HomeMy WebLinkAboutTHE TABLELANDS #1 BLK 9 LT 4The Tablelands
#1
Block 9
Lot 4
#051-741-60
Municipality of Anchorage
I/ Development Services Department ?:
Building Safety Division • • • • -
On -Site Water and Wastewater Program, 4700 Bragaw St.
/ 3
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: 1iV0 X00 30 PID Number:
Na" Ezz 1161
Wastewater System: New ❑ Upgrade
nea•ss
900 rK I-tqLs
ABSORPTION FIELD
w w .7 r7tf N. ae .,om+
O D•W TrsaT O sNnow Tnn[T Q eW MouW O Omer
LEGAL DESCRIPTION
sal Ruing �
Total Depth bb oongmal grWa
ATGRADB 6
oS GPDIFI�
FI.
Bion La SucOn+wn �T _ /
9 E EL,¢�t/dS /
Daptn to pPa Donau Nan arpn1M p/�!g`-
7 /• / Ft.
Gtavu Oapn Deneun qW
S FI
Tosmm,p Rare• sw,w,
Fm WOW uww agmu pada
Gravis Leve
Ft.
4? FI.
Well'PuBUC New Upgrade
G. r"0o
"•^�•ay ..
/
Dur ue•wsen ln•s
Ft.
FI
claswl,rakm (Prtvre, A 9 )
Twai;;e
Casal to
idol ab)OrykW r•a {
O�
Pipe Mumu
FI.
FI
J FIS
� 0
DIJI•f
D Dow
Sim• Lev
InNal � ��
S
pro aimmir 310 C
FI
V�ug
Pump Su
cas•q H• Abbva cko
TANK
GPM
FI.
FI
SEPARATION DISTANCES
❑ Septic ❑ Holding T.E.P. ❑ Other.
To
Absorption
Holdingu
w
^"'
'
From
Tank
Field
Station
Tank
Sewer Lim
feffUp4f�/*_/(<
W Gal
Well
_
r
_—
—
M1rW
CE
L
NUMV dcarwm $
Z
surawate,
n
Q�f
/,r.
0,'f.
_
LIFT STATION
Lw Lm
Gal
`01FauMuwn
1{
f
'Poop bn' IevN N
Z
y
'Pump O W r ¢
3a
H.gn wrr Yam at
A
�
VS in
Cwa.Dr•n
P Max.b Model
aSIoSHN
E YnpMwnsY ormaOW
E�e�¢vrc
Remrks
BENCH MARK
L". w Dewqum
�aP s� t1ECk
Assumed »vaum
Ia C%
FL
Inspections performed by: 10e le1*1 ENS. Dates: 116 /2 6h
Engineer's Stamp
OF q� �1
a�•;�9
Development Services Department Approval
r?;
l0 1-I OL
„!
i #449
Conditional Approval Date:
•
o •••.. ••.••.•. .
— SeP7K A6W-6rroN FrFIr�'Q� ?—CCpC-oil E4, 4RA;sSp
f
d'y'i•••••••••••••••••••• ••
�0
�
i• :• sr..en w. Env ;'
s ,
Reviewed and approved by: Date:.
IRev aa;l
v
p v
� THS Imo_
ENGINEERING MEMO
Steve Eng, PE, PH
17237 Bear Paw Circle, Eagle River AK 99577
(907) 694-7028 tel
(907) 694-7026 fax
NorthRimEng@aol.com
Date: 10/16/06 Number of Pages: 4
To: Joe Goodall
NIDA On -Site Services
Subject: The Tablelands SID #1, Block 9, Lot 4
Joe,
This follows our meeting this morning. The attached sheets are replies to your comments. 1
understand that more information is required on the trench construction:
The organic layer was stripped off a 10 foot wide section. Two feet (height) of native sandy soil
was placed in this 10 foot wide zone. The sandy soil was obtained from the foundation
excavation. A light dozer completed the work to attain a relative density similar to the native soil
in place. The side slopes are stable and less than the natural angle of repose for this soil. A five
foot wide trench was than excavated to grade level. This was the starting elevation of the drain
rock placement. It is expected that this trench construction will function adequately for the
design.
Hard copy documents will be hand -carried to your office this week.
Spinell homes will be contacting you directly for pickup of the approved COSA.
CC: Spinel) Homes, Inc. .` L 0f A
i
Sawn W. Fng � c
t: 6256 tc
•.. .•
Water
�4
"�k / F.
1500 Gallon '�'iP Tank
1
�s•
�&EE\me_
n
'4 Bdr
Home
HT
Septic System Construction
Does Not Preclude Adjoining AS—BU MEA'
Lots From Sanitation
Improvements. Tank C.O.
Tank C.O. 2
Manhole
Monitor Tube
Foundation C.0
Absorptio
-T.H,2
serve Site
' Wide x 72' Long
Slti9ht Slope
A
B
28
17
36.5
12
38
12
78
36.5
9
24.5
DESIGN NOTES:
1. Total Depth of Trench is 0'. Sidewalls Stabilized With San During
Construction. Organic layer removed. Topsoil & Seed Mound.
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Public Water System.
NORTHRIM
ENGINEERING
17237 Beor Pow Circleq. •;'.!
Eagle River. Alaska 99377 V
aw
907.694. 7028
TABLELANDS S/D #1
LOT 4, BLOCK 9
LOT 1• = 40'
AS—BUILT
tee:
10/12/06 2 of 3
Ln c
L O
a :p
a d
j u
CQ
u
E �
Lo ti
>w
O i
u(bto m
++ L >O 4'
OWU
O E
L
fL to E 3
c: a) L7
C% -Q
41
C U U
d (n L
E O
o -0 L) ¢
L- v
o,
<s o>u o
Q i
OUL 'r-
6L)
d UC)43 U
L 0`6N ¢
>avo O
a0.
U u 0c T
d ) o +'
a :p o
In s (U O u
c O 3 3
X N L =-'+: o
a� pl+'
CD CL Ln OdE
tn' yCy LO
—ocac�
uNJ0-0
N
.6 yU +L)u u
~ L i.c&-i-
F d
Ol-
0LOO
Luh Y
+. w a) 0,41
Lu3
aF.: d W=
Qvivr3v,¢
.: co C')V'OZ
M
0
0
c
d
N
U
c
0
r
d
0
0
L`
0
O
c
d
d
U
Y
c
d
F-
c
C
U
L
O
L..
U
CL
S
u
c
Lu
L
F-
O
F-
+� s
E L:1
L L i. -
Cl -01 41 a~o
°o s +f
Li � 0
u f
o
L
~ L
O �-
c U
d
T �
d 3 N
-1 0p�
u it
dp) O
L :p
C] d
N W
> W
O
E
N
O_'
a.
