granted: X Waiver is not Granted:
Date:~11/3/2010 Ap prove
~ Name of Reviewer
Rer_,g: 094804 Amount: $200.00 Date Paid: 1112110
Recg: o~clt Amount: $850.00 Date Paid: ~,]q
**** VARIANCE/WAIVER REVIEW ****
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
November 1,2010
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 Elmore Road
Anchorage, AK 99519-6650
Attention:
On Site Services Engineer
Subject:
BLM Lot 179, T15N, R1W, Section 8
Separation Distance Waiver Well to Lift Station
Dear On Site Services Engineer:
A small totally enclosed grinder pump was placed in line between the existing Quonset hut and
septic tank on BLM Lot 179 in 2003. The intent at the time was to live temporarily in the
Quonset hut and build a new three bedroom home on the lot. The lot is now being sold and the
new buyer intends to construct the new home, but may live in the Quonset while the
construction is ongoing. The grinder pump is located outside the hut and is considered a source
of contamination and is located only 88' from the well on the lot. A waiver must be obtained to
allow the pump to remain in its existing location for the current owner to obtain a Certificate of
On Site System Approval (COSA). We are therefore requesting a waiver be issued allowing the
grinder pump to remain in its current location.
The well is 82' deep with casing to 81'. The well is drilled through what appears to be
impermeable clay classified as hardpan by the driller from 7' to the bottom of the well with only
an 8' layer of sand and gravel encountered from 53' to 61'. The static water level stabilized at
52' below the surface and more than 48' below the bottom elevation of the grinder pump.
The grinder pump was manufactured by Anchorage Tank to the Uniform Plumbing Code and is
totally enclosed in a steel case which can only be accessed with the removal of the plumbing at
the entrance to the pump. The bottom of the pump is approximately 4' below ground.
The original ground surface on the lot slopes from the well and toward the septic tank at an
approximate 10% slope. The ground elevation at the septic tank is approximately 9' lower than
the well head. We assume the water gradient slopes away from the well at a slope similar the
original ground surface.
A recent water quality test taken from the well indicated no presence of nitrates and no
presence of arsenic. The absence of nitrates would indicate no contamination of the well water
from septic effluent from either the grinder pump or the septic tank and absorption trench on the
BLM Lot 179, T15N, R1W, Section 8
November 2, 2010
Page 2 of 2
lot. No coliform or bacteria was found in the water further indicating contamination is not
present in the well.
ADEC POINT ANALYSIS
Bottom of Tank to Highest Water Table - 48'
Soil Absorption Type - Clay and Sand Equal
Permeability - Clayey Sand
Water Table Gradient - +10%
Horizontal Separation - 88'
5.17 Points
4.50 Points
3.00 Points
6.00 Points
2.50 Points
TOTAL POINTS
21.17
Almost sure to be free from any form of contamination from household sewage.
Attached are the well log, water quality results and other drawings showing the proximity of the
existing septic system to the well. We hereby request the waiver be issued and the Certificate
of On Site System Approval (COSA) be approved.
Sincerely,
Michael E. Anderson, P.E.
Attachments
Existlng
Grinder Pure
Impermeable Hardpan 7'
Static Water Level 52'
PRDFILE A3-~UILT
SCALE 1' = 30'
Monday Nov 1, 2010
North Birchwood, Lot '179, SECTION 8
Sun Oct 3'1 I went to the site to uncover the Lift Station at 92 ' from the well and determined that it is a liquid tight
installation: approx 18" dia. X 3' deep steel cylinder that contains a grinder pump, energized by power that travels
in underground wiring at a burial depth of 18" below grade. The sewer discharges from the Lift Sta to the Septic
Tank in 2" schedule 40 ABS pipe.
MUNICIPALITY OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Aug 15, 2003
Expiration Date: Aug 14, 2004
Permit Number: SW030314
Legal Description: T15N RIW SEC 8 LT 179
Design Engineer: 0014 Anderson Engineering
Owner Name: JENNIFER & DIANE PAYNE
Owner Address: PO Box 671441
Chugiak, AK 99567-
Parcel ID: 051-154-22
Site Address: 019831 CRABTREE ST
Lot Size: 108900 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail 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.
August8,2000
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
Anchorage, AK 99502-0650
Subject: .
