HomeMy WebLinkAboutKNIK VIEW ESTATES BLK 4 LT 2Knik View
Estates
Block 4
Lot 2
#051-043-33
Municipality of Anchorage Page 1 of 3
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW020045 PID Number: 051-043-33
Name:
MM&M Contracting
Wastewater System: New
Address:
P.O. Box 670495 Chu iak AK 99567
ABSORPTION FIELD
Phone: Number of Bedrooms:
688-1236 Four 4
j' Wide Trench
LEGAL DESCRIPTION
Soil Rating:
1.2
Total Depth from original grade:
8.0
GPD/Ft'
Ft.
Block: Lot: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
4 2 Knik View Estates
4.0 Ft.
4 Ft.
Township: Range: Section:
Fill added above original grade:
Gravel Length:
0 Ft.
51 Ft.
Well: Community Water System
Gravel width:
5
Number of lines:
1
Distance between lines:
Ft.
- Ft.
Classification (Private, A, B. C):
Total Depth:
Cased to:
Total absorption area:
Pipe Material:
A
Ft.
Ft.
510 FP
ASTM D3034 PVC
Driller:
Date Drilled:
Static Water Level:
Installer:
Date Installed:
Ft.
MM&M Contracting
4/16-17/02
Yield:
Pump Set at:
Casing F eight Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION DISTANCES
Septic
To
Septic
Absorption
Lift
Holding
ublic/Private
anu acturer:
apacity in a ons:
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank
1,250
Well
>200'
>200'
N/A
N/A
>251
Material:
Steel
Number of Compartments:
Two (2)
Surface Water
>100'
>100'
N/A
N/A
LIFT STATION
Lot Line
>5'
>10'
N/A
N/A
ize:
anu ac urer:
Gal.
Foundation
>5'
>10'
N/A
N/A
"Pump on" level at:
"Pump off" level at:
High water alarm at:
in.
in.
in.
Curtain Drain
None
Noted
Pump Make & Model
Electrical Inspections performed by:
Remarks:
BENCH MARK
Location and Description:
Finished Floor.
Assumed Elevation:
100.0 Ft.
Engineer's Stamp
�.� OF q •y
��
;••''••.. y
Inspections performed by: Tim Kimbrough Dates: 1St 4/16/02
�: - 49th
0 ....... •••••• •• ••• ••• •......
';.;.....
2nd 4/17/02
G
� .... ....�.�
rn MICHAEL E. ANDERSON W
Department of Health and Human Services approval
�i -,p :• No. CE -4381 •;��<_=
rr
Reviewed and approved by: tDate:•���11�
pROFESS��NP:��•
(Rev. 10/99)
�1■ ESS �
J -0& o � , 4 M Ao a o35a
Municipality of Anchorage Page 2 of 3
DEVELOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK 99519-6650 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number SW020045 PID No. 051-043-33
.a//
ter Servipe /
Site// /~
I A B
S1 29.4 37.3
S2 33.3 44.0
C4 42,8 46.7
M1 57.9 80.6
-C;5 57.5 80.5
PLAN AS-BUILT
SCALE 1" = 30'
Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number: SW020045
Legal Description: Lot 2, Block 4, Knik View Subdivision
FF lO0-O~
93.18j
7.55
23'
/---93.98 ~-92.34
G BACKFILL
· Septic T~n~ ~8.45 ~50
- lO.D0 · ~
Page 3 of 3
PID No. 3-043-33
88.39
9/.8 /~0G BACKFILL
............. Geotextite F~bric
Br~zinFietcl Rock
75.0
-51.0'
PROFILE AS-BUILT
Scale: 1" : 10'
MUNICIPALITY OF ANCHORA GE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bregew Street
P, O, Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Apr 01,2002
Expiration Date: Apr 01, 2003
Permit Number: SW020046
~;~ =~es~ipt on .KN K V EW ESTATES BLK
Design Engineer: 0014 Anderson Engineering
Owner Name: MM&M Contracting
Owner Address; PO Box 670495
Chugiak, AK 99567-
Parcel ID: 051-043-33
Site Address: 022722 JUDD DR
Lot Size: 21788 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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. 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 notifiJ 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: ~
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.cLanchorage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-043-33
Permit Number SW
Properly owner(s) MM&M Contracting
Mailing address (1) P.O. Box 670495 Chugiak, AK 99567
Day phone 688-1236
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub'd.) Lot 2, Block 4, Knik View Estates Subdivision
Legal description (Section, Township & Range)
Lot Size ~;Z~ -7 ~ ~" Acres/$"~
Number of Bedrooms Four
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
[] Well Only []
[] Water Storage []
[] Jacuzzi []
[] Water Softening Unit []
:1 certify that the above information is correct. I fudher cedify that this application is being made for a
~ Single Family I~elling and is in accordance with applicable Municipal Codes.