Lq Y
~ F•
H
N
II
A
Um
O d
p f
E Oi
0 i
o a
3>
00
111
� 0o
u
h20��
CD C
¢
(U (u
.�
.
+� s
E L:1
L L i. -
Cl -01 41 a~o
°o s +f
Li � 0
u f
o
L
~ L
O �-
c U
d
T �
d 3 N
-1 0p�
u it
dp) O
L :p
C] d
N W
> W
O
E
N
O_'
N
w
m
w
w
w rn
F-
3 x •�
Z U .+
Z O O
0'w0
LO W F
O O J
F- F• ¢
O 0 W
F
IX LY
¢.(L
nW
fw/1 (w/1 0
f U
z
.Z» nZ• =)
f f x
�f kD=
U
aaLd
E ¢
6
(U
fu
lmff"�
v
co
11
c
O
i-'
d
d
W
Lo
� o
3 n
Y
=a
F• A
O
0.
0
N U
A �
QA J
J �
W "T D
PCI H IQ
QO N
F— J Q
3 w
IJ f -�
0
A Q..
Z
W Y
Z
Q
U
Z
L.I_I
W
F—
f-
M
O
fn .
cu
0
Se
n
In
co
II
A
Um
ryry��
`V
N
It
0
0
ZW
«
n
d>
h20��
d
N
w
m
w
w
w rn
F-
3 x •�
Z U .+
Z O O
0'w0
LO W F
O O J
F- F• ¢
O 0 W
F
IX LY
¢.(L
nW
fw/1 (w/1 0
f U
z
.Z» nZ• =)
f f x
�f kD=
U
aaLd
E ¢
6
(U
fu
lmff"�
v
co
11
c
O
i-'
d
d
W
Lo
� o
3 n
Y
=a
F• A
O
0.
0
N U
A �
QA J
J �
W "T D
PCI H IQ
QO N
F— J Q
3 w
IJ f -�
0
A Q..
Z
W Y
Z
Q
U
Z
L.I_I
W
F—
f-
M
O
fn .
cu
0
Se
n
�Z
A
Um
ryry��
`V
N
�j�
3: a
ZW
«
n
a
h20��
—
02n
m
0
n
z
d^
o
O
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: NORTH RIM ENG
Legal description: TABLELANDS #1 BL9 LT4
aba 6�/
O a
The attached paperwork has been reviewed and is being returned for the following reasons:
® COMMENTS:
-5 WIDE DESIGNED AND INSTALLED AT GRADE. WHAT TYPE OF MATERIAL WAS USED FOR THE SIDE WALLS FOR
ABSORBTION? WHAT ENGINEERING/CONSTRUCTION TECHNIQUES WERE USED TO JUSTIFY ABSORBTION OF
SIDE WALLS?
-INSPECTION REPORT CROSS SECTIONAL DRAWING SAYS "INSTALL SIDEWALL SHORING OR EQUAL DURING
ELEVATED TRENCH CONSTRUCTION". IS THIS CORRECT? THIS STATEMENT WAS ALSO ON PROPOSAL SITE
PLAN.
- RESERVE ABSORBTION FIELD NEEDS TO BE ADEQUATLEY SIZED.
-MONITORING TUBE NOT ACCURATE, SURVEY SHOWS DIFFERENT LOCATION.
-WHAT IS THE TEST HOLE NUMBER FOR "TEST HOLE ELEVATION" ON CROSS SECTIONAL DRAWING AND EXPLAIN
ELEVATION NUMBER, MAY NOT BE ACCURATE.
-PLEASE C.O.S.A. TO MAKE SURE ALL INFO IS STILL VALID
Name of reviewer: JOE GOODALL
Date: October 12, 2006
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907)343-7904
ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET
To: NORTH RIM ENG
Legal description: TABLELANDS #1 BL9 LT4
The attached paperwork has been reviewed and is being returned for the following reasons:
® COMMENTS:
SIDE WALLS?
-INSPECTION REPORT CROSS SECTIONAL DRAWING SAYS "INSTALL SIDEWALL SHORING OR EQUAL DURING
ELEVATED TRENCH CONSTRUCTION'. IS THIS CORRECT? THIS STATEMENT WAS ALSO ON PROPOSAL SITE
PLAN.
- RESERVE ABSORBTION FIELD NEEDS TO BE ADEQUATLEY SIZED.
-MONITORING TUBE NOT ACCURATE, SURVEY SHOWS DIFFERENT LOCATION.
-WHAT IS THE TEST HOLE NUMBER FOR "TEST HOLE ELEVATION" ON CROSS SECTIONAL DRAWING AND EXPLAIN
ELEVATION NUMBER, MAY NOT BE ACCURATE.
-PLEASE C.O.S.A. TO MAKE SURE ALL INFO IS STILL VALID
Name of reviewer: JOE GOODALL
Date: October 11, 2006
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
7r_L4rT'%U_
INEERING MEMO
The Tablelands S/D # 1, Block 9, Lot 4; Reply To Comment Sheet:
1. The 5' wide trench @ grade depth was directed by you. We complied with your direction &
you issued the permit.
2. An agreement for later topsoil/vegetation was submitted; consistent with past submittals.
3. The septic system has been in use by Spinell Homes' cleaning crews. It has also been run by
Pisano and the electrician. On 10/4/06 the system was tested for 3 hours @ about 1,000
gallons pumped into the drain field.
4. The monitor tube was relocated to the original design location & drawn on the site plan.
5. Cleanouts have been labeled.
6. Swing tie numbers rechecked & found accurate. The deck was added to the site plan.
7. The mound elevations slightly changed. A layer of insulation is located over the trench
which is the equivalent of 1' cover.
8. Site Plan is scaled @ 1' = 40'. The deck was added to the drawing.
9. House shifted from original survey. Minor changes made to As -Built.
10. As -built construction very close to design. Minor changes reflected in as -built.
11. Elevations rechecked & slightly modified.
12. Manhole Riser is 4' in height.
13. Testhole elevation is the bottom of test hole. This has been required in past submittals.
These septic systems have been substantially constructed according to the permits. Spinell
Homes would appreciate approval as soon as possible.
Thanks -Steve
CC: Spinell Homes, Inc.
f fosernen
/ 4 Bdr
�Pw4 Home
1' F.C. .
