HomeMy WebLinkAboutGREAT LAND ESTATES #1 BLK 1 LT 6Great Land
Estates #1
Block 1
Lot 6
#051-131-12
Municipality of Anchorage '`
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw SL
P.O. Boz 196650 Anchorage, AK 99519-6650 Page of
www.cl.anchorage.ak.us (907) 3437904
ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SWO50379 PID Number. 051-131-12
N' :
Jack Heidemann
Wastewater System: ❑ New ® Upgrade
ABSORPTION FIELD
rears..:
PO Box 670504 Chugiak. AK. 9956
pto ; Numberofsedraam:
® DeeD Trwdl 0 Sbelbw Trantll O ase O Moab O poor.
LEGAL DESCRIPTIONSM
TaMDeabtram an9awt9.a..
D.6 GPOrFIa
0.6
9 Ft.
61 c to Sub*Ma
Dago b Ppe baeae ban 0ri9" pne•:
G,w depth ben«N p":
1 6 Great Land Estates #1
3.43/3.5 Ft.
5.57/5.54 FL
70w 'P: Harge: Sectnn:
F*aeeca.Oove01lpml9re1e:
Grn Length:
1.39-1.63 Ft.
70 Ft.
Well: ❑ New ❑ Upgrade
Gr.v wlab.
3
Number of Ms
2
Dstame between tines:
11+
Ft.
FL
pasa@neon (Private. A S. ol:
Total Depth:
cmw b:
Taal.Drorgon area:
Pq Mata W:
Private-EXI STING
Ft
Ft
770 F2
I D3034 & F810
Dalley.
Date pled:
staea Witte, Level:
IMlaasr.
Walker Const.
Da. N.laaM.
1 10/1W/2005
F,
YOM:
Pump sw at:
HaAG:
c..ln9l9Mboveam
W 05 1 ?)o TANK
nPM
FI
Ft
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other.
To
Septic
Absorption
Lift
Hdding
PuaiyJPmet
B°
'Y.
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank
1000 Gr.
Was
100'+
100'+
NA
NA
25'+
u.lte
Steel
Nnmbwof coapero«au.
2
swaaew.t«
100'+
100'+
NA
NA
LIFT STATION
LW Line
5'+
10'+
NA
NA
Gy
Faatdatbn
5'+
10'+
NA
NA
ump an at.Imp
levet.1.
Hyn waw Mem M.
ti.
ti
it.
NA
"50'+
NA
NA
Pump Maks a MD"
Ebctnul ln.pwaona pwsa W
cMM: waY
*None known
BENCH MARK
aul,en
Existing system abandoned per code.
Top cement landing
AawmM Ebvamn:
Tank & pre -tank piping Insulated.
100 FL
Engineers Stamp
,r
Ct OFrgk.%a''
w CQ' ••' e'•�4s' 01
st
r� '' • 7tt
Inspections performed by: KND Engineering. Inc. Dates: 1 10/14/05
...1tf
i,.; . ,Y,�^„—.,,,,•sea
Development Services Department Approval 3rd 10/31/05
pO�N ;.K`""�` �;
JO—O 6
Ia�Fq4 •af
Reviewed and approved by: Date:.J
44
(Rey. ILW)�Zrl
AS -BUILT SYSTEM DETAILS/SITE PLAN
GREAT LANDS ESTATES S/D #1 BLOCK 1 LOT 6
OSHED
K.breat Lands Subd. r,`1
211 Block 1 /
0
n Lot 6
I C I
NEW 1,000
GAL S.T.
