HomeMy WebLinkAboutNORTH WOODS BLK 1 LT 3Northwoods
Block 1
Lot 3
#051-731-78
mspecnon Mepon_i-1-ie.aoc
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O.
Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP131064
PID Number: 051-731-78 ❑ New 21 Upgrade
Name:
Andrew Sensabaugh
ABSORPTION FIELD
❑Deep Trench 0Shallow Trench El Bed ❑✓ Mound
Address
22444 Northwoods Drive
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
0.6GPD/SF
2.O Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
1.5 Ft.
Gravel depth beneath pipe
0.5Ft,
Subdivision
Block Lot
North Woods
1 3
Fill added above original grade
1.0 Ft,
Gravel length
150 Ft.
Township
Range Section
Gravel width
5FL
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Llft Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
750 Ft'
3
1 OFt.
Well
N/A
N/A
N/A
N/A
N/A
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1 1000Gal.
Surface Water
100+
100+
N/A
N/A
Material
Number of compartments
Lot Line
43
4.1
N/A
N/A
Steel
2
NA
Foundation
10.0
48.3
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
N/A
N/A
N/A
N/A I
Gal.
Remarks
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank 3034 Tank to
drainfleld 3034
Isabelle Construction
& Excavating, LLC
Drainfield 3034 comer 3034
Inspector Pannone Engineering
Services
BENCHMARK (Assumed elevation) 100ft
Inspection
dates: 1° 10/18/13
2nd 10/21/13
Location and description
3"
a"
Garage Door Threshold
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
Conditional Approval:
Date
TH
�" Vteven 'A. "Man Gme
Approve A!4!Jr
f ¢
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15' ULOT 3
T
N0RTHW0ODSDQyVE
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E A 13 C
FC 18.4 38.4
T2 35.7 31.5
DCO 37.5 30.5
C2 69.5 40.9
69.9 41.1
83.4 49.3
83.9 49.6
ILEASE ENT
ITY
,
3BR OUSE (E)
DECK, TI NEW 10OOg SEPTIC TANK
1 OOOg SEPTIC TANK (E) CO
ABANDONED PER CODE
a DRAIN FIELD (E) IN FAILURE
'ABANDONED PER CODE
\
` �
| \
| �| SEPTIC AREA
� TH1 3\x���|``�``�INSTALLED LEV[LWAN|FOLD
SEPTIC AREA (
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4 wuwUPGRADE DR�R
DRAIN \ � ` ``—
J ` �|� 21� .8 (JEA) 50LFxO.5'EDx5'YY,2.V'TD
�
*cu—`-
ABANDONED PER CODE
._
.`
L
SEPTIC AREA (E) A— SEPTIC AREA (E)
SEPTIC AREA (E)
PANNONE ENG SVC, LLC OF A4. DI a/t205 /2 013
—8218 FAX (907)
PHONE (907) 272
NORTH WOODS, BLOCK 1, LOT 3
ANDREW SENSABAUGH Steven R. P�V6nW PERMIT NO.
22444 NORTHWOODS DRIVE CE 8149 OSPI31064
N0RTHW0ODSDQyVE
\
E A 13 C
FC 18.4 38.4
T2 35.7 31.5
DCO 37.5 30.5
C2 69.5 40.9
69.9 41.1
83.4 49.3
83.9 49.6
ILEASE ENT
ITY
,
3BR OUSE (E)
DECK, TI NEW 10OOg SEPTIC TANK
1 OOOg SEPTIC TANK (E) CO
ABANDONED PER CODE
a DRAIN FIELD (E) IN FAILURE
'ABANDONED PER CODE
\
` �
| \
| �| SEPTIC AREA
� TH1 3\x���|``�``�INSTALLED LEV[LWAN|FOLD
SEPTIC AREA (
(PE-
' ",
`
4 wuwUPGRADE DR�R
DRAIN \ � ` ``—
J ` �|� 21� .8 (JEA) 50LFxO.5'EDx5'YY,2.V'TD
�
*cu—`-
ABANDONED PER CODE
._
.`
L
SEPTIC AREA (E) A— SEPTIC AREA (E)
SEPTIC AREA (E)
PANNONE ENG SVC, LLC OF A4. DI a/t205 /2 013
—8218 FAX (907)
PHONE (907) 272
NORTH WOODS, BLOCK 1, LOT 3
ANDREW SENSABAUGH Steven R. P�V6nW PERMIT NO.
22444 NORTHWOODS DRIVE CE 8149 OSPI31064
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE
STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE
WASTEWATER DISPOSAL SYSTEMS.
2. SCOPE OF WORK: INSTALLED NEW 1000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
3. GROUNDWATER WAS OBSERVED AT A DEPTH OF 8.5' BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE.
AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8.0' FEET BELOW EXISTING
GRADE.
) INSULATION
-R FABRIC
0 DRAIN PIPE W/ 1/8" HOLES 18" O.C.
N ROCK 6" ABOVE PIPE INV
-93.7 -93.2
-93.2 -92.7
ON/
SM
8/13/2013 SECTION
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 1000g
PERC RATE = 16-30 MPI
SOIL RATING: 0.6 GPD/SF
AREA ROD: 750 SF
SYS. TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 150.0 LF
USE:
(3EA) 50 LF X 5' WIDE, 0.5' E.D., 2.0' TO
TOTAL AREA: 750.0 SF
LEGEND
W WATER LINE/
WELL RADIUS
SS — NEW SEPTIC
NOTES: PC1L`I19O1`IL' ENG SVC, LLC
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
NORTH WOODS, BLOCK 1, LOT 3
ANDREW SENSABAUGH
22444 NORTHWOODS DRIVE
DESIGN DETAILS CHUGIAK, AK 99567
►�1:�:3:�111:ID�
CU
COPPER
DIP
DUCTILE IRON PIPE
w
m
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
RIGID INSULATION z
o
DCO
"4� o
DV
FILTER FABRIC o z
" o
0
fl
n m o
w
0
DRAIN ROCK 6" ABOVE PIPE INV f
ORIGINAL GRADE
FG
FINISH GRADE
i
4" 0 DRAIN PIPE
a
3
10009 SEPTIC
94.5
TRENCH SEE DESIGN
q
TANK
PROFILE
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 1000g
PERC RATE = 16-30 MPI
SOIL RATING: 0.6 GPD/SF
AREA ROD: 750 SF
SYS. TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 150.0 LF
USE:
(3EA) 50 LF X 5' WIDE, 0.5' E.D., 2.0' TO
TOTAL AREA: 750.0 SF
LEGEND
W WATER LINE/
WELL RADIUS
SS — NEW SEPTIC
NOTES: PC1L`I19O1`IL' ENG SVC, LLC
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
NORTH WOODS, BLOCK 1, LOT 3
ANDREW SENSABAUGH
22444 NORTHWOODS DRIVE
DESIGN DETAILS CHUGIAK, AK 99567
►�1:�:3:�111:ID�
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R. 1.
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
DV
DIVERTER VALVE
FS
FLOW SPLITTER
BFG
BELOW FINISH GRADE
OG
ORIGINAL GRADE
FG
FINISH GRADE
H�4.ol�i. „1/25/2013
*. 49 TH •.:*7/
NTS
.... . ..
P.I.D. NO
Steven R. Pannone
051-731-78
PERMIT N0.
OSP131064
X96.•. CE 8149
�s
r
(����FROFESSION�
Sheet
���""�
3 OF 3
Mu
ity of Ancho
Development Services Division
On -Site Water and Wastewater Program
vaent s
Z y
v
N
Department
*** VARIANCE/WAIVER REVIEW ****
Waiver#: OSVI61011 COSA#: _ Permit#; OSP131064
PID#: 081-731-78
Legal Description: North Woods, Block 1. Lot 3
Engineer: PES
Applicant: Andrew Sensabaugh
Your request for a waiver of the. required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 4.0 feet.
This waiver approval applies to the existing absorption field only. Any future upgrade to the on-
site wastewater disposal system will require all separation distances be met or another approval
from this department.
® The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected
adjacent property:
❑ Adjacent properties are not affected by this waiver.