MT
C01
Water y B x CO2 - Absorptio Trenc
Manhole T.H.2 Reserve Site
1500 Gallon P Tank
S"ght Slope
Septic System Construction \
Does Not Preclude Adjoining AS— UPkT M ASUREMENTS
Lots From Sanitation A g
Improvements. Tank C.O. 28 17
Tank C.O. 2 36.5 12
Manhole 38 12
Monitor Tube 78 36.5
Foundation C.O. 9 24.5
DESIGN NOTES:
1. Total Depth of Trench is 0'. Stabilize Sidewalls During Con truction.
Remove organic layer. Thaw ground if frozen. Topsoil & See Mound.
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Public Water System.
LOT V = 40•
NORTHRIM*�9m . * TABLELANDS S/D #1 AS -BUILT
ENGINEERING •• - • •••
17237 Bear Pow Clrcle
Eagle River. Alosi a 99577 R -We f
''...... LOT 4, BLOCK 9 'i -
907.694.7028 0/9/06 2�of 3
fli >�M4 I
0 0
uu0 >1
d —00
+
0 iI d i
In (U Cl
Ln
L 0:5C 3
3 -P E" M:
0 N %
0.m: W -p
LA oainOC£
IA MCV)
LO
—ac:ac(4-
u 0-0
N
`C a) dU
u u
!L � iS4 H
d �U
O F -y~ CLL
S d L WN3
T, Li fwd
Q vi rn3tn¢
c
d
u
L
L
O
lL
U
CL
L
W
th
ly
S
u
C
L
L
F-
O
0 a
C
d
N •—Or g
U d i
d
ani >
C5 �r+ U
F-
N N
3
o
c
d
N
U II
C
O 0
P
d
Lj
3
O
-
W Y
C
H 1-
H
L ON
O O1
d
L
L3 o
S
CD u
U Q
+; s
H
C ~O
oo
s +�
+u o
d
u
i F-
~ L
>
= U
D
L +✓/
co
J O
f
u u
C5 £O
0)
L {+
O d
N N
> W
O
£
d
M
US
C
O
:P
d
W
J
A
w
Q. W
W N
F-
< Q
3x�
Z U 0
� ON
o?wo
LOasr-
O M J
Z Z M
O O W
H
Q
f
CL a W
V1 N >O
f f U
a
z z j
f E3
V 'O =
Z Z Z
<
¢ Q LLJ
ZZF-
f f Q
6
N
N
N a
ON ON
W W
s
a
N
a
N
u
d
4.
4-
W
to
co
II
£
O
C5
d
v
N o
= II
Y
a
O
CL
O
H
s
0
i
M
\
0
W
J
LLa
o�
L
L
0
O
N
C5
j
u
u
£clW
L O
H
4
40
OL
o
� W
Qi
u v
L >
In
-P
O U
O
(, ;r
O
£
N i
N 0£
L
3
C d d
N
41 C
C +P uU
d V1 L
L -
N
£ O
-0 L-
¢
0 Q)
+ }. i
y
II
d
d > u
d
L
Q
L
O
CV)
C
E
N
£ C,: 'a L
¢
W
fli >�M4 I
0 0
uu0 >1
d —00
+
0 iI d i
In (U Cl
Ln
L 0:5C 3
3 -P E" M:
0 N %
0.m: W -p
LA oainOC£
IA MCV)
LO
—ac:ac(4-
u 0-0
N
`C a) dU
u u
!L � iS4 H
d �U
O F -y~ CLL
S d L WN3
T, Li fwd
Q vi rn3tn¢
c
d
u
L
L
O
lL
U
CL
L
W
th
ly
S
u
C
L
L
F-
O
0 a
C
d
N •—Or g
U d i
d
ani >
C5 �r+ U
F-
N N
3
o
c
d
N
U II
C
O 0
P
d
Lj
3
O
-
W Y
C
H 1-
H
L ON
O O1
d
L
L3 o
S
CD u
U Q
+; s
H
C ~O
oo
s +�
+u o
d
u
i F-
~ L
>
= U
D
L +✓/
co
J O
f
u u
C5 £O
0)
L {+
O d
N N
> W
O
£
d
M
US
C
O
:P
d
W
J
A
w
Q. W
W N
F-
< Q
3x�
Z U 0
� ON
o?wo
LOasr-
O M J
Z Z M
O O W
H
Q
f
CL a W
V1 N >O
f f U
a
z z j
f E3
V 'O =
Z Z Z
<
¢ Q LLJ
ZZF-
f f Q
6
N
N
N a
ON ON
W W
s
a
N
a
N
u
d
4.
4-
W
to
co
II
£
O
C5
d
v
N o
= II
Y
a
O
CL
O
H
s
0
i
M
\
0
W
J
LLa
o�
�2
ua
N
R
Z W
o
� W
Qi
Municipality of Anchorage
Development Services Department
Building Safety Division
/ On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: NORTH RIM ENG
Legal description: TABLELANDS #1 BL9 LT4
The attached paperwork has been reviewed and Is being returned for the following reasons:
® COMMENTS:
-5 WIDE TRENCHES MUST BE INSTALLED IN 2 -FEET OF NATIVE SOIL.
-THE UPPER SIX INCHES OF A MOUND SYSTEM MUST CONSIST OF TOP SOIL: AND THE MOUND MUST BE
VEGETATED SUFFICIENTLY TO PREVENT EROSION.
-FOUND 12" OF WATER IN DRAINFIELD, HOUSE NOT OCCUPIED.
-INSPECTION REPORT SITE PLAN DOES NOT SHOW STANDPIPE FOR MONITOR TUBE.
-NEED TO LABEL ALL CLEAN -OUTS.
-SWING TIE NUMBERS IN -CORRECT.
-PLEASE CHECK CROSS-SECTIONAL ELEVATION NUMBERS AND COMPARE WITH INSPECTION REPORT PAGE?
NOT CORRECT. TOTAL DEPTHS ARE DIFFERENT.
SITE PLAN NEEDS TO BE TO SCALE.
-SITE PLAN DOES NOT MATCH SURVEY.
-INSPECTION REPORT SITE PLAN SHOULDN'T BE THE SAME AS PROPOSAL SITE PLAN WITH SWING TIES
PLASTED, UNLESS R ACCURATELY REFLECTS WHAT WAS INSTALLED.
-NEED TO CHECK ELEVATIONS IN CROSS-SECTIONAL DRAWING. ELEVATIONS INACCURATE?
-HOW TALL IS VERTICAL RISER ON STEP TANK?
-PLEASE EXPLAIN "TESTHOLE ELEVATION" ON INSPECTION SITE PLAN?