· (Signature of property owner or authorized agent)
Permit Fees:
Waiver Fees:
Date of Payment:
Receipt'NUmberi
March 5, 2002
Municipality of Anchorage
Development Services Department
On-Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject:
Lot 2, Block 4, Knik View Estates Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 1, Block 4, Knik View Estates Subdivision intends to construct a new
four-bedroom home on the lot. We are therefore requesting a permit be issued for the
construction of a new septic system to serve the proposed home. The attached Site
Plan and backup documentation identify the location and configuration of the new
septic system and the parameters used in the design. Also identified on the plans are
the location of the water service line on the lot and the test hole locations along with the
septic systems located on nearby lots. Existing drainage patterns are shown and will
not be altered by the development of the lot.
Two test holes were placed near the location of the proposed absorption trench. These
test holes indicate clean well-graded gravel with varying amounts of sand near the
location of the new absorption trench. Percolation tests in the material resulted in rates
of less than 1 minute per inch. No groundwater was found during the placement of the
test holes and none was noted during the monitoring pedod. We are therafora
proposing to place a 5' wide shallow absorption trench system with 4' of gravel beneath
the distribution pipe. The total depth of the trench will be 7.5'. The distribution pipe will
be placed at 3.5' below the ground surface to provide sufficient drop from the septic
tank to the absorption trench. The total length of the new absorption trench will be 50'.
The ground surface on the lot slopes as shown on the attached Site Plan with very little
to no slope near the proposed septic system site. The new absorption trench will be
constructed on a faidy fiat surface in conformance with Municipal requirements and
parallel to ground contours where possible. All components of the new septic system
will be constructed a minimum of 10' from the water service on the lot.
If the system is constructed in accordance with our design the following statements
apply:
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. The subdivision is currently
served by a commUnity water system.
Lo~ 2, Block 4, Knik View Estates Subdivision
March 5, 2002
Page Two
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.
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
pattems in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
THIS PROJECT
JUDO
/Y
/
/
./
/
Circle
2/
/J
175.00
205.00 WEST
/2
/7
AREA SYSTEM PLAN
SCALE 1" = 100'
MICHAEL E. ANDERSON
No. CE 438~
10~ 0% - 1%
r-'lIIl~ o,
hlternate ~our
s~t~ II Iii ~¢ '~1 ~e~oo.
50',~onq X 5' Wide
X4 Effective Depth
Absorption Trench
LOT 2, BLOCK 4, KNIK VIEW ESTATES
SUBDIVISION
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
Four Bedroom Home
Perc. Rate: <1 Min./Inch
Application Rate: 1.2 GPD/SF
5' Wide Trench System
1,250 Gallon Septic Tank
4' Drainfield Rock
4 Bedrooms X 150 GPD 11.2 GPD/SF = 500 SF of Absorption Area
500 SFI5 LF (Width)*.5 (Red. Factor) -- 50 LF Trench Length
Therefore: Construct a 50' Long X 5' Wide X 4' Effective Depth Absorption Trench.
Flowline Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 7'
Below Existing Ground. Mound Over Trench to Provide a Minimum of 3' of Cover or
Provide 2" of Direct Bury Insulation and 2' of Cover.