.. ........ ................. ..■.... ......................................mean,
Waiver is Granted'. X Waiver is not Granted:
Date: Gr l Approved by
Name of Reviewer
..:.:.....rrm...■...,....■........... .......................... ........... ..N-
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: stevePpaneneak.com
March 26, 2015
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P O Box 196650
Anchorage, Alaska 99519-6650
Subject: North Woods Block 1, Lot 3
Lot Line Waiver Request
Ladies and Gentlemen.
Waivers. We request a waiver to 4.1' to the lot line. The absorption field had to be place inside the 10
foot offset. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding
lots now or in the future.
If you have any questions or concerns, please contact me at 907.272.8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP131064
Tax Code Number: 05173178000
Work Type: Septic
Permit Effective Dates: April 26, 2013 to
April 26, 2014
Design Engineer:
RN%W0'4Q
Subdivision: NORTH WOODSo
Site Legal Address: NORTH WOODS BILK 1 LT
3 G:1459
Owner/Address: SENSABAUGH ANDREW L
2564W STONEBLUFF DR WASILLAAK 996540766
Site Mailing Address: 22444 NORTHWOODS DR,
Chugiak Lot Size in Sq Ft:
Total Bedrooms:
This permit is for the construction of:
G-3-13
6/-7/3
1011-9113
20128
3
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage
/A; 001
IZ:ov
Y/,;,/ -
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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By
Col rev:sas ' IIvk %� k.
(20a Nevisas -`lto lu Aw.,d /bid)
CG3 rev:Ses !'ke �rtear desI kl.
COLI rtvr'Ws
Cc7s .-TP+04 WIA✓I;YOdl91•
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWERANELL PERMIT APPLICATION
Parcel I. D. 051-731-78
Property owner(s) ANDREW SENSABAUGH Day phone
Mailing address 2564 W STONEBLUFF DRIVE, WASILLA, AK 99654
Site address 22444 NORTHWOODS DRIVE, CHUGIAK, AK 99567
Legal description (Sub'd., Block & Lot) NORTH WOODS BLOCK 1, LOT 3
Legal description (Township, Range & Section)
Lot Size 20'128 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
SingleFamily
�,{
Absorption Field
Initial F-1
(SF)
LTJ
Septic Tank
Upgrade X
(w/wo ADU)
Duplex (D)
❑
Holding Tank
ElRenewal
ElMultiple
Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes. (?O3 VT VZS S +1eeV1,t1ee0
be fmv%%A0vte.
owner or
Permit/Rush Fees: 1530• `
Date of Payment: hea
Receipt Number: �1ct
Permit No. 1�S0131064
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Co3
Pannone Engineering Services u.c
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve0aanenaak.com
September 4, 2013
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: North Woods, Block 1, Lot 3
Permit #: OSP131064
Septic System Upgrade Permit Change Order
Ladies and Gentlemen:
I am writing to request a change order for OSP131064. The proposed systems will serve an existing three
(3) bedroom house. Currently the lot is developed. A 1000g septic tank will be installed. The design will be
changed to utilize 3ea 5'W trenches instead of a bed type drain field. This lot is served by a class 'A' well
that is located over 200' from the proposed drain field. The surrounding lots are served by the same
water system. There are no wells on surrounding lots within 200 feet of this system. There was an un-
used well on Lot 3, of Lampert Estates, Block 3, just to the south of this lot. That well has been
abandoned per code.
1. Soils. One test hole was excavated in the area of this drain filed by Pannone Engineering Services
in July of 2013, and groundwater was encountered in the test hole 8.5 feet below the ground surface. One
test hole was also excavated by Arc Terra in April of 2013 in which ground water was monitored at 6'
below ground level in June of 2013. It is my opinion, based on the results of the percolation tests and
overall soils appearance; an application rate of 0.6 gallons/day/square feet should be used for a
conventional wastewater system.
2. Soil Absorption System Design.
a. See Sheet 2 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain
field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography slopes from the east to west at approximately 5% in the
area of the proposed drain field. There are no steep slopes in the vicinity of this system.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
C0.1
Page 2 of 2
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no surrounding wells within 200 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
NORTHWOODS DRIVE
15' UTILITY EASE ENT
LOT 3
313R HOUSE (E)
DECK 10OOg SEPTIC TANK (P)
W1 DCO
10OOg SEPTIC TANK (E)
ABANDON PER CODE DRAIN FIELD (Q IN FAILURE
ABANDON PER CODE
TH 13 -1
1 0 '(AFC TERRA)
0.0 SEPTIC AREA (E)
s �' I
SEPTIC AREA J 10.0 INSTALL LEVEL MANIFOLD
TH1
(E) I \�
(PES) UPGRADE DRAIN FIELD (P)
10. 0 (3EA) 50LFxO.5'EDx5'W, 2.0'TD
10' UTILITY EASEMENT I
WELL
ABANDONED PIER CODE
7
SEPTIC -AREA (E)
SEPTIC AREA (E)
SEPTIC AREA (E)
NOTES:
PAMONE fNG SVC, LLC
"A 1"��
Date
10/22/2013
CHANGE ORDER
P.O. BOX 100217 ANCHORAGE, AK 99510
Scale
PHONE (907) 272-8218 FAX (907) 272-8211
.... . ... ....
.......... ...... ....
1"=50'
NORTH WOODS, BLOCK 1, LOT 3 .
I.D. NO
051-7 1-78
ANDREW SENSABAUGH
22444 NORTHWOODS DRIVE
Steven R. Pannone
CE 8149
PERMIT NO.
OSP1 31064
PLAN
CHUGIAK, AK 99567
klk�, ftFMES9
Sheet
I
1 OF 3
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE
STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE
WASTEWATER DISPOSAL SYSTEMS.
2. SCOPE OF WORK: INSTALL NEW 1000g SEPTIC TANK WITH 500g LIFT STATION AND SOIL ABSORPTION SYSTEM.
3. GROUNDWATER WAS OBSERVED AT A DEPTH OF 8.5' BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE.
IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 8.0' FEET BELOW EXISTING GRADE
NOTIFY THE ENGINEER IMMEDIATELY.
D INSULATION
ER FABRIC
0 DRAIN PIPE W/ 1/8° HOLES 18" O.C.
N ROCK 6" ABOVE PIPE INV
10009 SEPTIC TRENCH SEE DESIGN
TANK
PROFILE
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 10009
PERC RATE = 16-30 MPI
SOIL RATING: 0.6 GPD/SF
AREA ROD: 750 SF
SYS. TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 150.0 LF
LEGEND
W WATER LINE/
WELL RADIUS
— SS
USE:
(3EA) 50 LF X 5' WIDE, 0.5' E.D., 2.0' TD
TOTAL AREA: 750.0 SF
NEW SEPTIC
�...14
il
CU
GM/
SM
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
6/13/2013
T#
s
SECTION
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R. 1.
0
DCO
DOUBLE CLEAN OUT
-15.0
DIVERTER VALVE
FS
arWWc
3F
BFG
BELOW FINISH GRADE
OG
SON
FG
oa
'0
0
�3
�o
r
o
wo
z RIGID INSULATION z
jz
z
FILTER FABRIC o
z
0
E
DRAIN ROCK 6" ABOVE PIPE INV O
Z
R
0 DRAIN PIPE n
10009 SEPTIC TRENCH SEE DESIGN
TANK
PROFILE
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 10009
PERC RATE = 16-30 MPI
SOIL RATING: 0.6 GPD/SF
AREA ROD: 750 SF
SYS. TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 150.0 LF
LEGEND
W WATER LINE/
WELL RADIUS
— SS
USE:
(3EA) 50 LF X 5' WIDE, 0.5' E.D., 2.0' TD
TOTAL AREA: 750.0 SF
NEW SEPTIC
�...14
il
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
R. 1.
RIGID INSULATION
DCO
DOUBLE CLEAN OUT
DV
DIVERTER VALVE
FS
FLOW SPLITTER
BFG
BELOW FINISH GRADE
OG
ORIGINAL GRADE
FG
FINISH GRADE
NOTES: ������\\ Date
PANNONE ENG SVC, LLC pF AG `�l 9/4/2013
CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510 r '��•""'•qt4 (�
PHONE (907) 272-8218 FAX (907) 272-8211 j*49 � TM �yrr scaNTs
A ... .... .. . ..... P.I.D. NO
NORTH WOODS, BLOCK 1, LOT 3 051-731-78
ANDREW SENSABAUGH I S'te'ven 'R. ''a'nnone % PERMIT NO.