Name of reviewer: JOE GOODALL
Date: October 5, 2006
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
y
1500 Gallon STEP
lg \
�& f EaSeme
Home \
I
B 10
—Absorption Trench
'H.2 Reserve Site
`- T.H.1 _ SU9ht Slope
Septic System Construction \
Does Not Preclude Adjoining AS—BWLT MEASUREMENTS
Lots From Sanitation A g
Improvements. Tank C.O. 28 17
Tank C.O. 2 36.5 12
Manhole 38 12
Monitor Tube 49 43.5
Foundation C.O. 9 24.5
DESIGN NOTES:
1. Total Depth of Trench is 0'. Stabilize Sidewalls During\Cont
ion.
Remove organic layer. Thaw ground if frozen. Topsoilound.
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Public Water System.
NOR THRIM
ENGINEERING
17237 Boor Pow Circle
Eagle River. Aloswo 99577
907.694. 7028
TABLELANDS
S/D #1
LOT 4, BLOCK 9
LOT
-----1: _-40'
AS—BUILT
9/19/06 22 6f 3
N L
d
O
W
a +'
d
3
3 U
C
F
P21 u
d
a
i i fa
N cs
N W
dS
£ d
U O W N
N
i'
> {'
+) LO £
U
OU E
L
``-�
O i
75W
(U 0 L �
C
dC d d
S
L+ -v
c
£ N p Q u
In
d1
O 'a
ON
+' } i N
It
i
O
L a0L
d4U�+. L
>
N
£ £ L Q
L O`6d
W
<+
j Z d>O O
o a
L
U O
U£ T
d +'
W
V1 0
Z
a +� d
= Q
10IISN� a
a £ N L
I
C 0 3 3
Z
3+'
W p
M: N L"++ O
O pi+'
W
o CL In
N'aWAN LO
`acaca.
3
u V)J�OC
o
c
W `Zf NU dU
- W
LY V+'UO
U
~ C LSOiU~
L
O
d33
aIW.-. 3
C
tn3y¢
�
c
d
d
U
L
O
U
CL
CL
L
d
N
+'
d
O_ %
L.1 Y
3
J
~
C
F
Q
D
d
V1
N cs
O d
£ d
J A
i'
O d
U
d L
L
-Y
75W
d
L3
C
o
S
In
c
U
3 W
U
CD r -
W
> o
(L (U
1�
m
L
O
i'
C5
d
W
a
W
W
W N
Q
i Y J
Z
oo
�pi
w°a
LO W F-
ED O J
F- F-
..
O. � W
F -
Q
W O_'
K
W
N N O
f f U
.�.
Z
Z Z �
f f f
Z Z Z
< <
W
O'
Z Z F-
f f Q
low
Will
T T
II It
O O
a a
as
MAN
lt7
W
II
£
O
41
d
N
W
N o
S 11
+' Y
N U
F- A
O
CL
O
F-
cro
!o
AGN
U
A 0
o �
In
n
i
J
~
W
h I
Q
D
J .
ZW
W d' D
J A
a o
W H I
tiLL,
C3
Q O N
OZ
Q
n�
ZWpoll
oIS
xO�
8
3 W
�- W
W
> o
~
A
Z
Z
W
W
Z
(�
= Q
Q
U F—
Z
W
W p
J_
W
Li
o �
�Z
in
ua
N
o
ZW
a o
,
tiLL,
:z
"t
OZ
n�
ZWpoll
oIS
�- W
09/26/20@5 14::9 9073'33094 ALLIED AK ELECTRIC
September 26, 2006
Attn: Steve
Subject: Lift Station Inspection at property stated below.
This letter is to coaFirni that the lift statiou(s) at:
• Lot 3, Block 9 — The Tablelands
• Lot 4, Block 9 - The Tablelands
PAG= 01/01
ELECTR/CAL
COAMMAC"JVG
FAX: (907) 694-702
was wired by a licensed Journeyman Plactrician in accordance witb the 2002 National
Electric Code requirements.
If you would like any further information, please feel free to call our office at the
numbers listed below.
Thank you.
Sincerely,
ALLIED ALASKA ELECTRIC, L.L.C.
Janette L. Brown,
Vice President/CFO
cc: file
P,4iknr3.-Q3J4 Fusitia,.Qbu:Re9f�4T(99?)3e-3�3AF3A4:ft90T)3T3.id4tfu
10/03/2036 09:39
Oct 02 06 01:37p
9076949010
Ralph NcbreCa
SP NELL KNE'o
907 3346935
Tablelands Subdivision MOA On -Site Septic Requirement
The On -Site septic approval from the Municipality of Anchorage for
your property requires that six inches of topsoil be placed on the mound
absorption field and that it be sufficiently vegetated to prevent erosion. This
document can be found in your closing package that is provided to you at
closing.
As the bomebuyer of this property in the Tablelands Subdivision, you
are hereby notified of this requirement. It is possible that the mortgage
company aright require you, the buyer, to place adequate funds in escrow to
assure this work is done by the date given on the Conditional Certificate of
Health Authority Approval form.
Buyer also understands that they are responsible to notify the
Municipality of Anchorage upon completion of this requirement so that an
inspection can be scheduled and a full health certificate can be issued.
Lot__q_Block 61 The Tablelands Subdivision
Pure Date
Purchaser Date
PAGE 02/02
MUNICIPALITY OFANCHORAGE
Development Services Department
Onsite Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SW060030
Legal Description: The Tablelands #1 Block 9 Lot 4
Design Engineer: 0838 NORTH RIM ENGINEERING
Owner Name: Spinell Homes
Owner Address: 1900 W. Northern Lights
Anchorage . A 99567 -
Date Issued: Mar 08, 2006
Expiration Date: Mar 08, 2007
Parcel ID: 051-741-60
Site Address: 22389 Wapiti Circles
Lot Size: 46616 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑; Disposal Field ❑Q 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 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.
5. The following special provisions.
-THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
Received By.
Date: G t
Issued By.� � d
Date: 3
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
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. (Xs I —lc(1 470
Property owner(s)_�C'��?/�L L 6{+ k'11S f' Day phone 3Ny --5V ?04
Mailing
Site address
G.—) /6
Code 1iS/
Code 79.,f C 7
-If T .,a, �
(9(n ( G u
Legal description (Sub'd, Block & Lot) P
Legal description (Township, Section & Range)
Lot Size La (t I (J (Q Sq. Ft.