A-039.2'
A -D-45.2'
A -E-81.7'
A -F-78.3'
A-0111.6'
A -H -I US'
A-1125.0'
A -J-123.8'
A -K-92.8'
A -L-93.5'
B-058.2'
B -D-81.0'
S -E-94.8'
B -F-91.3'
B-0122'
B -H-123.3'
8-1138'
8-1137.3'
B -K-109.2'
B -L-109.4'
UE
CONCR
ko.,
TTER
Permit : SWO50379
PID#: 051-131-12
WELL
^/(E)
-00 34.0
HOUSE
C3
S U
rl)
Ul
0
0
0_I
SCALES 1' - 40'
FILTER FABRIC—_y
—
------ ---------0.5'
9.6 99.4
°o°0°0°00°0°0°0°000000000°0°0°000°0°0°
0°
o°o°°°°°°°°oo°°°°o°r^°^°^�O^OA°o°o°o°o°o°o°°
5.57'
E > BB
J
0°0
iii
^ ^
°00
c°o
nn
5.3 SEWER ROCK e 3
1
�o
I
I
d 1000 GAL
TH05-1\
/
SEPTIC
TANK
612 rTNAI RRAnr 92.8
YU
A-039.2'
A -D-45.2'
A -E-81.7'
A -F-78.3'
A-0111.6'
A -H -I US'
A-1125.0'
A -J-123.8'
A -K-92.8'
A -L-93.5'
B-058.2'
B -D-81.0'
S -E-94.8'
B -F-91.3'
B-0122'
B -H-123.3'
8-1138'
8-1137.3'
B -K-109.2'
B -L-109.4'
UE
CONCR
ko.,
TTER
Permit : SWO50379
PID#: 051-131-12
WELL
^/(E)
-00 34.0
HOUSE
C3
S U
rl)
Ul
0
0
0_I
SCALES 1' - 40'
SCALE, NTS
Aw `t�' OF ALgS
/ *:49
FF S
CE -71 k
Elm.(
�''b' FESS100' Ar
FILTER FABRIC-_ vmmla 4
---- ------ 0.5'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 89.6 000°00r 0°0°0°0°0°0°0°0°0°00 0 5.54'
0 000000000000 r 0000000 0 000 00
0.0 o
°0 84.1 ^SEVER RUCK 8460 ,
TREt Sltl 2 I B.t BOH
IREPARED FOR, ABBREVIATIONS
JACK HEIDEMANN
P.D. BOX 670504 BOH BOTTOM OF TESTHOLE
CHUGIAK, AK 99567 CO CLEANOUT
TEU (907) 688-9406 MT = MONITORING TUBE
nEU) 800KS C NTM.
SOW,D„Ar. DRAM: MMp UK HDENGINEERING, INC.
STAMQ. C�0'm kmd 20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
A93ua1! 9ATu 11/29/05
DWG. FM Tnn NW1260
ACA° f4c 05064asb. H°` 05-064 (907)868-3791/FAX (907)868-3793
FILTER FABRIC—_y
—
------ ---------0.5'
9.6 99.4
°o°0°0°00°0°0°0°000000000°0°0°000°0°0°
0°
o°o°°°°°°°°oo°°°°o°r^°^°^�O^OA°o°o°o°o°o°o°°
5.57'
E > BB
o000000000?^^ ^ o 0 ^ 0.0
0°0
iii
^ ^
°00
c°o
nn
5.3 SEWER ROCK e 3
1
TREgS0 1
I
d 1000 GAL
f
SCALES NTS
SEPTIC
TANK
612 rTNAI RRAnr 92.8
YU
SCALE, NTS
Aw `t�' OF ALgS
/ *:49
FF S
CE -71 k
Elm.(
�''b' FESS100' Ar
FILTER FABRIC-_ vmmla 4
---- ------ 0.5'
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 89.6 000°00r 0°0°0°0°0°0°0°0°0°00 0 5.54'
0 000000000000 r 0000000 0 000 00
0.0 o
°0 84.1 ^SEVER RUCK 8460 ,
TREt Sltl 2 I B.t BOH
IREPARED FOR, ABBREVIATIONS
JACK HEIDEMANN
P.D. BOX 670504 BOH BOTTOM OF TESTHOLE
CHUGIAK, AK 99567 CO CLEANOUT
TEU (907) 688-9406 MT = MONITORING TUBE
nEU) 800KS C NTM.
SOW,D„Ar. DRAM: MMp UK HDENGINEERING, INC.
STAMQ. C�0'm kmd 20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
A93ua1! 9ATu 11/29/05
DWG. FM Tnn NW1260
ACA° f4c 05064asb. H°` 05-064 (907)868-3791/FAX (907)868-3793
}
�leo"WCQt./N( If:• I
N 89.VAT. a L" r. cql.
30'
101 Vr/c./Ty EA515ME7 l-
rC�,voaa�c� I
TI.YCNAIGO.Lv f
� I
e
1•J//ED O
4ib ` N
WOOD
DFf.r
Y
I I0 ' "JG OV2 MA/wl76wI Aw.CE EAOEMEw.>
70s
� N 89. 55• r -_
ac r z�/.tiy
0
C?ec4r LA/vD clzc[_E
4SEMENTS OF RECORD. OTHER THAN
•IOSE SHOWN ON THE RECORDED
_AT. ARE.NOT SHOWN HEREON.