22444 NORTHWOODS DRIVE
CE 8149 j OSP131064
DESIGN DETAILS CHUGIAK, AK 99567 �1>t`r' ••• PSG sheet
kk �SSIO�
OFE�+
\�"`_� 2 OF 3
TEST HOLE
ORGANICS
OR/
1
OL
ORGANIC
NETTIME
WATERTIME
LEVEL
READING
SILTS
2
7/26/13
11:20
3-
5.30
—
45 4-
777F71:30
5
8.08
2.78
3
GM!
SILTY GRAVEL
g
SM
AND SAND
7
8
8
10
_Q
11
12
13 —�
14
15
BOH
16
17
16
DATE PERFORMED: 7126113
8113/13
CO3
SOILS LOG - PERCOLATION TEST
SLOPE
X
TH
10' UTILITY EASEb
7126/13
WAS GROUND WATER
ENCOUNTERED? Y
IF YES, AT WHAT
DEPTH? -13.0'-
DEPTH TO WATER AFTER
MONITORING? -8.5'-
DATE: 8/13113
SLOPE
13-1
C TERRA)
TH
X
READING
DATE
CLOCK
NETTIME
WATERTIME
LEVEL
READING
NETDROP
1
7/26/13
11:20
--
5.30
—
2
777F71:30
10 MIN
8.08
2.78
3
11:30
--
5.30
—
4
11:40
10 MIN
7.75
2.45
5
11:40
—
5.30
—
6
11:50
10 MIN
7.71
2.41
PEROLATION RATE 4.1 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 3 FT AND 4 FT
COMMENTS; Test hole excavated by ISABELLE CONSTRUCTION & EXCAVATING LLC..
Perc hole was presoaked. Test run for one hour. Last 3 readings reported
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL
�7G1�U�ID7LIINNES�I7N�TEFFECT ON7THE
�rDATE OF THIS TEST.
NOTES: Date
PAMONE ENG SVC. LLC �� OF AC l kl 8/26/2013
CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211 Scale
Scale
*: 49 TH ••*+� NTS
�...... -. P.I.D. NO
NORTH WOODS, BLOCK 1, LOT 3..sr-731-78
•teven •i�. annom•
ANDREW SENSABAUGH ePERMIT N0.
.•. CE 8149 j
22444 NORTHWOODS DRIVE � c OSP131064
SOILS LOG CHUGIAK, AK 99567 �11s� ••••• `r sheet
3 OF 3
Col
o Q►RCTERRq ".. m
3 ARC 1 ERRA
g CONSULTING, INC
212 E. 51" Ave, Anchorage, AK. 99503
N . Office (907) 868-3791, Fax (907) 868-3793
SOILS PERCOLATION TEST
Performed for: Andrew Sensabaugh Date Performed: 04tuAlzuio
Project: North Woods Block 1 Lot 3 TEST HOLE # TH 13-1
Depth
(Feet) SEE ATTACHED SITE PLAN
- ORG/OL FOR HOLE LOCATION
1-
SM/GM
B.O.H.
14-
15-
16-
17-
is-
19 -
HOLE PRESOAKED
20- PRIOR TO TESTING
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? 11.25' Date? 4/10/2013
1046/3//3
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
4/10/13
1:00
6"
-
2
1:30
30 min
48/16"
18/16"
- 3— -
*
-1:31 _
6"
4
2:01
30 min
48/16"
18/16"
5
*
2:02
6"
-
6
2:32
30 min
49/16"
17/16"
7
8
9
10
11
12
*
Water
Added
Percolation Rate 21 (min/in) Pere Hole Diameter 6"
Test Run Between 4 feet and 5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State
and Municipal guidelines in effect on this date.
r MUNICIPALITY OF ANCHORAGE r�
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
` .
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street. Anchorage. Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
PHONE � 94 -NEW
6 Q'3 ❑ UPGRADE
MAILING ADD
S
l./s til I
LEGAL DESCRIPTION
LOCATION
NO. OF BEDROOMS
o
DISTANCE TO:
Wel I D r A sorption area
/ f
Dwelling r
S
PERMIT NO.
�O 6
z
HZ
w
Manufacturer
Mat i
No, of cympartments
W
N
Lig. capac'tytin g &ns
(J (/ U
IF HOMEMADE:
Inside Ienath
Width —_
cue
Liquid depth
dDY
OISTANC
Well
Dwelling
PERMITNO.
Z
S?Fa-
MjAutsciurer
ater;al
CiquidcapanPy]ngallom�-
I
W =
DISTANCE TO:
W r
13Q�'T 10
Foundatio Nearest lot line '
-�- �J t
PERMIT NO.
u. Z
No. of fires
Leng t of each I/nq Z
0
Total length of lines Trench width a
O
Distance between es
~ I-
Top of file to finish grade t
nc
Material beneath the J 'CTs
Total effectivetsorp�
�
81area
+^[lies
7 7
W
Length
Width
1
Depth
PERMIT NO. ;
i H
W i
Type cib
Cnb meter
Crib de t
Total efl stye absorp on area
to
DISTANCE TO:
Well
Builtling foundation
Nearest lot line
Depth
Driller
Distance to lot line
PERMIT NO. i
WI
.
i
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
PIPE MATERIALS
:1,3b3 ((
I
I
SOIL TEST RATING
—
+
00
INSTAL
ER
/
r
REMARKS
if,?34,3
41
T1 11
0
0
_3631,
I
I
I
I
PQ PHOVED
DATE LEGAL
]onto t .. ^not
rNICIPALITY OF ANCHORAGE T•.
Department o� Health and Environmental-_otection
825 L Street, Anchorage, AK. 99501
264-4720
I I:Is
L -1&-V
ti HANDWRITTEN PERMIT
R= ON-SITE SEWER PERMIT
Applicant�L. Sk4Qgs Cr0[�S7`. Mailing Address: Po - 6o C ra
Location: 9btiuL4:004 -vo('" Phone Number:
cor 3 �- /�o� .2
Legal Description: Lot Size: Or 000
Type of Soil Absorption System Is:
Trench: L�'Drainfield: Seepage Bed: Holding Tank:
Maximum Number of
The
f
DEPTH
Bedrooms: Soil Rating(sq.ft/br) oV_00J
Required Size of the Soil Absorption System Is:
f
LENGTH. GRAVEL DEPTH O WIDTH
I
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet). i
* * REQUIRED SEPTIC(HOLDING) TANK SIZE _ /000 GALLONS
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* *.* TWO M INSPECTIONS ARE REQUIRED
Backfilling of any system without final inspection and approval by this department
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 feel
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private 'sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
I certify that:
(1)
(2)
(3)
* * * PERMIT EXPIRES DECEMBER 31, 1 9 3 1 * * *
I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
I will install the system in accordance with codes.
I understand that the on-site sewer system may require enlargement if
the
residence is remodeled to include more that edrooms.