THIS APPLICATION IS FOR (®all that apply)
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner orXtthorized agent)
Permit/Rush Fees: 6 Waiver Fees:
Date of Payment: % y - O (n Date of Payment:
Receipt Number: 13 _QA!:2 Receipt Number:
(Rev. 11/05) e
0TI-�IM
EMOINEERING
Northitim Engineering
17237 Bear Paw Circle
Eagle River, AK 99577
907.694-7028
March 6, 2006
MOA On -Site Water & Wastewater Program
ATT: Joe Goodall
4700 Bragaw St
Anchorage, AK 99519
RE: Tablelands #l, Block 9, Lot 4 REDESIGN
Dear Joe:
A Redesign was completed for the referenced lot following conversation with the MOA.
The trench was raised 2'. This should more than adequately address any seasonal
groundwater fluctuations. The wetlands permit was addressed by the builder, Spinell
Homes, and should be on file at the MOA.
A 4 bedroom home is planned for the subject property. The soil tests were favorable.
Groundwater was monitored and is present @ 11'. A conservative design has been
completed, with a 11' separation to groundwater.
The neighboring lots are mostly developed. This site should not negatively impact any of
the other area lots. The lot slope is relatively flat.
Please review the wastewater system design for the single family home. I have included
design plans & specs, design guidelines, & soil tests. If there is need for additional
information or clarification please give me a call.
Sincerely,
Steve Eng, PE, PH
Design Enclosures
�C2TI�.�IM
ENGINEERING Revised Tablelands SO # I, Lot 4, Block 9
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a new 4 -bedroom, single family home. Some of the
neighboring lots are not yet developed. Groundwater was monitored at I V below the
surface in existing monitor tubes. Due to seasonal groundwater fluctuation, a S.T.E.P
system will be installed, manufactured by Anchorage Tank & Welding per Orenco
Systems specifications. After conferring with the MOA, the system depth will be at
ground surface; the organic layer will be removed. This lot is over 1 acre in size and no
adverse impacts are expected from development. The neighboring lots are similar. The
lots are served by a public water system. No conflicts to the other lots will take place by
this septic system construction. The easements are located on the drawing and are not
encroached upon. Soil tests revealed sandy soil with low silt. An application rate of 1.2
GPD/FP with 0.78 reduction factor for utilizing a 5' wide trench. Trench Length = 600
FT2/5'x .78 reduction factor = 78'; 1 line @ 78'. No bedrock was encountered.
Specification Requirements: All components and work must comply with the Municipality
of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and
Wastewater Regulations.
• Two compartment, 1500 gallon S.T.E.P. tank, conforming to Anchorage Tank &
Welding/Orenco Systems Specifications, allowing gravity -flow from outlet.
• Watertight couplings on inlet & outlet
• 5' minimum between the tank and bed. 10' to property lines.
• 2' of cover is required for trench + 1 inch insulation board.
• Tank & solid pipe must be set on well compacted, stable soil
• 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall,
prior to any 90 degree bend in 4 inch line.
• All cleanouts must extend to at least ground level
• Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock
• Drain rock to be %2 inch to 2 %2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Distribution pipe shall be 1.25" Schedule 40 PVC w/ 1/8" orifices a 27" on center.
• Force main shall be 1.25" Schedule 40 PVC, conforming to Anchorage Tank &
Welding/Orenco Systems specifications. Force main burial to be 4' minimum.
• Silt barrier (filter fabric) to be installed above the drain rock
• Smeared trench sides must be raked or scarified before drain rock placement
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS
ASTM D2661, PVC Schedule 40.
• Sewer Service Line is minimum 2% slope
• Septic Tank to be pumped every two years or when required
• Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam HI or equal)
• Maintain minimum 10' separation between water line & wastewater system.
0 Topsoil & seed the elevated trench
Is �
f f\ men
4 Bdr
Home
F.C.O,
ter
1500 Gallon STEP
0 _
Absorption Trench
�T.H,2 Reserve Site
LT.H.1 f Sllght SkoPe
Septic System Construction \
Does Not Preclude Adjoining
Lots From Sanitation
Improvements.
DESIGN NOTES:
1. Total Depth of Trench is 0'. Stabilize Sidewalls During ?oSn
truct ion.
Remove organic layer. Thaw ground if frozen. Topsoil
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Public Water System.
i
NOR THRI M
ENGINEERING
17237 Bear Pow Circle
Cagle River. Alaska 99377
907.694. 7028
TABLELANDS S/D #1
I LOT
4, BLOCK 9
LOT V = 40'
LAYOUT
REVISED
Lr.:
3/6/06_ 1 of- 4-
VI C
L O
at :p
d
3 u
pq
u
£ a
L
O N
W
u Q! W Na
> -P
0 0 £
O W U e,
40 £ i
O L i
N V1 £ 3
+' d
Chu U
dN Lf
£ 0 Q
O-0L� v
a,
d u > u Cl
a L
w 0 L t
CU(I+' C
L006W Q
4-
>O 0
u u 0C: T I
dH0 f
d :p d
NSN- Cl
C O 3 £ 3
f N^{i0
p°-0rn°£
s
N6Ca�(°
u V1J0 0
C
CZ yU dU
u u
F- _yLScFF-
d mU
F- 0) NY
taLaj > I
aF- ydN� j
Qv�vi3NQ �
� ni ri v vi�
l
4-
0
-
0
O
C
C3
w
U
£
O
cl
d
'a
£
0
0
w
s
u
c
L
L
F-
O
F-
L
a$
tn
m
++
0
a•
4i Y
3
0
—
C
F 0
L
£��
N
Odi
O d
+' X
£ d
O
U
d L
d
C$ L
H
d
>
L7
C:
tA
c
o
U
o u
LOQ
r�
NN
+; s I/
£ L 3 L
L L F
Cl ~ O
O S +'
Wu 1
u f
v 0
L
F- L
L N
N >
c U
D
d
T t
d
J � 0
u
d
O)
L
O
O
d
ca
Li
w w
W N
Q
3 Y J
Z O O
CL
Q! W O
L7 W F
O O
O O W
F-
CL CL
Q
f
W
N V1 >O
g U
Z Z
f f M
U
W
a:
F-
E f Q
oN
Cd
d
3 £
0
W 7-
L
3
L
rni'
C tA
L 0
OU
S
N S
u
C L
3 �
y L
H �
_ N
d>
W y
o.
M
3
LLI
w
�--�
AUS
� Y
o
=
N U
0
w
A
Z J
Q A
A
H
J .
W -I
W
o
W
Pq F-
>
o
Q O
L,J
r�
3
LLI
w
�--�
o
w
A
CL
Z
W
Z
u
F—
z
Ld
LL]
Lv
LL-
CL
L(L
e�
�Z ua N
W Li a
2hef�
Z41�p0
C I
O
:p
u
3
L
i
N
L
O
U
i
rn
3 0,
ati i cu
N
mu
cs u W
pl L U
F- �U I o!