Mortage Inspection Certification
-=LOT SURVEY CERTIFIC DDR
)T . 6. BLOCK 1
Great Lands Subdivision
ANCHORAGE RECORDING DISTRICT
%RED BY: DOWLING a ASSOCIATES
g04 EAST
99501
1
OF•%,Ay,Os�',
n � •' "'•; Fy j
f49$4
�, . Jam.• Karl Ir g f • •'
oewl
isms i
Offss10NA-t o
LEGEND' V►`���"
® IRAt! CAP NONUY[NT
0 IRON rite
• STEEL PIX
13 SURVEY NUG a TACK
Residence of:
•1.
19 Jan 79 BYKMi 06F.Lz;1• I *D' Ea. GRID;
SO 79_013 Diary
Permit Number: SWO50379
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Oct 03, 2005
Expiration Date: Oct 03, 2006
Parcel ID: 051-131-12
Legal Description: GREAT LAND ESTATES #1 BLK 1 LT 6
Design Engineer: 0070 KND Engineering Site Address: 020326 LEPRECHAN DR
Owner Name: JACK HEIDEMANN Lot Size: 78408 SO. FT.
Owner Address: PO BOX 670504 Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK . AK 99567-0504
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3_ The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Date:
Issued By. 6 1 R Date: 10 i ISS
Municipality of Anchorage
Development Services Department ;
Building Safety Division
On -Site Water and Wastewater Program '
4700 South Bragaw St. `� "•
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051-131-12 Permit Number SW
Property owner(s) Jack Heidemann
Mailing address (1) PO Box 670504 Chugiak,
Dayphone 688-9406
AK 99567
�Mfa+h'ng address (2) 020321 c L,CP(,' C
Nan
flt' • Zip Code
Legal description (Lot, Block & Sub'd )
Great
and Fqtates #1, Rlock 1, Lot
6
Legal description (Section, Township & Range)
Lot Size 78,408 Acres/Sq.Ft.
Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only
❑
Well Only
❑
Sewer and Well
❑
Water Storage
❑
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and Is In accordance with applicable Municipal Codes.
of property owner or authorized agent)
Permit Fees:
Waiver Fees:
Date of Payment:Date of Payment:
Receipt Number: 13322 Receipt Number:
(Rev. 1200) �ernt�\ �^✓cu�yt t ch `�/��j/o5
IRCINTD ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
September 28, 2005
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Sewer Upgrade — Great Land Estates :1, Block 1, Lot 6
Gentlemen:
The owner has requested we proceed forward to obtain a septic permit to upgrade and
replace the existing septic system and tank for the subject lot. The existing septic tank
and crib will be abandoned in place and in accordance with municipal standards. On
September 19, 2000 a testhole was performed for theproposed system. The results of
this test are attached. The general slope of this lot is from southeast to northwest at a
grade of approximately 5-15%.
We have designed our system utilizing the testhole we excavated for the 3 -bedroom
house. The lot is served by an individual well. We propose to install two Y -wide deep
trenches. Water was not encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system and there are no
known curtain drains within 50'. We do not expect there to be any adverse effect on
adjacent lots by the development of this system.
If you have any questions, please contact me at 696-6111 /FAX 696-8111.
Respectfully submitted,
END Engineering, Inc.
Kenne .IIu P.E.
Attachments: On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
Owner/ Contractor Specs
WELL & WASTEWATER DISP❑SAL SYSTEM SITE PLAN
GREAT LANDS ESTATES S/D #1 BLOCK 1 LOT 6
K,,. D
150'±
—
_N5'_+'55'36"E_ I
E— -
E— 91 nil —E—
SHED /
O /
Great. Lands Subd. i1]
NIC
v s
U �
K'lo
U U
Block 1
Lot 6
NEW SEPTIC
SYSTEM
ABANDON 71STING
CRIB/TANK I
I \
I ° i
TH05-1
NEW ABSORBTION'
FIELD i
(2) 35'Lx3'Wx5.5'D
NO PUBLIC WELLS WITHIN 200' OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED.
NO SEPTIC SYSTEMS WITHIN 200' OF
PROPOSED WELL EXCEPT AS NOTED.