Signed:Issued
bv:
Ap icant
g�
Date:
SWP/024(1/81)
y O & E ENG VEERING & DEVELO V1ENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Performed for:
SOIL LOG
Earl Ellis
i688-2280
Tel. No.' '
I
Mailing Address: <6U• I-NOf- 77r . {mak. Cts-b %
Legal Description: LOT 3 � K AJn�e-r-AJulcbO `�"A,0
Depth (feet) Soil Characteristics
0-
2-
3—M 2
3
4 �--7V�,>— S�nr�a w/C�cG'Gtcts
s
FA
Our r-f'o.>7 uN� �-No
10
11 _ CO F -14J -72r to
x•12 — +n)C:Nr'�2G1G -.�w Fr/��
13
14 _
15
16
Ground Water Encountered: Yes No If yes, what depth
Proposed Installation: Seepage Pit_ Drain Field 'wh
Fti-w r o ,tai Jv�
I
J.3LorJ� I
/Zo
JI�o�L-rx�woa0
PLOT PLAN
PERC.TEST,
9rc--- lei Ati,� i„»sJ
of F3_! @.zs_
fusa'i L
�,, T -
Performed b . u �5 �*+�'� Date: /�l / 9 g)
Municipality of Anchorager3o
On-Site Water & Wastewater Program(907) 343-79042016 3
CERTIFICATE OF ON-SITE SYSTEMS
Parcel I.D. 051-731-78 Expiration Date: ^�J
1. GENERAL INFORMATION
Complete legal description NORTHWOODS; BLOCK 1, LOT 3
Location (site address)
Current Property owner(s)
Mailing address
Real Estate Agent
22444 NORTHWOODS DRIVE *CHUGIAK AK
ANDREW SENSABAUGH Day phone
2564 W. STONEBLUFF DRIVE *WASILLA, AK
ANNA THOMAS Day phone
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
202-3420
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
E
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
®
Public Sewer
❑
WaiverNanance request for.
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $
Date of Payment
Receipt Number
COSA#
Distance: —
Date: T 6
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, 1 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. /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 GARNESS ENGINEERING GROUP, Ltd. Phone
Address 3701 E. TUDOR ROAD, SUITE 101 =ANCHORAGE, AK, 99507
Engineer's Printed Name
Engineer's Comments:
JEFFREY A. GARNESS, P.E.
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the
guidelines and regulations established by the Municipality ofAnchmage and industrypmctices. The reporfedresutts describe the
condition of the systemrs on the deters of evaluation. Separation distances were measured to readily identifiable features.
Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic
systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during
the year), quaRyof construction (materials and workmanship), and the water usage of the /amity utilizing the systemrs. These
condifions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
systemrs. therefore, GEG makes no warranty (express a implied) regarding the future performance of the well orsepik system.
GEG makes no repres mfalion whether air alternative well or septic system can be installed on the property in the event either of the
current systems fait. The content of this report is forthe sok benefit of the persoNpady who retained GEG. Reliance upon the
information pmvked in this report by any other person orparty, including but not limited to subsequent property purchasers, is not
authorized. In short GEG disavows any legal duty to anyone other than the persoNpartywho paid for this report.
6. DSD SIGNATURE
0
System #1 Approved for Z bedrooms.
System #2 Approved for bedrooms.
Disapproved.
337-6179
Date 6 d /6
Conditional approval for bedrooms, with the following stipulations: .1 l OF
1ninTFR Ai`4p
The Municipality or Anchorage Develop, emit Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTCHMENTS:
COSA Checklist_ Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
(Rev. 10/12112)
If more than 1 septic system Is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: NORTHWOODS; BLOCK 1, LOT 3 Parcel ID: 051-731-78
A. WELL DATA
Well type
Date completed
Total depth ft.
Date of test
Static water level
Well production
WATER SAMPLE R',
PUBLIC
If A, B, or C provide PWSID#
Sanitary seal (Y/N)—
Cased to ft.
FROM WELL LOG
Coliform _�' colonies/100 ml.
Vinic: ug./L.
B. SEPTIC/HOLDING TANK DATA
g.p.m.
Nitrate mg./L.
Date of sample:
Well Log (YIN) _
Wires properly protected
Casing height (ab R
ATI CT
Collected by:
in.
TankType/Material
SEPTIC/STEEL
Date installed
10/18-21/2013
Tank size 1000 gal.
Number of Compartments 2
Cleanouts (Y/N)
YES
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A
Date ofpumping ! Pumper ` 5 L-4 m✓J�L1 G%
C. ABSORPTION FIELD DATA BELOW EXISTING GRAD
Date Installed 10/1 B-21/2013 Soil rating 6._p._d_Aborftlbdrm) 0_6 - System type MOUNDED SHALLOW TRENCH
Length 150 ft. Width 5 ft: Gravel below pipe 0.5 ft.
Total depth *2.7+ ft. Eff. absorption area 750 f? Monitoring tube YES Depression over field NO
Date of adequacy test 5/3/2016 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 687 gal. New depth 5 in.
Elapsed Time:.., 30 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date
INTRODUCED WATER INTO MIDDLE TRENCH ONLY, NORTH AND SOUTH''}
TRENCHES REMAINED DRY THROUGHOUT TEST
D. LIFT STATION
PUBLIC
Date installed Size in gallons Menhole/Access (Y/N)
"Pump on" level at in. "Pump ofr level at in. High water alarm level
Datum Cycles tested Meets alarm & requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/Ilft station on lot On adjacent lots
Absorption field on lot—
Public ;sewer mainSewer service line
An-Imal containment areas
On adjacent lots
Public sewer manhole/deanout
Holding tank
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots **100'+ PVT & 200'+ PUBLIC
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
*4'
Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots **100'+ PVT & 200'+ PUBLIC
F. COMMENTS
*WR#OSV151011 **COULD NOT
LOCATE WELL ON
LAMPERT ESTATES; BLOCK 2,
LOT 3
& 4 (22441
LAMPERT CIRCLE & 22453 LAMPERT CIRCLE). "NO
TRESPASSING" SIGNS
ON LOT,
WELL
LOCATION
WAS NOT PHYSICALLY VERIFIED,
HOWEVER, WELL WAS DECOMMISSIONED
TO CODE
PER
1992 COSA BY
TOBBEN SPURKLAND, P.E.
G. ENGINEER'S
I certify that I have determined through tied inspections and
review of Municipal records that the above systems are in
conformance with MOA COSH guidelines in etfact on Nlis
date.
Engineees-Printed Name JEFFREY A. GARNESS
Date
(Rev.11105)
F11161111,040 PON
8t+ IAm
cow
I'"(ANpAfA°1e�°. ---------------------
afto
mmomomia
NORTHWOODS DRIVE
ax fwD SETMW
100.40" NW 00' 00"E
'
15' UTIL ESto T-
A6+A ■IIILWa.Y'Ie.ot
GRAVEL
DRIVE
.24.5' 20.0'.,
....
w AT
V
In
N
T rn 4 w
EXISTING - P'
N
a
HOUSE
56.5'
'o
4
2
Zj
g
SHED
�
PHI
o.S
S894 54, 24"w 744.40'
UNDER NO CIRCUMSTANCES SHOULD AN AS-BUILT BE USED FOR OONSTRUC'DON OR FOR ESTABLISHING BOUNDARY OR FENCE UNES.
THE TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY OWY FOR THE COST OF THE SURVEY.
THE SURVEYOR TAKES RESPiNSOUiY FOR INITIAL
USTED DISTANCES. PREVAIL OVER SCAUNG.. REPRWUCTION MAY CAUSE ERRORS IN .SCA-£
LWTsam SURVEY TYPE
SYMBOLS
ASPHALT
FOU18MA90Ii AS-MT
} RAL BTRUmm AS-8ULT
SET REBAR DRAINAGE
O FOUND REBAR .e e-a. FWOGD FENCE a ° CONCKTE
P-OT:AtAN .... As-eULT...... WRtCy ... T01VVAlmr
� ASSUMED MEI+..-I}--+A—)E METAL FENCE. MOD DECK
t NO CMMS 91
PLOT PLANS & LOT SURVEYS
NOTES
IT IS THE RESPONSU 31UTY OF THE BUILDER OR OWNER, PRIOR TO
VERIFY. PROPOSED BUILDINO GRADE RELATIVE
ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE VA" B£
SHOWN, FENCES, WELLS. SEPTIC CLEANOUTS. SIDEWALKS. DRIVEWAYS.
CONSTRUCTION, TO
TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE
ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SLOW
SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED.
'.. THE EXISTENCE OF ANY EASEMENTS COVENANTS. OR RESTRICTIONS
WHICH .DO NOT APPEAR ON THE RECORDED SUBDIVISION PIAT.
MAY PREVENT
ALL DISTANCES ARE RECORD UNLESS OTHERVASE NOTED.
Prepared by
SURVEY CERTIFICATION '*ayaay
+�
Robert E. Johns, Jr. & Assoc.