BLM Lot 179, Section 8, T15N, RIW
Septic System Design and Permit Application
Impacts to Adjacent Propedies
Dear Onsite Services Engineer:
The owner of the subject lot intends to construct a three-bedroom home in the near
future. We are therefore applying for a permit to construct a new well and septic
system on the lot to serve the new home. The attached Site Plan and backup
documentation identify the location and configuration of the new well and septic system
and the parameters used in the design. It also shows the 100' protective radius of the
well and indicates the location of the reserve 'system to be used if the primary system
requires replacement.
Two test holes were placed on the lot in the area of the new absorption trench. Well
graded sand was encountered with some gravel and trace amounts of Silt. The material
percolated at a rate of 1.7 minutes per inch. Groundwater was encountered in the
excavation at depths of 9.5' and remained at that depth during the monitoring period.
We have therefore designed a 5' wide absorption trench with 2' of gravel beneath the
distribution pipe, The total length of the trench will be 52'. The total depth of the trench
from original grade will be 4.5' which will be a minimum of 5' above the present level of
the groundwater.
The ground surface on the lot is very flat in the middle podion. The ground surface
rises at a 10% slope toward the southern boundary where the new house will be
placed. The new trench will be constructed at the base of the slope parallel to the
contours of the surface in conformance with Municipal requirements. Grading will be
accomplished to assure surface drainage is away from the new trench.
If the system is constructed in accordance with our design the f,')llowing statements
apply:
The system, if const~'ucted as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
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.
BLM Lot 179, Section 8, T15N, R1W
August 8, 2000
Page Two
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.
o
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,
Michael E. Anderson, P.E.
Attachments
Actual Well
Locatfon
~' (See~Suryey°r. As-~ui~
'Three'
Bedroo./
Proposed
Well
· ~ 'TH2 " .
· ' ~i" X 2' L fi '
"~-2 ~fec~ge B~th
' ~bsorption.Trencn
'l,'O0'b.'~hllon Septic Tank
'f
TENADA AVENUE
SITE PLAN
SCALE 1" = 50'
NOTE:
No Conflicts With
Wells or Septic
Systems in the Area.
BLM LOT 179, SECTION 8, T15N, R1W
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
Three Bedroom Home
Perc. Rate: 2 Min./Inch
Applicat~.on Rate: 1.2 GPDISF
5' Wide Trench System
1,000 Gallon Septic Tank
2' Drainfie!d Rock
3 Bedrooms X 150 GPD 11.2 GPDISF = 375 SF of Absorption Area
375 SFI5 LF (Width)*.7 (Red. Factor) = 52.5 LI: l'rench Length
Therefore: Construct 53' Long X 5' Wide X 2' Effective Depth Absorption Trench. FIowline
Elevation in Trench to be 2.5' Below Original Ground Surface. Total Depth to be 4.5'.
Mound Over Trench to Provide Minimum of 3' of Cover.
615
at
'. .:Insulation ..
i'. ' '6r-'.3' 'Cover :" ,. .
· '"' ';1'~ ~P~C (lloles 'Downl ·.. Draififie'l~' Ro~k
· :...?:... : ..'!."
I'
NOTE:
TYPICAL WIDE TRENCH SECTION
(NO SCALE)
Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 10' Separation From Lot Line.
Minimum 4' Separation From Groundwater.
Municlpality of Anchorage
Depadment of Hearth & Human Services
825 L Street, Anchora9e, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed Fqr: Ch~ck B.~rr
Iegal De,~criptlon: BLM Int 179. Section 8 T15N. R1W ..........
SLOPE
13
14
15
17
21
OG/OL
SW
Well Graded
Sand with
Gravel
Was Groundwater
Encountered? Yes S
Ii' Yes, What Depth? 9.5'
Deplh to Water
Alter Monitqdng 9.5'
Bottom of Date: 8116100 E
Hole
· t~~'~' ,-,-,,';~,.-= 5'-~ '.~
Date Pedo~ed: 6D1/0( ~~~~~
SITE PLAN
See Site Plan
Reading Date Gross ~let Depth To Net
Time ]'ime ~/Vater Drop
1 21-Jun 1:00 2'
2 1:05 5 5'
3 1:06 2"
6 1:17 5 5' 3'
Parc. Rate: 1.7 Min./inch Parc. Hole Diameter: 6'
Test Run Between 4 Ft. and 5 Ft.
Comments: Percolation Cavity Presoaked Prior to Testing.