OF.ALgS
4 TH * +�
KENN H M. D / S
C 711 Ora
�fEssIDNsV �
NEW 1000
44
IIOUSL
:J
N J
O
WELL'�(E) �
\'O
0.
GAL S.T. 0 I 60'
GRAPHICS SCALE
GREAT EW&D CIRCLE SCALE: 1"=60'
DESIGN DETAILS FOR DEEP TRENCH SYSTEM,
3 BDRM X 150 GPD = 450 GPD
450 GPD/0.6 GPD PER SF (22 MIN/IN.)= 750 SF
(750 / <2 x 5.5' GRAVEL DEPTH) - 69 FT. TRENCH
USE 2 TRENCHES - 35'Lx3'Wx5.5'D
Total MAX depth of system Is 9' from original grade.
Total depth of gravel below distribution pipe Is 5.5'.
-bill
1. INSTALL 1000 GALLON SEPTIC TANK 6 INSULATE IF < 4' COVER
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM IF < 2' COVER.
3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED.
5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS, SEPTICS, LOT LINES, FOUNDATIONS AND ALL OTHER SETBACKS.
PREPARED FOR,
JACK HEIDEMANN
P.O. BOX 670504
CHUGIAK, AK 99567
TEL, (907) 688-9406 PAGE 1 OF 2
FIELD BOOKS ea xo:
eaMouer. DRAM: rsm ENGINEERING, INC.
SYMNa aoam: kmd 'x0441 PTARMIGAN BLVD.
,ter DAT 9 EAGLE RIVER, AK 99577-8736
DAA n,F: omo. NW1260
ADHD "LL 05064.dwg 'IDD NP1 05-000 (907)868-3791/FAX (907)868-3793
WASTEWATER
GREAT LANDS
POWERLINE
K1j0
10' UTILITY
EASEMENT
DISPOSAL SYSTEM DETAILS
ESTATES S/D #1 BLOCK I LOT 6
r4391'55'36"E
E E
30.0*
Great Lands Subd
CD C;
TRENCHES
(2) 35'L.X3'Wx5.5'D
Block 1
Lot 6
NEW 1.000
GAL S.T.
n -
I I E D
O
WOOD
IC)CJ.O-
TH05-1
.0
A -C=40.2'
B -C=57 3' 10' SLOPE MAINTENANCE
A -D=93:9' EASEMENT
B -D=108.4
A -E=-1 17"2'.
A -F=103.9' b
8 F= 119.8' C; GREAT UND
A -G= 125.7'
B -G= 1 36.-g'-
-97�q,, -4
44
KENN"9TEf
9 TE �0
. D S. m
CE -71 6
a
Af
ellf,
. ?� - -! 'e Ar
50' TEMPORARY--,/---,-..
TURNAROUND
11�/ \
'77
CIRCLE
34.0
I
—0 50
GRAPHICS SCALE
SCALER "=50'
PREPARED FOR,
JACK HEIDEMANN
P.D. BOX 670504
CHUGIAK, AK 99567
TELe (907) 688-9406 PAGE 2 OF 2
nELD BOOKS cw=:
GOUNDMr. DRAm; r�m MMID ENGINEERING, INC.
STm"Q- CHEO . kmd— 20441 PTARMIGAN BLVD.
ASSMr. DATE 09/28/05 EAGLE RIVER, AK 99577-8736
M. FLE: GRID:
NW1260
Am "' 05064.dwg, " N' 05-000 (907)868-3791/FAX (907)868-3793
'0!0
CIRCLE
34.0
I
—0 50
GRAPHICS SCALE
SCALER "=50'
PREPARED FOR,
JACK HEIDEMANN
P.D. BOX 670504
CHUGIAK, AK 99567
TELe (907) 688-9406 PAGE 2 OF 2
nELD BOOKS cw=:
GOUNDMr. DRAm; r�m MMID ENGINEERING, INC.
STm"Q- CHEO . kmd— 20441 PTARMIGAN BLVD.