PLAT PUN
Surveyors
nr elk I Aw Mlw.eb •nyM ' .
Professional Land
I Ir
m. wne w «Wbn.a • «9w W aaa.n
1700 Brink DAw..
ANU7tORACE, ALASKA 94504
YM M W Olw aN b IM Md «.fryAr
w..b. rm i
Ssste: I
Rea Lot sF,
Rec Pest FP* No
.w�.r wm4anu
r
48th"�
e ....�
U e
1 40
FOUNDATION AS- BN-T y4 K.�.
4 ndwt 6. b t, A�.CY SWM u«.i ,
� � ....I . «.» . i ,�t :.... .. .....N
Dots p5131116
Drawn by
REJ
Check b .
.FMK
n»... /
rnb.b.. mA aw.+lbn r t e.tia * ROBERT £.JOHNS JR t x
«» t
iA '1.•
Dste D nwn 08!31116
mid` 1459
w D 16-191
_ 0 4127—S ens
Led DescriptMn:
FINAL STRUCTURE AS-BUILT m r s' 4,';
f•� ''
Rte 'r'�o L+,��
LOT 3 BLOCK 1
Manaesf s..hwe h..en tee4ional
�«�:.«'••,,••��•• �taaaa,�s*s
.NORTH WOODS
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. 4 S1-'7 3 1- 78 COSA # O a 0,3 R O
Expiration Date: R — l ST — OJ
GENERAL INFORMATION
Complete legal description `nor -4h Mfoe) 1— L 3 B 1 -
Location
Location (site address) a q q y -YJ er-f1, m ern G1_ Ar, (I, ,,u;, a h .
Current Property owner(s) r,,L- (Alord Day phone ,;t - ,ice 1'1
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Day phone
I
r_;1,dj4 :incl6lorn Day phone _ 0LI - 9 'I �<
C-atGxf i dr+rl Ple-CIV O 11,111 Old (T -U nni HiW, r= -f2
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ❑ Individual On-site 1. r
Individual Water Storage ❑ Individual Holding Tank El
Community Class _ Well Community On-site ❑
Public Water System 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 gfffe�eQct a�t the time of installation.
Name of Firm j ,A2 £ ((.( 1) %e—V//,I .Y Phone "_4v
Address &4g, 4 S && P`,%� &"!P
Engineer's Printed Name JMoff/J E.
S. DSD SIGNATURE
JZ Approved for .3 bedrooms.
Disapproved.
C
Conditional approval for bedrooms, with the following stipulations:
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By; Al/ o_,L� Original Certificate Date:
(Rw. 7105)
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: koR11.4Wooss !bT 3 gLk i
A. WELL DATA
Well type J,
Date completed
Total depth ft.
Date of test
Static water level
Well production
WATER SAMPLE RE:
Coliform ob
Ar ug/L
If A, B, or C provide PWSID #
Sanitary seal (Y/N) _
Cased to ft.
FROM WELL LOG
ft.
00 mL Nitrate mg/L
date of sample:
B. SEPTIC/HOLDING TANK DATA
Parcel ID: 05'1-731-7E
-P(A L I L WATT --_l2.
Well Log (Y/N)
Wires properly protected (Y/N)
Casing height (above und) in.
AT INSPE -� ON
Other bacteria
Collected by:
fi#
colonies/100 mL
Tank Type/Material Date installed L
Tank size 1, QQo gal. Number of Compartments a- Cleanouts (DN) (Aon
Foundation cleanout 6)N) Depression over tank (YfbQ ttl{Z High water alarm (Y(I
Date of pumping -.1/14 /D 6 Pumper Tim S f ume1*r)
C. ABSORPTION FIELD DATA
Date installed 6 11 JF I f Soil rating (g.p.d./ft2 or /lxJr ) J.00 System type -n-.r nrG,
Length 1iZ- ft. Width 3 ft. Gravel below pipe 1ZI '4' ft.
Total depth/.I- ft. Eft. absorption area 21ft: Monitoring tube Lkl. Depression over field .72&
/ i
Date of adequacy test 2f�of Results (Fail) -aa4.,J_ For -3_ bedrooms
I
Fluid depth in absorption field before test _Q_ in. Water added gal. New depth in.
Elapsed Time: /min. Final fluid depth in. Absorption rate >= q5-0 Id.
9•P.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) . ,, nerig la.-,o,A )r, If yes, give date I —
'X SE'b' &;,MW%fW) S
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
Absorption field on lot
Public sewer main
Sewer /seofiale-rvice line
containment areas
ManholelAccess(Y/N)
High water alarm level at
Meets alarm &
On adjacent lots
On adjacent lots
flal
-PtA 6i -I (— t/ J%k TEY2
Public sewer manhole/cleanout
Holding tank
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation + S I Property line -f '; I Absorption field 1
Water main +10 ' Water service line t 10 Surface water I OU'
Wells on adjacent lots + a.00'
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line -r 10 1 Building foundation -* 10' Water main -r 10,
Water Service line I-10, Surface water 1100, Driveway. parking/vehicle storage + a.0'
Curtain drain 4.✓mayWells on adjacent lots + oO'
F. COMMENTS
J -r 6,LJ vd6Nn �tSedtr,c,c_ • ,T"VC1rt7' To Sie)rvw\ or
G. ENGINEER'S CERTIFICATION (7.5') AATrfkkTHAJ T'S
I certify that I have determined through field inspections and i
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date. i
Engineer's Printed NameC�NA-) E. ��ly
Date F/�
COSA Fee $ y3a
Date of Payment 01 1a6
Receipt Number 0146
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
JOHN E. WOOD
CE -4630
wkeS *,�10 r
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EASEMENTS OF RECORD, OTHER THAN
THOSE SHO.'/%4 ON THE RECORDED
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EASEMENTS OF RECORD, OTHER THAN
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Anellereal, A4lte 31 OCY, 1994
IT.
SCALE I' •40'
toe+ No. I/n
OF 4 C
re [/ 4
T� `
HfMII N,tderw
Y, ••. W. 1 ioF'1
i
Municipality of.Anchorage
Development Services Department
Building Safety Division .
Onsite Water & Wastewater Program r
4700 South Bragaw SL
P.O. Box 196650 Andwrage,'AK 99519.8650
www.d.anchorage:akus
(907) 343-7904'
CERTIFICATE OF HEALTH AUTHORITY. APPROVAL
FOR ASINGLE FAMILY, DWELLING' `
Parcel I.D. 051-731-78
1. GENERAL INFORMATION
HAA# HA 1
Expiration Date::_
Complete legal description NORTHWOODS SUBDIVISION: LOT 3. BLOCK 1.
Location (site address or directions) 22444 NORTHWOODS'DRIVE • CHUGIAK AK 99567
I
Current Property owner(s) LINDA JONES Day phone 688-1253
i
Mailing address 22444 NORTHWOODS DRIVE • CHUGIAK. AK 99567
Lending agency
Mailing address
Day phone
Real Estate Agent PEGGY GONZALEZ w% DYNAMIC REALM
Day phone 261-7618
Mailing address 3111 "C' STREET * ANCHORAGE, AK -99503
I
Unless otherw1se requested, HAA will be held by DSD for p/ckup. i
2. NUMBER OF BEDROOMS: ►3
3. TYPE OF WATER SUPPLY:
*THE SEPTIC SYSTEM IS SIZED FOR
3 BEDROOMS. THE HOUSE IS ONLY
A 2 BEDROOM RESIDENCE.
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
Individual Water Storage
❑
Individual Holding tank
❑
Community Class "A' Well
N
Community On-site
❑
Public Water System
❑
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. Certificates 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.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $810.00 at, or prior
to ciosing for the engineering services provided.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, l verify that my
investigation, based on procedures outlined in the Health AuthorityApproval 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 wafor supply and/or was Iowa ter 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 Finn ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone
Address 6901 DEBARR ROAD, SUITE 213 ' ANCHORAGE, AK 99504
Engineer's Printed Name JEFFREY A GARNESS. P.E.