Natural BacE~ill
(3' Minimum)
Geotextile
Fabric
,.(Holes Do~)
NOTE:
TYPICAL WIDE TRENCH SECTION
(NO SCALE)
Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 4' Separation From Groundwater.
Minimum 10' Separation From Water Service Line.
Municipality of Anchorage
Development Services Department/On-Site Water and Wastewater Program
4700 South Bragaw Street, Anchorage, AK 99516-6650
SOILS LOG - PERCOLATION TEST
PROJECT #: MO?07
PERFORMED FOR: MM~.M I'ONSTRHFTIQN / PAUl MYFRq DATE PERFORMED:
2-1~-07
LEGAL DESCRIPTION:
LOT 2 BLOEK & KNIK VIEW
TEST HOLE ~: 1
06 / BROWNISH SILTY-SANDY-GRAVELS
SLIGHT DENSITY / WELL GRADED
SANDY GRAVELS - aW
SLOPE SITE PLAN
0%
1"=100'
WAS GROUNDWATER
ENCOUNTERED? NO S
L
IF YES, WHAT DEPTH? 0
DEPTH OF WATER I~one P
AFTER MONITORING: E
DATE: 2/28/02
COMMENTS:
MEDIUM DENSITY / SILTY-SANDY-
GRAVELS
READING DATE GROSS NET DEPTH OF NE7
TIME TIME WATER DROP
Start 2/16/02 l~:&0 12"
1 14:4~ 4 12"
Recharge 1~:~5 12"
2 1~:~9 ~ 12"
Recharge 1~:50 12"
3 1~:5~ 4 12"
PERC RATE: < 1 MIN./INCH PERC. HOLE DIAHETER:. 6"
TEST RUN BETWEEN 3.~ FT. AND /*,5 J~T.
NO IMPERMEABLES ENCOUNTERED / HOLE PRESOAKED PRIOR TO TEST
TEST PERFORMED BY: T.L. KIMBROUGH
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORHED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE:
PROJECT ~:
PERFORMED FOR:
Municipality of Anchorage
Development Services Department/On-Site Water and Wastewater Program
4700 South Bragaw Street, Anchorage, AK 99516-6650
..... ~_ SOILS LOG - PERCOLATION TEST~ ..........
H~?~7
MM~M CONC;TR[JFTIOig / PAUl MYERS DATE PERFORMED:
?-1~-07
LEGAL DESCRIPTION:
LOT 1 BLOCK /* KNIK VIFW SUBD
TEST HOLE ~ 2
SLOPE
SITE PLAN
OG / BROWNISH SILTY-SANDY-GRAVELS
SLIGHT DENSITY / WELL GRADED
SANDY GRAVELS - 6W
1%100'
WAS GROUNDWATER
ENCOUNTERED?
IF YES, WHAT DEPTH?
DEPTH OF WATER
AFTER MONITORING:
DATE:
NO S
L
O
None P
E
2/28/02
0%
COMMENTS:
MEDIUH DENSITY / SILTY-SANDY-
GRAVELS
READING DATE GROSS NET DEPTH OF NET
TINE TINE WATER DROP
Stare 2/16/02 1/*:25 12"
1 1/+:26 1 12"
Recharge 1~,:27 12"
2 14,:28 1 12"
Recharge lZ,:29 12"
3 %:30 1 12"
PERC RATE: < 1 MIN./INCH PERC. HOLE DIAMETER: 6"
TEST RU~ BETWEEN 3.5 FT. AND ' /+,5 FT.
NO IMPERMEABLES ENEOUNTERED / HOLE PRESOAKED PRIOR TO TEST
TEST PERFORNED BY: T.L, I~INBROUGH
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS 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
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 51-043-33
1. GENERAL INFORMATION
Complete legal description
HAA¢ ½/ o o
Expiration Date:
Lot 2, Block 4, Knik View Estates Subdivision
Location (site address or directions) Judd Drive at Rankin Drive
Current ProperLy owner(s) MM&M Contractinq, Inc.
Mailing address P.O. Box 670495 Chugiak, AK 99567'
Day phone 688:t236
Len~,, ,g agency
Mailing address
D~y ph ....