ASSMr. DATE 09/28/05 EAGLE RIVER, AK 99577-8736
M. FLE: GRID:
NW1260
Am "' 05064.dwg, " N' 05-000 (907)868-3791/FAX (907)868-3793
KND ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
SOILS PERCOLATION TEST
Performed for: Tack Heidemann Date Performed: 9/19/05
Project: Great Land Estates 91 Block 1, Lot 6 TEST HOLE A 05-1
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
Depth
(Feet)
SEE ATTACHED SITE PLAN
Org/OL —red /brown I FOR HOLE LOCATION
GM — med dense brown
w/cobbles & boulders, wet
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 9/26/05
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
9/21/05
1:00
6"
-
2
1:30
30 min
48/16"
18/16"
3
1:31
6"
-
4
2:01
30 min
410/16"
16/16"
5
2:02
6"
-
6
2:32
30 min
410/16"
16/16"
`
Water
I Added
Percolation Rate _22 (min/ in) Pere Hole Diameter 6„
Test Run Between 4 feet and r feet
1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
K D ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
696-6111 /FAX (907) 696-8111
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES AND MATERIAL SPECIFICATIONS
LEGAL DESCRIPTION: Great Land Estates #1, Block 1, Lot 6
GENERAL:
1. The scope of this project includes the installation of a septic tank and/or drainfield to serve a
single-familyresidence on the referenced property as delineated on the attached Municipality of
Anchorage MOA) permit and site plan.
2. Construction shall be in accordance with the approved site plan and design drawings; MOA
permit with any special provisions or conditions, and all applicable State and Municipal
Wastewater Disposal Regulations.
3. KND Engineering, Inc (KND) assumes no responsibility of the accuracy of the as -built survey
provided by the owner or owner's representative.
4. The owner or contractor is responsible to notify the engineer of any discrepancies noted on the
design plans or drawings prior to commencing work. These discrepancies could be, but not
limited to, possible encroachments, surface water, varying soils, unplatted easements, types or
use of dwellings on or adjacent to property, nearby public wells, etc.
5. The contractor shall be responsible for locating any necessary underground utilities, easements,
property lines and surface water. The owner and/or contractor shall ensure, if deemed
appropriate, that a registered land surveyor prior to construction flags all setbacks.
6. The contractor shall be responsible for verifying all pertinent separation distances and
component layout.
7. Unless specifically agreed otherwise, the property owner shall be responsible for final grading
areas subsequently depressed from soil settling. On all leachfield mound systems, the property
owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded
area.
8. The MOA Development Services Department On -Site Water & Wastewater Program must
certify contractors installing wastewater disposal systems. Owners installing their own systems
must also receive prior approval from said MOA Department.
SEPTIC TANK / HOLDING TANK / LIFT STATION INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall
include two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded with proper material and compacting to prevent
damaging, settling or shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches above the final grade.
4. Septic tanks installed with less than 4 foot of cover shall be insulated. The contractor will
ensure that the fill over the tank does not exceed the burial depth rating.
5. A foundation cleanout shall be installed one to four feet from the building foundation. In the
line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent
pumping system exists within the septic tank). These cleanouts shall be located on undisturbed
soil not more than 10 feet from the tank. The second cleanout, in line, shall be to clean toward
the septic tank.
6. Final grading over the septic tank shall be such that a positive slope exists away from the septic
tank.
v."a i ..t a
Reference: Great Land Estates #1, Bl, L6
Date: 09/28/05
Page: 2 of 3
7. All H.D.P.E. tanks shall have a vertical length of 4 -inch perforated drainpipe besides the tank
extending to the bottom of the tank to above grade to monitor ground water.
8. All tanks shall be anchored when there is not enough adequate soil cover to resist buoyancy
forces in high -groundwater areas.
9. All holding tanks and lift stations shall have an audible and visual alarm inside the residence.
10. All lift stations shall be wired in compliance with the Uniform Electrical Code and all MOA
guidelines.
11. The contractor shall remove the old tank, or abandon it in compliance with the Uniform
Plumbing Code. The contractor is solely responsible for the abandonment procedure.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the
excavation shall be within 2 inches of level. If the sidewalls of the excavaction become smeared,
they must be raked or scratched (roughed -up) before gravel (sewer rock) placement.
2. Once the sewer rock is installed, the distribution pipe is installed level with the perforations
facing downward. Gravel is then to be placed over the distribution pipe to provide a minimum
of 2 inches of cover over the pipe.
3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure
the silt barrier covers the entire gravel surface before placing backfill.
4. Monitoring tubes shall be four- (4) inch diameter, installed approximately in the locations
shown on the design, and extend a minimum of 12 inches above final grade. The portion of the
monitoring tube extending through the gravel shall be perforated from the bottom of the trench
to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as
noted on the design.