Performed By: Tim Kimbrouah. I, Michae! E. Andemon Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effecl On This Date: 816100
Municipality of Anchorage
Department of Health & Human Se~ices
825 L Sb'eet. Anchorage. AK 99502-0650
SOILS LOG - PERCOLATION TEST
Pedormed For: Chuck Ban'
Legal Description: BLM Lot 179 Section 8 T15N. R1W
OG/OL
SW
Well Graded
Sand with
Gravel
11
12
13
;LOPE
Was Groundwater
Encountered? Yes
If Yes, What Depth? 9.5'
Depth to Water
After Monitoring 9.5'
Bottom of Date: 8116100
Hole
Date Performed:
SITE PLAN
See Site Plan
14
1[
17
18
21
Reading :)ate ;mss Net Depth To ',let
Time Time Water 3rep
I 21-Jun 1:35 2'
2 1:40 5 5' 3'
3 1:41 2"
4 1:46 5 5' 3"
5 1:47 2'
6 1:52 5 5' 3'
Perc. Rate: 1.7 MinJInch Perc. Hole Diameter:. 6'
Test Run Be~een 4 Ft. end 5 Ft.
Comments: Percolation Cavity Presoaked Pdor to Testing. Materials Identical in Both Test Holes.
Performed By: Tim Kirpbrormh. I, ~ichael E. Andemoe Cedify Thai This Test Was Performed
In Accordance With All State and Municipal Guidelines In Effecl On This Date: 8~6~00
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, R~om 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Aug 29, 2000
Expiration Date: Aug 29, 2001
Permit Number: SW000341
Legal Description: T15N. R1W, Section 8, Lot 179
Design Engineer: 0014 Anderson Engineering
Owner Name: Steven Weeks
Owner Address: PO Box 671441
Chugiak, AK 99567-
Parcel ID: 051-154-22
Site Address: 19831 Crabtree St,
Lot Size: 108900 SQ. FT,
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail 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
(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.
1~5~'The'following special provisions. ......
[?AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL PERFORM AN ADDITIONAL PERCOLATION TEST
L IN CONFORMANCE WITH AMC 15.65 AND SUBMIT IT WITH THE AS-BUILT INSPECTION REPORT.
Received By:
Issued By:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-154-22
GENERAL INFORMATION
Complete legal description
Location (site address)
T15N, R1W, Section 8, BLM Lot 179
19831 Crabtree Street Chugiak, AK 99567
COSA# L~ (L I C,[2 '~ ~
Expiration Date: ~- ~7~ - /'/
Current Property owner(s) Dianna R. & Jennifer Payne
Mailing address P.O. Box 671977 Chugiak, AK 99567
Day phone
Lending agency
Day phone
Mailing address
Real Estate Agent
Day phone
Mailing Address
unless otherwise requested, COSA will be held bY DSD for pickup.
2. NUMBER OF BEDROOMS: Three (3)
3, TYPE OF WATER SUPPLY:
Individual WelI []
Individual Water Storage []
Community Class ~ Well []
Public Water System []
TYPE OF WASTEWATER DISPOSAL:
Individual On-site []
Individual Holding Tank []
Community On-site []
Public Sewer []
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation,
Name of Firm Anderson Engineering
Phone 522-7773
Address P,O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name
Michael E. Anderson, P.E.
DSD SIGNATURE
~ Approved for ~.~ bedrooms.
Disapproved.
Date 11/01/201o
Conditional approval for
bedrooms, with the following stipulations:
By:
Attachments:
COSA Checklist X
Septic System AdVisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
(Rev, 11/05)
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: BLM Lot 179, T15N, RIW, Section 8 Parcel ID: 051-154-22
A. WELL DATA
Well type Private IfA, B, or C provide PWSID # Well Log (Y/N)
Date completed 10/25/2000 Sanitary'seal (Y/N) Y Wires properly protected (Y/N)
Total depth 82 ft. Cased to 81 ft. Casing height (above ground) __
FROM WELL LOG AT INSPECTION
Date of test 8/29/2000 10/17/2010
Static water level 52 ft. 24 ft.
Well production 5 g.p.m. 4.2 g.p.m.
WATER SAMPLE RESULTS:
Nitrate N/D mg/L Other bacteria 0
Date of sample: 10/17 & 26/10 Collected by: A. Harala
Coliform 0 colonies/100 mL
Arsenic: N/D mg/I
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel
Tank size 1,000 gal. Number of Compartments Two
Depression over tank (Y/N) N
Pumper
Soil rating (g.p.d./ft2 or ft2/bdrm) 1.2 GPD/SF
Width 5 ff.
Eft. absorption area 378.6 ft2 Monitoring tube
Foundation cleanout (Y/N) ~
Date of pumping No Sludge
C. ABSORPTION FIELD DATA
Date installed 8/16/03
Length 52 ft.