Engineer's Comments:
In conducting this evaluation, AMNC, Inc. attempted fo provldo a thorough,
conscientious engineering analysts of the system In accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results dosonbod the performance of the
system under the conditions encountered at the time of the test and separation
distances measured to readily identifiable features. The operational fife of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the lamiy being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do meyguarantoe that
there are no hidden defects or encroachments. AWWQ, Inc. can therefore not provide
any warranty or future estimate of howlong the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the solo benefit of the owner fisled above. Anyrellanco upon or use of lhls report by any
other person or party Is not authorized, nor will It confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the flowing
Date
337-6179
S12_'1101
ON-SITE
: WATER AND
WASTEWATER
• PROGRAM
„un
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
l� Manitenance Agreements
Supplemental Engineers Reort
Other
By, o0"t/ v Original Certificate Date. 17L —
Quw. +groom
Municipality of Anchorage
Development Services Department
O"ite wow & Wastewater Program
47W South Bragaw SL
P.O. Baht 196850 Anohorege, AK 695198850
www.aanelara6e1k.ue
MM 343 -TW
HEALTH AUTHORITY APPROVAL CHECKLIST
i
i
Legal Description: NORTH WOODS SUBDIVISION, LAT 3. BLOCK 1, Parcel ID: 051-731-78
A. WELL DATA PUBLIC WAT E R
wen type -A- K A, B, or C provide PWSID/F213001 Web Log (Y/N)
Date ccrnpleted Sartilary seal P1opeM protected (YM)
Cased to R Casing height (above ground) in.
FROM WELL LOG AT INSPECTION
Data of teat
Statle water level it R
W ctlon g.p m.
g.p.m.
WATER SAMPLE RESULTS:
I
Conform coloniesM00 ml. Nitrate mgJL. on 10D ml.
Date Collected Hy:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Materkd STEEL Date Iristaiied 6/18/81
Tank size 1000 gal. Number of Compartments 2 Cleanout (YIN) YES
Foundation cleanout (Y/N) YES Depression over tank (YM) NO Ngh water alarm (YM) N/A
Date of pumping 3/23/01 Pumper JR'S PUMPING
i
C. ABSORPTION FIELD DATA TME oe sarsrONLY A S
Date instaned 6/18/81 so raft (g,p dJft%r1� 200 System type TRENCH
Length 42 R. Width 3 R Gravel below pipe 8 fL
Total depth 12 R Ef - abaorptlon area 672 fe Montto ft tube •+YES Depresslon over field NO
Date of adequacy test 3/23/01 Results (Pass/Fan) PASS For'3 bedrooms
Fluid depth in absorption field beforeteat 63 in. Water added 708 gay. New depth 89-5 In.
Elapsed Time: 1210 min. Flea) fiukt depth 72 in. Absorption rate >w 450+ g.p d.
AnY reluvena110n treatment (past 12 mo.) (YM S type) NONE KNOWN If yes, give date —
**SUMP ONLY EXTENDS 89.5' BELOW THE INVERT
D. LIFT STATION
Date in stalled Size in gallons
'Pump on' level at n.
E SEPARATION DISTANCES
High water alarm level at in.
Cycles tesMd Meets elarm 6 circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAiR station on lot
Absorption geld on krt
Public sewer main
Brie
PUBLIC WATER
On adjacent
Lg
Public sewer manhole/cleanout
Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation
5'+
Property One
5'+
Absorption geld
5'+
Water service Brie
100+
Water main
10,+
Water service one
10'+
Surface water
100,+
Wells on adjacent Ift 200'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
property Brie
10'+
Suliding foundation
10'+
Water main 10,+
Water service Brie
100+
Surface water
1001+
Driveway. parldrp/vehide storage 20'+
Curtain drain NONE KNOWN Wells on adjacent lots-1-00L±—
F.
Ns200'+
F. COMMENTS
0. ENGINEER'S CERTIFICATION
I car* that I have determined through Reld Inspections and
review of MuMdpal records Nat the above systems are In
conformance with MDA HAA guidelInes In effect on Nis date.
Gamess:
Engineer's Pame JEFFREY A. GARNESS
Date r,201
HAA Fee S 30D LO Welver Fee S
Daae of Payment L j - fl - O N Data of Payment
Receipt Number 014 19 Receipt Number
(Rev. UMM
- MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES.
Division of Environmental Services
On -Site Services Section �9
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744 /
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcell.D.#-b5�'731=78' HAA#_ HA940590
1. GENERAL INFORMATION
Complete legal description Lot 3; i3tocii 1; Mckth Woode Subdivision
Location (site address or directions) 22444 Noathwooda
V4i.ve
Chug alz AK
Property owner Tom Haztett
Day phone 688-2444
Mailing address 22444 Nowthwoodd Uhive Chua•iak AK 99567
•;Lending agency
Day phone
Mailing address'
Agent -' -Tom Stiiafeman/ DYNAMIC PROPERTIES
Day phone 261-7655
Address 3111 Or" cinocf Suite 100 ••. Ancho4 e,'
AK `;99503
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 2
f
3 . TYPE OF WATER SUPPLY
Individual well
- - —
Community well
Public water
r' IL
NOTE: If community well system, provide written confirmation
from Stafe ADEC es -
Ing to the legality and status of system.
a '
-'4. - TYPE OF WASTEWATER DISPOSAL:*-- = _ _.
'•., 4;C' • ' ' ' . ;•`��;+ :'
Individual on-site XXX
_
_. _ Holding tank >_: .... ' " - ., '...
:•� ,
-.
,.
Community on -site•
-
Public sewer
„ NOTE- ; If community. wastewater system, provide written confirmation from State AD EC
attesting to the legality and status of system in!: - !:,
•> > ;•: z a1 NKl cz? cel ;-
T2'*j In". IM) front MOA <21 �. .... .. .�. .' _.
..--.,. - r •:'S_a,Wr
5. 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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verity 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm -f 41 ENCrN j exj C_ Phone 6 C1 y - ;Lq 7
Address
17o 3Y C4cc.c <,,/fA L4o' /?,0 4c ff/Vt%, ASC, g9•r`77
Engineers signature �� '—� /7t— Date /o Ak-%
C
I�:0A ROURT C. COWAN
CE•8801 +rte
... .._ - ,
6. DHHS SIGNATURE i`aaaaz>o���
Approved for �� bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
By:. ' � Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an Independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes
and theirlending institutions in ordertosatisty certain federal and state requirements. Employees of DHHSdo not
conduct Inspections or analyze data before a certificate is issued. The Municipality of Anchorage Is not
responsible for errors or omissions in the professional engineer's work. Cf
Municipality of Anchorage AL
O Department of Health and Human Services IN
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: t-.,- 3 Li 1 N o,,� 1. SLParcel I.D.
A. Well Data
Well type /k If A, B, or C, attach ADEC letter. ADEC water system number_ 2/3 00 /
Log present (Y/N) Date completed Driller
Total depth Cased to Casing height
Sanitary seal (YIN) Wires property protected (Y
FROM WELL LOG
Date of test
Static water level
Well flow
SEPARATION DISTANCES FROM WELL TO:
Septiclholding tank on lot 7e o 14-
PECTION
A z
R,� y
z�
�. g.pr c .