5. Backfill over the final gravel layer must not be less than twenty-four inches. Insulation must be
installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the
trench must be mounded to prevent the formation of a depression after settling.
6. All advanced technology waste water disposal systems (Advantex, Biocycle, Intermittent
Dosing Sand Filter, etc...) shall be constructed, installed, maintained and monitored per
manufacturer's specifications and MOA requirements.
MINIMUM MATERIAL SPECIFICATIONS:
1. A MOA approved septic tank manufacturer must construct any septic tank proposed for
installation.
2. The following pipe materials are MOA approved for use in septic system installations:
Type of PiJ2 Perforate Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company
Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or
equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between
the final leachfield gravel layer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing
the #200 sieve. If deemed necessary, a sieve analysis should be performed.
7. When sand is being used as a filter material, its gradation specification must conform to current
MOA or DEC requirements.
Reference: Great Land Estates 01,131,16
Date: 09/28/05
Page: 3 of 3
INSPECTIONS:
Typically there will be three (3) inspections required during the installation of the wastewater
disposal system. These inspections will occur as follows:
1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds
and before the installation of any gravel. A septic tank may be set in place, but may not be
backfilled before this inspection.
2. The second inspection must be conducted after the placement of the sewer rock, distribution
lines, standpipes, and cleanouts, but before the placement of the silt barrier, insulation, or any
other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required, especially with the installation of multiple
trenches, sand filters, pressurized distribution systems, etc. The inspecting engineer is to be contacted
at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take
place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractor's
activities.
The owner shall contract with the contractor to perform the work outlined in these specifications and
attached plans and in accordance with the attached MOA permit. All materials, components, and
construction practices shall comply with the MCA's and the State of Alaska's latest ordinances,
regulations, or policies regarding wells and septic systems. The failure of the inspecting engineer to
notice a material or construction non-compliance does not relieve the contractor of his/her
responsibility to correct such deficiency. There will be no contractual arrangement existing between
the contractor and KND Engineering Inc. KND shall be the owner's representative and will inspect the
work as stated above to document the contractor's activities. Final acceptance of the contractor's work
rests with the owner and the MOA.
KND shall have no liability to the owner or to others for acts or omissions of the contractor or any other
persons performing work on this project or the failure of the contractor to carry out the work in
accordance with these construction documents. KND's inspecting engineer will not be responsible for
the construction means, methods, and techniques, sequence, procedures or the safety precautions
incident to this project.
BY PROCEEDING FORWARD WITH THE INSTALLATION OF THE WATER AND/OR
WASTEWATER SYSTEM (S), THE PROPERTY OWNER, CONTRACTOR, AND WELL DRILLER
ACKNOWLEDGES HAVING READ AND ACCEPTED THESE SPECIFICATIONS.
h
�1GRF I "TER ANCHORAGE AREA BO' "UGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL
SYSTEM
(_
NAME 6-40 W P(LIZT-HY MAILING ADDRESS6QN•7QL• C#ke,,R,C
PHONE '331 - AtOl
LOCATION ?e'M C G MK LEGAL DESCRIPTION tc-" (I ISiAue
r GFeQi t"b &srArsS
SEPTIC TANK: Wo 14011
DISTANCE !"�
FROM WELL MANUFACTURE MATERIAL
NUMBER OF
COMPARTMENTS
INSIDE LENGTH - INSIDE WIDTH LIQUID DEPTH ��
LIQUID CAPACITY�_�GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER ° rQ�fi
OR WIDTH, LENGTH u�, DEPTH
`
LINING MATERIAL �� CRIB SIZE: DIAMETER _KDEPTH_:ZL DISTANCE FROM: WELL /«(
TOTAL EFFECTIVE
BUILDING FOUNDATION_, NEAREST LOT LINE ABSORPTION AREA (WALL
- v
AREA) JZo SQ. FT.
ADDITIONAL ABSORPTION
WELL
"
TYPE Z✓f«LIDp CONSTRUCTION f7&"Ak0 DEPTH
DISTANCE FROM:
BUILDING NEAREST NEAREST SEPTIC
FOUNDATION -,LOT LINE -,SEWER LINE -,TANK y7�
SEEPAGE
SYSTEM
CESSPOOL OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY:
?Au,ex Cga&
PIPE MATERIAL:
Leal
LOT SLOPE:
REMARKS:
0 & E bvGI NEERI NG & DEVELOP NT CO.