Real Estate Agent
Mailing Address
Day phone
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: Four(4).
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class _A 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 Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of Alaska. Cedificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 less than 30 days old. (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 Health Authority 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 omsite water supply and/or
wastewater disposal system is(are) in compliance with all applicable Mun!cipal and State codes, ordinances,
and regulations in effect at the time of installation.
Name of Firm Anderson Engineering
Address P.O. Box 240773 Anchorage AK 99524
Engineer's Printed Name Michael E. Anderson, P,E.
Phone 522-7773
Date 7/22/2002
5. DSD SIGNATURE
/ Approved for L/- bedrooms.
Disapproved.
Conditional approval for .__ bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:
(Rev. 12~00)
Legal Description:
A. WELL DATA
Well type A_
Date completed __
Total depth __
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Lot 2, Block 4, Knik View Estates
ParcellD: 051-043-33
ifA, B, or C provide PWSID # __
Sanitary seal (Y/N) __
Cased to ft.
FROM WELL LOG
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform coloniesll00 mi.
Date of sample:
B. SEPTICIHOLD~NG TANK DATA
Tank Type/Material Septic/Steel
Tank size 1,250 gal.
Foundation cleanout (Y/N) Y_
Date of pumping
C. ABSORPTION FIELD DATA
Date installed 4/1712002
Length 51
Total depth 8_ ft.
Date of adequacy test
Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
g.p.m.
Nitrate mg./I.
Collected by:
Number of Compartments 2_
Depression over tank (Y/N) _N
Pumper New Construction
g.p.m.
Other bacteria
Date installed 4/16/2002
Cleanouts (Y/N) Y
High water alarm (Y/N) N
colonies/100 mi.
If yes, give date
g.p.d.
in.
New depth in.
Fluid depth in absorption field before test __ in. Water added gal.
Elapsed Time: __ min. Final fluid depth __ in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N
Soil rating (g.p.d./ft2 or ft2/bdrm) t,2 GPDISF System type 5' Wide Shallow Trench
ft. Width 5 ft. Gravel below pipe 4 ft.
Eft. absorption area 510 fl2 Monitoring tube Y_ Depression over field N
Results (Pass/Fail) For bedrooms
D. LIFT STATION
Date installed
"Pump on" level at __ in.
Datum
E. SEPARATION DISTANCES
Size in gallons
"Pump ofF' level at __in.
Cycles tested
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot N/A
Absorption field on lot NIA
Public sewer main
Sewer/septic service line
Manhole/Access (Y/N)
High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots N/A
On adjacent lots N/A
Public sewer manholeJcleanout N/A
Holding tank NIA
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Property line >5'
Absorption field >5'
Building foundation >5'
Water service line >t0'
Surface water >100'
Water main N/A
Wells on adjacent lots >200'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation >10'
Water main >10'
Property line >10'
Surface water >100'
Driveway, parking/vehicle storage >25'
Water Service line >10'
Wells on adjacent lots >200'
Curtain drain None Noted
F. COMMENTS
Lot is served by AWWU water system.
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name Michael E. Anderson, P.E.
Date 4/22/02
HAA Fee $
Date of Payment
Receipt Number
(Rev. 12/00)
Waiver Fee $
Date of Payment
Receipt Number
in.
PROM : COUNTRY ERLTY PHONE NO. : 9076B81238 3ul. 16 2002 01:16PM P1
.J
i h~i'eby cert~ that I ha{~jsU~x/~yed th'e follswl/t§'~il,sclibed
~ts s~a~ ~ ~. w~h~ the pm~ ~ and do. not
~e~E or ~ o~ the pm~ lym~adiicent ih~o, th~
~ ~pmv~en~ on ~pg.~ l~g a~nt the~
~a~on ~es or other ~ib~ e~ents :on said pm~y i
~sm~h~..; .' . .'. , · ... .[
~d.'at.~e ~v~, aaka . -' :. .... ~,' ' ' ].
_ . _ ~o~ ¢. 1o~. ~ ~. .. I