Ste. i O
N N N I cu co
li F0 +0,
s: �%
NCNu 3
0� aI o
4 i' i
+ d U~ ^ q
N NQ:� Z
L.£LL N
,
0LF— >
+ a a
C5 > L F- 1/A�1
0IU y N ., V -'I
ON N �I
£�
O +
:3 0)
N £SRi
3 O
CD
_
s2
S N
+1 0 > Li
CIF- p: 3i
Q L J N t
_ S > 4 L
N COO
f- i 3
C3F- WS F
z_•aUL
z C 3 N z
V1 OF- f FL LO
m :(Uri�Fl .-
L
O
a
z
f
w
U
K
O
W
\U
cu
(U
.-i
0
z
O
F
Q
U
t~i
U
W
a
N
V1
w
0 n
N (U
}
CU
o w
U
U_
w w
a o
LO
.z -I m
11 \
w
3 a
at o
v
z
z w
W
w U
0 V1
U
w>
C3 a
x
U �
z N
Q (U
O L
F- O
X: i-1
w C5
tzi N
z C
O
U ,
Q .-r
F-
V
z
CL
a
5
0
ice•
L
in
it
cl
w
i i{.y
i i:�p1
3
� F-
0
L
(n
..•way
U
A J
y
0
Z
¢ UN A
'v
J W
W Y V)
Y
0
J U
wo>
o
i
¢J W
F-- Pq Q�
ko
ii CV)
O
zO
= W
U J_
M
ZLLI
Ld
a
o
F-
M
�°
~
aLd
N
>
A o25
Wu
W
W
Z
3
¢
N
J
U") IL
W
r
IL
ice•
w
i i{.y
i i:�p1
4
..•way
Q
r
�C;'2Th�IM
ENGINEERING
NorthRim Engineering
17237 Bear Paw Circle
Eagle River. AK 99577
907.6947028
February 23, 2005
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Tablelands #1, Block 9, Lot 4
A 4 bedroom home is planned for the subject property. The soil tests were favorable.
Groundwater was monitored and is present @ 11'. A conservative design has been
completed, with a 9' separation to groundwater.
The neighboring lots are mostly developed. This site should not negatively impact any of
the other area lots. The lot slope is relatively flat.
Please review the wastewater system design for the single family home. I have included
design plans & specs, design guidelines, & soil tests. If there is need for additional
information or clarification please give me a call.
Sincerely,
Steve Eng, PE, PFI
Design Enclosures
ICENGINEEO1NEE N
RING Tablelands S/D #1, Lot 4, Block 9
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a new 4 -bedroom, single family home. Some of the
neighboring lots are not yet developed. Groundwater was monitored at I V below the
surface in existing monitor tubes. Due to seasonal groundwater fluctuation, a S.T.E.P
system will be installed, manufactured by Anchorage Tank & Welding per Orenco
Systems specifications. This lot is over I acre in size and no adverse impacts are
expected from development. The neighboring lots are similar. The lots are served by a
public water system. No conflicts to the other lots will take place by this septic system
construction. The easements are located on the drawing and are not encroached upon.
Soil tests revealed sandy soil with low silt. An application rate of 1.2 GPD/FT2 with 0.78
reduction factor for utilizing a 5' wide trench. Trench Length = 600 FP/5'x .78 reduction
factor = 78'; 1 line @ 78'. No bedrock was encountered.
Specification Requirements: All components and work must comply with the Municipality
of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and
Wastewater Regulations.
• Two compartment, 1500 gallon S.T.E.P. tank, conforming to Anchorage Tank &
Welding/Orenco Systems Specifications, allowing gravity -flow from outlet.
• Watertight couplings on inlet & outlet
• 5' minimum between the tank and bed. 10' to property lines.
• 2' of cover is required for trench + 1 inch insulation board.
• Tank & solid pipe must be set on well compacted, stable soil
• 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall,
prior to any 90 degree bend in 4 inch line.
• All cleanouts must extend to at least ground level
• Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock
• Drain rock to be %: inch to 2 %2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Distribution pipe shall be 1.25" Schedule 40 PVC w/ 1/8" orifices @ 27" on center.
• Force main shall be 1.25" Schedule 40 PVC, conforming to Anchorage Tank &
Welding/Orenco Systems specifications. Force main burial to be 4' minimum.
• Silt barrier (filter fabric) to be installed above the drain rock
• Smeared trench sides must be raked or scarified before drain rock placement
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS
ASTM D2661, PVC Schedule 40.
• Sewer Service Line is minimum 2% slope
• Septic Tank to be pumped every two years or when required
• Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam HI or equal)
0 Maintain minimum 10' separation between water line & wastewater system.
I5�
/ f E\man
�Pw4y 4 Bdr \
Home
F.C.O. PN-
Water y B x 10
Absorption Trench
1500 Gallon STEP T k- T.H.2 Reserve Site
7
T.H.1 S�191it S�oPe
Septic System Construction \
Does Not Preclude Adjoining
Lots From Sanitation
Improvements.
DESIGN NOTES:
1. Total Depth of Trench is 2'.
Remove organic layer. Thaw ground if frozen.
2. Sewer Service Line minimum 2% slope.
3. Trench is Minimum 10' from Lot Line.
4. Lots Served by Public Water System.
NOR THRIM
ENGINEERING
172,!7 Bear Pow Circl4
Eagle River. Alosko 99377
907.694. 7028
C..AQ'
1• = 40.
9 TABLELANDS S/D #1 L❑T
LAYOUT
•.......• _ L❑T 4, BL❑CK 9: -
2/22/06 11 of 4
co 4v
I` I C11 �� CD
/ V 15' T & E`
'SEPITLL IC `
SYS�TE� � ~ C ' EASEMENT�
C1 1, SEPTIC SITE C2
1 :Jr:-
t�10 C8 4
r S 46,616 /
�L2B1 3r�� 5�-���C \
I' �R.,
1 04V SEPTIC ('} (6
C� U1 SYSTE I D v N
o0) w o 5
�^ SYSTEM 1 N. 5§,4 2 �r
I 53,610
�
.�t �31-:5�T&E
N I EASEMENT
Lots—Set ved By Pu lLi /Water�System �
r
196.08'
` — --S89 52'01 "W--440.05'(R&M) ------� �`--
\\ ` lam,✓
SEPTIC
SYSTEM 3
NORTHRIMts,�P`'
ENGINEERING ' '49m
17237 Bear Pow Circle Via'
Eagle River. Alaska 99377 a-aw
907.694.7028
TABLELANDS S/D #1
LOT 4, BLOCK 9
60'.