Box 90, Davis St., Eagle River, Alaska
694-2774 or 333-52 X
Russell Oyster 'n Q i\ Zg Earl Ellis
694-2774 333-5240
Civil Engineering �� Surveying
Soils & Foundations
Land Development
SOIL LOG
Performed for: Name: el. No.
Mailing Address:
Legal Description: f -%<' /; r,,,(?
Depth (feet) Soil Characteristics
0
2
3
4
5
7
8
9
10
11
12
Ground Water Encountered: Yes No h If yes, what depth
Proposed Installation: Seepage Pit Drain Field
Comments:
Performed by:- E -� Date: "�%' �l�`-
claF51D-eTd6p� `r1 -eS,-)-JAti )`1
o
Y OF ANCHORAGE
MUNICIPALITY OF ANCHORAGEp DEPT C-
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT, O(VNVIRONi .7;
825 L Street •Anchorage, Alaska 99501
CTION
r �
E C 2 :' 19 78
ENVIRONMENTAL ENGINEERING DIVISION
Telephone 264-4720
RECEIVED
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER
FACILITIES
DIRECTIONS: Complete all parts on page t. Incomplete requests will not be processed. Please allow ten 00)
days for processing.
t PROPERTY OWNER
PHONE
MAILING ADDRS
PROPERTY RESIDENT (If diffe ant from above) .
PHONE
2 BUYER
PHONE
MAILING ADDRESS Lr /
3. LEND.IyjN-UG• INSTITUTION
/
PHONE
y
MAILINGADDRESS
AK....... -
-
4. R j R! ENT
PHONE
/ a
MAILING ADDRE ./'eq
THIS SIDE FOR OFFICIAL USE ONLY
_
INSPECTION APPOINTMENTS
DATE RECEIVED
TIME
TIME
TIME
DATE
DATE
DATE
INSPECTOR
INSPECTOR
INSPECTOR
DIRECTIONS:
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
OPUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
4 l
INSTALLER
-
❑Septic Tank or ❑ Holding Tank
Size: /000 If Tank ishomemadeSOILS
give dimensions:
RATING
TYPE OF TANK
MANUFACTURE
TOTALASSORPTION AREA
MATERIAL I A
A. DISTANCES
WELL TO: _._
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
Z1 --APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE -
BY (Title)
LEGAL DESCRIPTION
11 M1,1 Ill_.. O ".I
GREATER ANCHORAGE AREA BOROUGH.
Department of Environmental Quality
Q Y
`M,�, ;_,,.• 3330 "C" St., Anchorage, Alaska 99503 - 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & MATER FACILITIES
1. Type of Inspection: CMRO VA
2. Property Owner:�-
Mailing Address: .'``� v_ *3',V -p
3.
5.
Name of Buyer:
Mailing Address:
Name of Lending Institution:
Mailing Address'::»
Name of Realtor or Agent:
Mailing Address:
6. Legal Description:
Location:
FHA C01\V
Day Phone
Day Phone
Phone
Phone
7. Type of Facility to be inspected: No. Bdrms.
8. Water Supply
Type of Supply: Public Utility Individual
If Individual, number of dwellings presently served
If Individual, depth of well
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site) _
1 If Individual, date of installation l` �7
EQ -037 (1/74)
_"�4 r4CA0QlGf a f F�
Pq
A� g$
V
L
u j
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received C� — o S
Time of Inspection 113c)
9
tf'1 0 Date of Inspection
IV REQUEST FOR APPROVAL OF
#)171 INDIVIDUAL SEWER
FORWATER FACILITIES
Approval requested by: fes) d.�___i�_c
Mailing Address: 1 y� Phe: (,2,
L-) i< - -�L_-, y _ Ll t
Property Owner: co Phone:
Mailing Address:
3. Legal Description: X19,
4. Location: c
5. Type of facility to be inspected 1 \ No. of bedrooms
6. Well Data: a, 11J
A. Type B. Depth
C. Construction
7. Sewage Disposal System:
D. Bacterial Analysis
A. Installed � '�Vi � - B. Installer
C. Septic Tank: 1. Size L�o o c� 2. Manufacturer
D. Seepage Pit: 1. Absorption Area 2. Material
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank , Absorption area , Sewer Lines ,
Nearest lot line , Other contamination
B. Foundation to septic tank Absorption area
C. Absorption area to nearest lot line
EO -034 (1/74)
Pann 1 of twn nanac
page 2 of two pages - Re( s,, eor Approval of Individual ��'_ Water Facilities
Comments - --- - -
Approved
Disapproved Date / 12L' =
Approval;Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
accuraterepresentationof the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ -034 (1/74)