..� A O
<b �
b
P N
g
N
On adjacent lots = m
Absorption field on lot z+o rf ; On adjacent lots
Public sewer main Public sewer manhole/cleanout
Sewer service line Petroleum tank
WATER SAMPLE RESULTS:
Other bacteria
DaCollected by:
i
B. SEPTIC/HOLDING TANK DATA
Date installed 6161 Tank size /oo o Compartments z-
Cleanouts (94) Foundation cleanout (YO �% Depression (Y N
High water alarm (Y19) .-� Alarm tested (Y/N "/ t
Date of pumping Pumper T -•Z, ,SSI r7 L
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot On adjacent lots 2-.,:) r 4 —Foundation S"
To property line /0,-/., Absorption field /o/ Water main/service line �� 14 -
Surface water/drainage /OC3 10P -
72-026
d-
72.026 W)•Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date Installed Manufacturer
Size In gallons Manhole/Access (Y/N)
Vent (YIN) 'Pump on" level at
High water alarm levet
Meets MOA electrical codes (YIN)
SEPARATION
D. ABSORPTION FIELD DATA
LIFT STATION TO:
at
I adjacent lots Surface water
Date installed (, D / Soil rating (GPD/Ftz) 7--G llxle— System type
Length �L r Width 3' Gravel thickness E' Total depth 11 '
Total absorption area 1072 Cleanout present&)_Depression over field (Y/NP J
Date of adequacy test 7-4-9-f Results (passtfaB) Osr-s s for .7 Bedrooms
Water level in absorption field before test After test 1
Pe jid treatment (past 12 months) IIQ °� �8 Yes, give date
`tlr�2�' OG L-t1za,o—ff)At.- I'lsP6 .-n6A Io,7 6ccf
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot r't,( On adjacent lots Zo' r Property line
To building foundation Zo 14, To ext ting or abandoned system on lot
On adjacent lots 3o r h Cutbank Water main/service line 00
Surface water / / oo 14- Driveway, parkinglVehicle storage area 70 j
Curtain drain Ia,4g- " t a
E. ENGINEERS CERTIFICATION
I cer* that t have checked, verified, or oonlormed to all MOA and HAA guidelines in
Signature 74 /< e ✓ ,
Engineer's Name ' eo /?f e % C ( e wd
Date IO /a 9 I q'/
HAA Fee $ �-5�
Date of Payment / -7
Receipt Number
72-028 rM' Bade
Waiver Fee $
Date of Payment
Receipt Number
CE -8301
n� FC....,. .tea
this Inspection.
MUNICIPALANCHORAGE
• DEPARTMENT OF HEALTH
& HUMAN SERVICES
Division of Environmental Services
On -Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcell.D.lt IQL-131-210,
1. GENERAL INFORMATION
Complete legal description Lot 3
HAA N VA C101 tirlhln 6
Location (site address or directions) 22444 Northwoods Drive, Chugiak, Alaska
I
Property owner Steve and Karen Parker Day phone 248-3535 hm
561-1500 wk
Mailing address P -O- Pox 221583, Anchorage, Alaa_ka 99522 1
Lending agency Day phone i
Mailing address
I
Agent ProokP — rFNTURY 21 /mr.ONTAr. RFAr. F-SrAT . Day phone F96-9600
Address 11901 Business Boulevard, Suite 103, Eagle River, Alaska 99577
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 2
3. TYPE OF WATER SUPPLY:
Individual well
Community well xxx
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site xxx
Holding tank
Community on-site
Public sewer i
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025(R".1/91) Front MOA621
i
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, t verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. l furtherverify that based on the information obtained from
the Municipality of Anchorage files and from my Investigation and inspection, the on isite water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm S & S ENGINEERING phone
ape oad Na: 204
Address Eagle River, Alaska 99577
Engineer's signature Date 2—
6. DHHS SIGNATURE
Approved for bedrooms.
Disapproved.
a
Conditional approval for
Additional Comments
bedrooms, with the following stipulations:
e
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an Independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions In order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage Is not
responsible for errors or omissions in the professional engineer's work.
72 -WS M v. 11911 8a k MOA R1
i, Municipality of Anchorage AL
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: I T 5 hue- ( 0"'I
ooOS �%a
A. WELL DATA
Well type If A. B, or C, attach ADEC letter.
Log present (YIN)
Date completed
Parcell.D.
ADEC water system number _Z13�j
Driller
Total depth Cased to
Casing height
Sanitary seat (Y/N)
Wires properly protected (Y/N)
FROM WELL LOG
AT INSPECTION
Date of test
Static water level
T
r
Well flow-�
g.p.m.
g.p.
Pump level
'C
�o
A .
IT7
'
SEPARATION DISTANCES FROM WELL TO:
L3
1
Septic/holding tank on lot
On adjacent lots
N n
T
Absorption field on lot �%r ; On adjacent lots
Public sewer main Public sewer manhole/cleanout
Sewer service line Petroleum tank
WATER SAMPLE RESULTS:
Coliform Nitrate
Date of sample:
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed Tank size / [JOD Compartments 2
CieanoutsX%N) Foundation cleanout (Y6cp_*_d_ Depression (YINP
High water alarm (Y/N) /A- Alarm tested (Y/N)
Date of pumping Pumper�s� QI X i
Fc. o•
SEPARATION DISTAN ES FROM SEPTIC/HOLDIN� TANK TO:-r_"v1E o/- /1./ S L-4- -C ,1
/ff /
Weil(s) on lot On adjacent lots Oyyl _> - Foundation S
bf} 1
Topropertyline � Absorptionfieid �b � ' Watermain/serviceline� �
1
Surface water/drainage I 1 +_
1!5';> 1 -f- T GtsASS `e-' e NoT
72-026 (Rev. 7191) Front e,J,/ r:oT 3 /A'1.4 Pnzl-es �, _.
/"! OSS)
CONTINUED ON BACK PAGE
C. LIFT STATION -
Date Installed
Size in gallons
Vent(Y/N)
High water alarm level
"Pump on" level at
Meets MOA electrical codes (Y/N)
Manufacturer
— Manhole/Access (Y/N)
- "Pump off" levet at
Cycles tested
— r
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
D. ABSORPTION FIELD DATA
On adjacent lots
Surface water
Date Installed ("A Soil rating �d �/� System type
r
Length `AZ Width 3 Gravel thickness t3 Total depth �2
Total absorption area Cieanouts present&77N) V
Depression ever field (YLS'jL Date of equacy test 2- -T-93
Results/it) �S for 3 �)Z bedrooms
Peroxide treatment (past 12 months) (Y45P A_ WoLJJ If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO: 2 62Mr—/IAL� /\�b
Well on lot �o�a, On adjacent lots 2oD d Property line 1
To building foundation '� t % To,e 'sting or abandoned system on lot 'd'
On adjacent lots �( � Cutbank�Watermain/service line ,,�vt�
Surface water ov f 4 Driveway, parking/vehicle storage area �2 t�
Curtain drain /I(_ Igg
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in
S L 5 ENGINEERING
Signature 17034 Eagle River loop Road No. 204
ap a River, AI-Sku 99577
Engineer's Name
Date
HAA Fee $ /70
Date of Payment
Receipt Number
n-we(Ray. 3191) Back MOA 21
— /U —
Sk
Waiver Fee: $
Date of Payment
Receipt Number
R
ROGER J.
No. f
of this inspection.
Sc'
i
• �� n � � O � n L
S
WALTER J. NICKEL, GOVERNOR
IUuI►J (('jjU"ll`JJ
DEPT. OF ENVIRONMENTAL CONSE111ATION i
ANCHORAGE DISTRICT OFFICE (907) 349-7755
800 E. DIMOND BLVD., SUITE 3-470 I
ANCHORAGE, ALASKA 99515
December 15, 1992 '
Mr. Roger Shafer
S & S Engineering
SUBJECT: Northwoods Subdivision
Class `A' Public Water System, PWSID 213001
Dear Mr. Shafer:
have completed a review of this office's files concerning the monitoring status of the
above -referenced Class 'A" Public Water System and found the following:
i
1. The last satisfactory Total Coliform Bacteria Sample results was submitted
to this Department on December 3, 1992. This does meet the provisions
of 18 AAC 80.200(a), of the State Drinking Water Regulations.
2. The last inorganic Chemical Contaminants Sample results were submitted
to this Department on April 21, 1992. This does meet the provisio6s of 18
AAC 80.200(a), of the State Drinking Water Regulations.
3. The last Radioactive Contaminants Sample results were submitted to the
Department on July 1, 1992. This does meet the provisions of 18 AAC
80.200(a), State Drinking Water Regulations.
4. The last Organic Chemical Contaminants/Volatile Organic Chemical were
submitted to this Department on June 2, 1992. This does meet the
provisions of 18 AAC 80.200(a), State Drinking Water Regulations.
Issuance of this letter does not imply that the above -referenced Class W Public Water
System is in compliance with other provisions of the State Drinking Regulations.'
If you have any questions on the above information, please do not hesitate to contact this
office at 349-7755.