S/D
LAYOUT
'Octs:
2/22/06 2 0f 4
tn c
L O
� d
3 u
ria°
u
a�
N
>L.
0 0)w N
+' L >
0�U " I
N N t 3
�Sf �
;o VL U
dN �
£ 0
m
i
d C > V d
C a0c L
N £UN O I
+.o L S i
o u - p u
L O *3 y Q
4
>-0a,O O
uCL
UOL >.
dN0 t I
a d
NdN3 u
aSEN !
O O 3 3
C,
NO - NICE
S
UI� y�N0
O C aC4-
uNJ0-0
N
yU �U
u u
F- 0
d U
L OT
OF -N I Qi
Sd LQJ i
4- Li a)+.y
aF- 1, (1
QJ,N3N¢
3
O
C:
d
0,
U
0
O
•N
C%
3
O
+�
S
0, ic
Lq
u
W
c
d
N
L
_oma
F-
U
O
d
d L
m
Q O
N
F— J
C,
N >
S
A
N
u
U
L
LL]
O
Q
L�
N N
U
=
Q
a
F—
z
L N
w
.
N
K�
+�
d
0, ic
Lq
3
W
L
c
F- F
U
O
N
Z -�
p
_oma
�c
U
d L
d
d L
m
Q O
N
F— J
[
N >
S
A
d.
!a
U
o C
LL]
z
Q
N N
w
Li
Q
La U
� 0�
O Q
LO WW
O O J¢
ZZ�
O O Li
F -
Q
a d w
N N 0
f U
Z
Z Z
f f Z
zf Z0 =
U
.Z.
Z .ZF-
-,
f f Q
I
Lo
A
U
O
Z -�
p
F--•
Q
J
d
J
iW
m
Q O
N
F— J
N
w
3
W
F--•
A
d.
Z
LL]
z
=
Q
u
F—
z
w
w
W
LL-
0-
N
N
o
0 i
osl
� wl
d ��I n
to Q s
C Y
..
e of
-� L F- i
L70Lj
a, o,
Oof
d
UL£
NU d
\;,
£
3 N 01
0)
t tai
f d-
3 O;
N - \ N .
IA a) 3
+,O)Li
N F- J -P
a L �:
UO >QD
W C£iU{o+ £i
F- L7i
�F-Ns£'
z -a U [1
z 3 wf:
.� o O L.
N F- f F- LO
W
C:i-; NC77',
L
C5
L
Z
Q
W
U
m
O
W
U
D_
in
N
N
Z
O
n-�
F-
u
l�
U
W
a
N
N
M:
W
F-
N
r
N
O
U
z
W
M
O
L7
Z
A
J
W
3
z
Z
Q
W
0
Q
o'
0
x
U
Z
Q
a o
d
N
Z 1L
C3
U ,
O
F -
L7
Z
CL
a
wt�+
�r
0
0
L
rl
N
in
NO
�
o
N
N
u
a
cs
a
ml
e`
t� 4:
W
3
N F --
}y
O
.12
U
A J
W
O
�
Q �
W Y
s
J C)
3
O
Pa O
L
Q J
N
N
F- Pq
V
W
N
O
V(U
U
~..
%D
3
IPl
r••'^
N
()
FJJ
W
Q
Ld a
M
N
~
a
0-
M
d
j Y� t•:�
wt�+
�r
0
0
t:
L
rl
�u^
2
in
NO
�
o
N
N
u
a
cs
a
Q
\
e`
3
N F --
}y
O
.12
U
A J
W
�
Q �
W Y
s
J C)
�.
O
Pa O
L
Q J
N
N
F- Pq
N
\
W
O
V(U
-P
%D
3
= W
s
()
FJJ
W
Q
Ld a
M
N
~
a
0-
M
d
Q 06
W
W
r-�
Z
3
J
UO 0-
W
t:
en
�
�u^
2
ua
NO
o
N
N
a
tiZ
I1�
e`
rz
�0
r,
ZWrorn
.12
SOILS LOG — PERCOLATION TEST
ENGIN
Date Performed: 2/17/06
Performed For:-SpineU Homes
Legal Description: Lot 4, Block 9
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20 -
21 -
DEPTH
(FEET)
Organic
SID
Sand
w/Gravel
Slope < 5%
Groundwater? Yes
Depth 13'
Water Depth
Ac+v, Mnn1+nv'Inn 11'
nn-tpl P/P2/06
# I
Date
Gross Time
Net Time
Depth
Net Drop
1 12/17
0
5-
2 12/17
5
5 min.
6-
11
3
12/17
10
4.5'
--
4
2/17
15
5 min.
5.5'
5
2/17
20
4.5'
6
2/17
25
5 min.
5.5'
----------
Percolation Rate 5 min./inch Perc Hole Diameter 6.'
Test Run Between 3' and 4'
Comments: Pre-SankEd
Performed ByNnrthRim Eng,
Performed In Accordance with All
ON THIS DATE. DATE: 2/23/06
OF
CERTIFY THAT THIS TEST WAS
T—e/Municipal Guidelines in Effect
NORTHRIM V 9—
F�*�� TABLELANDS #1 S/D
ENGINEERING —
•D4
17237 Door Pow Clrclek....
Eagle River. Alaska 99577 ....... GEOTECHNICAL T.H. 1
i907-694-7028
LOT 4
BLOCK 9
2/23/06 11of 2-
SOILS LOG - PERCOLATION TEST
Fill Date Performed: 2/17/06
ENGINEERING
Performed For: Spinell Homes
Legal Description: Lot 4, Block 9
DEPTH
(FEET)
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Organic
SP
Sand
r.:.;:• w/Gravel
Slope < 5%
Groundwater? No
Depth
Water Depth
...�___ .._._1�_-h_ n,.+oi
f'll YCI
#
1.
Date
Gross Time
Net Tlme
Depth
Net Drop
1
2/17
0
--1
3'
--
2
2/17
5
5 min.
4'
1'
3
2/17
10
--
3'
-'
4
2/17
15
5 min.
4'
1'
5
2/17
20
--
3'
--
6
2/17
25
5 min.
4'
1'
Percolation Rate 5 min./Inch Perc Hole Diameter 6'
Test Run Between 3' and 4'
Comments: PrP-CnnkPcl,
Performed By North Rim Fng. I S
Performed in Accordance with All
ON THIS DATE. DATE: 2/23/06
NOR THRI M
ENGINEERING
172.57 Bear Paw Circle
Eagle River. Alaska 99577
307-694-7028
N+ M
•........