MECHANICAL ENGINEER MECHANICAL ENGINEERS CIVIL ENGINEER
DAVID SLENKAMP CIVIL ENGINEERS ROBERT A. SHAFER
694-9055 694-2979
SRB 196X Eagle River,. Alaska 99577
Mr. Gary McCarthy
Totem Realty
724 E 15th Ave.
Anchorage, Alaska 99501
ATTN: Bob Allen
Dear Mr. McCarthy,
MUNICIPALITY OF ANCHORAGE 8 January 1979
DEPT. OF I''EALTH &
ENVIRONMENTAL i-r—'OfECTION
JAN 1 1 19r9
RECEIVED
A sewer system adequacy test was performed on your three bedroom residence
located Lot 6, Block 1, Greatland Estate Subdivision.
The septic tank was pumped on 6 January 1979 and in accordance with
Municipality records, has a liquid capacity of 1,000 gallons. The system
consisting of,a,seepage pit was charged with 1,000 gallons of water.
Percolation over a 24 hour period as recorded on 7 January 1979 resulted in
the total removal of 555 gallons or in excess of. 185 gallons per bedroom.
On the basis of the above survey andtest, it can be concluded that the
system (septic tank and seepage pit) is adequate.
Since ely
�/ /i/ '
a
BERT A. SHA R, /-E.
CF: Dept of Health and
Environmental Protection
National Bank of Alaska
ATTN: Debbie Messick
O0 I°iY>6
I
r��o°•
G(�A
.; 4t
• � 1. A p 4
.Robert A.
'No A
L
nj UA4S
)L,"I 41-v
LL -i -LI IV
Januaxy 3 p 1519
Gary NO Carthy
LA Touche StrOat
Zmchmaqme Alaska 99504
gubjects Lot 6 '131ock I Creat Land 33tates SU'Wivisimn
�41 ro-val for yomr J=Uvvidual Sever Anel 'inter facilities
VAII not bo grantedUP.-til tk-"a f'-'v.?II(rvLnq I'tma have beesn
ComploteK.2 3
AW"01.1 loq Im, mublAtteo to thia do-&xartvmnt*
The top of the '4011 Ca'a'Jing is snafloi" 4ith a Yam itar
y
anal so that it is water tiqzat
TI or pit around the wall oaning ohould
be tilled with tyivj4 soil 00 text it- 510pos
away from the Wall cae-j"Ago
4-Ihe C 116
JS OCt,� bo
�tjj tWQJVO(12) inellea V,
rground lavel*
X7
pjae the S4tqtt for ojr inapection to datin pxoper
constructiong, aluo# to Cnaure tho minimum diotance
rdquiro-ments are --Tiet between YOUr w011 Wnd 50ver 0YzteV'*
(N) The saptiq tank IP, rA-mip-ad Witit., a receipt SlIbmitted to
this Office*
A four(4) inch cant iron cloeriottt JIM i-310talled to tha
ser3tic tan'r. or loachkic, area,
(X) A poraolatlOrl tuOt bQ POrfOVMQd OTI thO OVIPHM9
area, wbia will d*ter-aAfte M", the aYstox. iij Adq��.64fa
according to Mational Sta-c=ards: A pit Of PrIv4tO !Urn -s
mforn is enclosed,
.4ho po the tent L
tftr* Nlk.T� Carthy
January 3,f 1979
I. I q a
!imr anAication. shovis the nwmber oP bedraonm axemods
the number Cho nower system, was orirlinally atnproved f0orp
therofore# an up;�-jr-n-Je will be requived.
cm-nect to thAO p"Wlir, Sewer which in Availablo to
kg)t4fy thig dapartVIVnt for a ro-inspactim-i whore doscrepancieu
;,mve Wien ca.rrectad. Tf there aro any fungi quer-tionso.
please contact thin office at U4-4720*
Sincerolys
Robert C, Pratt# R*S*
P.0sociate Specialist
P'Cr,/I -iw
mational uank of Mamka
Attention Debbie
Powh 7-W215 99510
Robort J. Allem
q Totavl RevlItYi IbIc.
724 LaaL ISt-h Awwnue 99501