Sincerely,
�Wc
Michael Lu
Environmental Eng. Asst. II
�F11 panted on rec,cled pane, by C.O.
r`,
MUNICIPALITY OF ANCHORAGE
DIVISION OF EIVIPONMEN`IAL HEALTH
DEPARTMENT OF HEALTH AND CW1RO1NZENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICA1
1. General Information
(a) Legal Description (
I-4to block,
Application Date
, section,
tcwrship, range)
Location (address or direction�ss) /+ O�u�
O►J NV P e. oat G� 3-t1To..,. 7
vcN 6u'4r- //-- //��
(b) Applicants Name S/�t t /vEilSaN Telephone
Applicants
s2 �r 'eo ?6z
(c) Applicant is (check one)
Buyer [1-1 ; Other
(d) Lerdirg Institution
Address
i
Lending Ins
Gu�/ I/ns�5�t� .
O.mr/builder
(explain
-IN
AZvL11yn ;
✓/ Telephone
_ r
(e) Ictal Estate Co. b Agent /UTA=�%t J1 9�� d�✓�� �`^ ��
Addresses !
Telephone
2. Type of Pesiderce
Single -Family Multi -Family Other (describe)
2 '
Number of Bedrooms �
3. Water Supply C1
/��^ k Individual Fkll Camunity, Public C�4-/7J >
Note: If community well system, must have written confirmation f±on the State
Department of Envirormertal Conservation attesting to the legality and s
Is the well adequate for the nkmiber of bedrooms specified in this HAA ( 1
4. Sewage Disposal
i
OrsiteyH;� Public Ccrmnity Holding Tark
i
Is the wastewater disposal system adequate for the nunber of bedrooms (Y
(Page 1 of 21
2-15-84
5. Engineering Firm Providing Inspections, Tests, Data and Information
I certify h ve checke , verified, or conformed to all MOA HAA Guidelines in
effect on da nspection.
Signe Datey/—017�
Name Firm Telephone
Address #H8: £ GINEERING
Uri Signed by .,., C•�.
Date
( ENGINEER SEAL)
6.DEEP Approval
Approved for 3 bec�oaas Fly
r
J v
A. s !
a�i.�
Approved M Disapproved Q Conditional
Terms of Conditional Approval
Date
I
The Municipality of Anchorage Department of Fbalth and Envirer:mantal Protection does
not guarantee the ccr:tinued satisfactory performance of the water supply and/or the
wastewater disposal system. This approval indicates that, as of the validation date
shown above, based on the data and information furnished by an engineer registered in
the State of Alaska, the water supply and wastewater disposal system W safe and func-
,ticnal for the number of bedroa s and type of structure indicated..
+' (DHEPP SEAL)
7. Mail the the ollowing address:
KB2/d5/s
[Page 2 of 21
n L 3
i
MUNICMI IT OF ANCHORAD!
MUNICIPALITY OF ANCHORAGE (MOA) DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
HEALTH AUTHORITY, APPROVAL (HAA)
CHECKLIST -FEBRUARY 1984 pMAR ?. 9 100AA. WELL DATA / u L ( AtUIVED
Well ClassificationS ,AC, D.E.C. Appr
Well Log Present (Y/N) Da , B,leted ield
Total Depth Cased to Depth of Grouting
Static Water Level Pump Set At
Casing Height.Above Ground Sanitary Seal on Casing (Y/N)
I
Electrical Wiring in Ccnduit (Y/N) .Depression Around Wellhead (YIN)
Separation Distances from Well:
To Septic/Holding Tank on Lot IAOn Adjoining Lots I
To Nearest Edge of Absorption Field on Lot T On Adjoining Lots
To Nearest Public Sewer Lire To Nearest Public Sewer
Cleancut/Manhole To Nearest Sewer Service Line onLot
Water Sample Collected By Date
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Instali Size %t No. ;arpartments
Standpipes Y _ Air -tight Caps (Y Foundation Clearest ) ��
Depression over Tank Date Last PprVed
Pumping/Maintenance Contract on File ( for
Holding Tank High -Water Alarm (YIN) Temporary Holding Tank Permit (Y/N
Separation Distances from Septic/Holding Tank:
To Water -Supply Well elf h' L-/ G To Building Foundation
To Property Line To Disposal Field
To Water Main/Service Line To Stream, Porti, Lake, or Major Drainage
Course
Comments SP th Q I
?42 ` int
(Page 1 of 21 1
2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in tics ttrata Z Q� Type of System Design
Date Installed 04d J Length of Field Z
width of Field Depth of Field Z
^�7 Gravel Bed Thickness
Square Feet.of Absorption Apea L7 / 7/ Standpipes Present Y
Depression over Field J Date of Last Adequacy Trost ,3 Z
Results of Last Adequacy Test C C 1
Separation Distance from Absorption Field: ID
To water -Supply wall G / C To Property Line
To Building Foundati ZO7,L- To Existing or Abandoned System on
Lot w s Cn Adjoining Lots c5�0)
To water Main/ rvice Line ,• �l L 4 To Cutbank(if sent) r V—
To Stream/Porxi/Lake/cr Major Dr inage Course
To Driveway, Parking Area, cr ehicle Storage /Area / /lf % /'�%� 7
Cawents ?fid x. �DK t
D. LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at I
High water Alarm Level at
Tested for
Electrical Codes(YM) _-
C, nt
Cements
Dimensions
Manhole/Access (Y/N) '
"Pump Off" Level at
Vent (YM)
Pumping Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify th ve check -ad, verified, or conformed to all MOA HAA Guidelines in effect
on the da of ion.
Signe Date
d
C ax^-ERi1!C .. MOA No.
brm
KBl/d5/s �Y.di1E [,,y�69? a,7J
T;o. i4ii-c
C L't'd � .�.^s✓,•i
(Page 2 of 21
2-15-84
I
r1
,.
INSPECTION APPOINTMENTS
DATE RECEIVED
STREET L ATION
TIME
TIME
TIME
DATE
DATE Cwt
DATE
❑ One ❑ Four ❑ Other
INSPECTOR
INSPECTORS
INSPECTOR
I
MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH& ENVIRONMENTAL PROTECTION DEPT. OF HEALTH &
825 L Street - Anchorage, Alaska 90501 ENVIRONMENTAL P ,CTECTION
X11/ ENVIRONMENTAL SANITATION DIVISION JUN 2 6 1981
Telephone 264-4720 p CE1I `\�, FF
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER 11Gi1 NM D
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be protested. Please allow ten (101 days for processing.
1. PROPERTYOWNER
LC. f1
PHONE
MAI LING ADDRESS
I
t
PROPERTY RESIDENT (If different from above)
PHONE
2. BUYER
PHONE.
j
MAILING ADDRESS
I
3. LENDING INSTITUTION
PHONE.
MAILING ADDRESS
9. REALTOR/AGENT
PHONE
MAILING ADDRESS
5. LEGAL DESCRIPTION
STREET L ATION
6. TYPE OF RE DENCE
NUMBER OFsBEDROOMS
qrJ SINGLE FAMILY
❑ One ❑ Four ❑ Other
❑ Two ❑ Five
❑ MULTIPLE FAMILY
E�'Three ❑ Six
7. WATER SUPPLY
❑ INDIVIDUAL'
' ATTACH WELL LOG. A well tog is required for all wells drilled
m--�COMMUNITY
since June 1975. For wells drilled prior to that date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
S. SEWAGE DISPOSAL SYSTEM
<13 INDIVIDUAL/ON-SITE"
YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
I
72010 (Rev. 6/79)
72010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑
❑ TWO ❑
THREE ❑ FIVE ❑ OTHER
FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLICUTILITY
Connection Verified
PERMITNUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON-SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATEINSTALLED
INSTALLER
❑SepticTankor ❑Holding Tank
Size: If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
- -
4. DISTANCES
W ELL T0:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lo[ Line
Absorption Area to nearest Lot Line
5. COMMENTS
1{d APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must ac com
❑ DISAPPROVED
ny certificate)
DATE
BY
72010 (Rev. 6/79)