_ CERTIFY THAT THIS TEST WAS
e/Municipal Guidelines in Effect
TABLELANDS #1 S/D
GE❑TECHNICAL T.H. 2
LOT 4
BLOCK 9
i
2/23/06 2 of 2_
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) 3437904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
Legal description: THE TABLELANDS #1 BL 9 LT 4
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils Information needed. _
❑ Water monitoring results inadequate.
❑ Discrepancy in Information submitted.
❑ Topographic information missing or inadequate.
❑ Incomplete; missing
❑ Incomplete; missing
❑ Additional adequacy test information needed.
❑ Water sample unacceptable.
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required. _
❑ Omission in narrative.
❑ Insufficient fill over tank or field._
® Other. NEED WETLANDS CLASS "C" PERMIT. AVAILABLE HISTORIC DATA INI
�I 1 % ism m •1'1 Loym 1 • 1 ts=lca 1■ • • 71■
Name of reviewer: JOE GOOD ALL Date: 3/1/2006 W t.
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Akt4s, 9oscP'r
Municipality of Anchorage
Development Services Department
Building Safety Division ' • �''
On -Site Water and Wastewater Program r ,
4700 Bragaw Street
r P.O. Box 196650
' Anchorage, AK 99519-6650
www.muni.org/onsite 4' "
jR' ''• (907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 6J57- IZII-&U COSA# olat1gN _
Expiration Date: / o 11:1 � 10�
1. GENERAL INFORMATION
Complete legal description Tiff 7-48La4dJS �L, BLQCI= 9, 4 0 7 -
Location
Location (site address) 2Z3LO 6rfi Cr Ifle
Current Property owner(s) S-S6`we
It /forrtp-S
Day phone 3A cr/- SC7�
Mailing address /900
V f A(6r
erg Lei A s
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:
—�
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
❑
Individual On-site
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
to
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of Onsite 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 Onsite 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 seat 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
Address
Phone g24/- 70 a P
Engineer's Printed Name :S7250E Date
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
OF
u
'EeX:_
-
fc
Stevan W. Eng
PE 6256
Conditional approval for —4_ bedrooms, with the following stipulations:
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
un
(Rev. 11105)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:��*
Municipality of Anchorage
• Development Services Department
Building Safety Division
On-site water & Wastewater Program
4700 Bragaw street
P.O. Box 198850
Anchorage. AK 995196650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
A. WELL DATA PU BL1 C a//'la
Well type
Data completed
Total depth ft.
If A, )r, or C provide PWSID #
Sanitary seal (Y/N)
Cased to ft.
WELL LOG
Date of test
Static water level ft.
Well production g.p.m.
WATER SAMPLE SUS.
Coliform cd 100 mL Nitrate
Arsenic: gA Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank TypelMaterial _-:S� z=$r4ricL
Well Log (:ad
)
Wires properly Prot (YIN)
Casing height
AT
ground) in.
ft.
g.p.m.
mg/L Other bacteria onies1100 mL
Collected by.
Tank size IS66 gal. Number of Compartments 2
Foundation cleanout (YM) v Depression over tank (YM) At
Date of pumping
Date installed /
Cleanouts (YM) 1/
High water alarm (YIN)_
C. ABSORPTION FIELD DATA
Date installed Sod rating (g.p.dife orA%dm) / 2 System typez*00^60
Length 7e ft. Width S ft. Gravel below pipe ft.
Total dept¢ _.*ft. Eff/. absorption area SDO ft2 Monitoring tube 4 Depression over field At
Data of adequacy test AjGE_ tt Results (Pass/Fail) For _ bedrooms
Fluid depth In absorption field before test _ In. Water added_ gal. New depth_ in.
Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (YM & type) If yes, give date
D. LIFT STATION
Date Installed Z4113 G r Size in gallons /56 O Manhole/Access (Y/N)
'Pump on' level at L�4 in. 'Pump off" level at 38 in. High water alarm level at in.
Datum7i%A(k 6I�/h Cycles tested 3 Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO: PUgt; J C 144TF4
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic sephoe line
Animal oontoiliment areas
On adjacent lots
On adjacent lots
Public sewer
Holding tank
storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation S Property line 1tZy Absorption field S r f
Water main /0 r t Water service line O fi Surface water /00 't
Wells on adjacent lots 10a ?-
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line AQ i1 Building foundation AO �c Water main / o rf
Water Service line 0 'f Surface water /a0 rt Driveway, parking/vehide storage 30 "0 -
Curtain drain _
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Wells on adjacent lots 006 rr
I certify that I have determined through field inspections and A w: 49 PA 6%
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date. 19 ti '+�• .......•.. • .
CC
rC. ,-5t*vw W. Eng
Engineer's Printed Name _ST��/r= F.U6 1 £,P % = rE 6256 :.•
Date 1Q� /Q � f t`,1> PRO........����` �
COSA Fee $ 5195b i ?-IS Waiver Fee $
Date of Payment (0 1 u Date of Payment
Receipt Number Receipt Number
(Rev. 11/05)
r
1^
e-
2004-131
THE TABLELANDS, ADDN. NO.
LOT 4t616 B SOCK 9
BUILDING
GASTALDI LAND
SURVEYING, LLC
JEFF A. GGASTALDI. R.L.S.
4726 WEST BSTH AVENUE
ANCHORAGE, ALASKA 9950,
PHONE 248-5454
GRID DATE
NW 1559 6/26/2006
F.B. JOB NO.
06-08 1 TLS49
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
PROPERTY DEPICTED ABOVE AND THAT NO
ENCROACHMENTS EXIST EXCEPT AS INDICATED.
R IS THE RESPONSIBILITY OF THE OWNER TO
DETERMINE THE EXISTENCE OF ANY EASEMENTS
COVENANTS OR RESTRICTIONS WHICH DO NOT
APPEAR ON THE RECORDED SUBDIVISION PLAT.
UNDER NO CIRCUMSTANCES SHOULD ANY DATA
HEREON BE USED FOR CONSTRUCTION OR FOR
ESTABLISHING BOUNDARY OR FENCE LINES.
ANCHORAGE RECORDING DISTRICT. ALASKA
NOTE: NO CORNERS SET THIS DATE
1
♦ OF A S♦
♦ •; '
AV
�.. ...................
joo
0 oJeffery A. Gastaldi ; j �
0♦ LS -6091 • �� at
a 411*
r0jesslOnol l.0
1 t1=40'