Total depth 5-6 ft.
Date of adequacy test 10/17/2010 Results (Pass/Fail) Pass
Fluid depth in absorption field before test 17 in.
Elapsed Time: 1,440 min. Final fluid depth 17
Any rejuvenation treatment (past 12 mo.) (YiN & type)
Y
>18 in.
Y
colonies/100 mL
For 3 bedrooms
Water added 502 gal. New depth 21.5 in.
in. Absorption rate >= 450 g.p.d.
If yes, give date
System type 5' Wide Trench
Gravel below pipe 2 ft.
Y Depression over field N
Date installed 8/16/03
Cleanouts (Y/N) Y
High water alarm (Y/N) N
D. LIFT STATION
Date installed 8/2003
'~Pump on" level at in.
Datum
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM VVELL ON LOT TO:
Size in gallons' 6 (+ or -)
"Pump off" level at
Cycles tested
Septic tank/lift station on lot >~00' ONe,) 88' (ES)
Manhole/Access (Y/N) Y****
High water alarm level at in.
Meets elam,R'& circuit requirements? Y
N/A
>100'
Absorption field on lot >100'
Public sewer main N/A
seWer/septic service line >25'
Animal containment areas >50'
in.
On adjacent lots >1oo'
On adjacent lots >1oo'
Public sewer manhole/cleanout
Holding.tank N/A
Manure/animal excrete storage areas
Property line lO' Water main >1o'
Water Service line >1o' ' Driveway, parking/vehicle storage >25'
Curtain drain None Noted
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >5' Property line >5' Absorption field >5'
Water main N/A Water service line >10' Surface water >100'
Wells on adjacent lots . >100'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation >10'
Surface water. >10o'
Wells on adjacent lots >lOO'
F, COMMENTS: Existing Quonset on Lot Temporarily Connected to Septic Tank with Grinder Pump and 2" ABS Pipe. New
Three Bedroom Home to be Constructed on Lot. See Waiver Allowing Lift Station to be 88' From Well, Lift Station is a Totally Enclosed
Grinder Pump in a 6 Gallon ( or -) Basin. Basin Enclosed in Wooden Insulated Enclosure.
review of Municipal m~s that the above systems am in
~n~an~ w~h MOA COSA guidelines in e~ on this date.
Engineers Pri~ Name Michael E. Andemon, P.E.
1 ~/01/2~1~
COSA Fee $ /'~ q/~ Waiver Fee $
Date of Payment '~, i ~' I ~ O Date of Payment
Receipt Number ~ Ciq ~ ~'~'-('/ Receipt Number
(Rev. 11/05)
I
/I
Lot '158 ~
S 89'56'55"E 330.10'
GARAG[
147.8'
X 18.5' CONTAINER
x 13.5' SHED WITH 4.0' LEAN-TO
ENCLOSURES
.., : .... ... "-:.:' ...:,......,..'.~..- .. '. .
WOODEN~SETnc
FENCE
8.6' x 10.2' SHED~.
CLEANOUTS
Lot 179
2.50 ACRES
BLM RIGHT-OF-WAY RESERVATION
S 89'35'54"W 329.90'
TENADA AVENUE
Lot A
Lot
180
PUT PLAN
AS BUILT X SCALE 1" = 30' GRID ~¥q VZ.5-J Project No. 10-204
Lo n g (907) 522-6476
Registered Land Surveyors (907) 522-4625
kglanglsOalaska.nef / JclanglsOalaska.net
& Associates, inc. 1~500 Oaryl Avenue, Anchorage, Alaska 99515-3049
Phone
Fax
I hereby certify that I have surveyed the following described properly:
BLM Lot 17g, Sec. 8, T15N, RlW, SEWARD MERIDIAN, ALASKA
Anchorage Recording District, Alaska, and that the improvements slfuafed thereon are
wlfhin the properly lines and do not encroach onto the properly adjacent thereto, fhaf
no Improvements on the properly lying adjacent thereto encroach on the surveyed
premises and fhaf there are no roadways, transmission lines or other visible
easements on said properly except aa Indicated hereon.
Dated thls the ?.,C~ Day of 4-~c.-rc~ff>~,~-. ,'~..g~ lc~, at Anchorage, Alaska
If Is the responsibility of the owner fo determine the exlsfence of any easements,
covenants, or resfrlcflons which do not appear on the recorded subdivision plat.
~_~,~.. ............ .~. -,~
%;%,", LS-~o~ .."~
