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HomeMy WebLinkAboutT15N R2W SEC 25 LT 148T15N R2W SEC
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STATE OF ALASKA
FROM:
STATE OF ALASKA
F DEPT OF ENVIRONMENTAL CONSERVATION
R LOCAL REGIONAL/DISTRICT OFFICE
O
Applicant name, address and phone number:
.J4 Mt,S - 1/le -i J -414s"
T J51Y9 G AK,5 211)&Z J12.
o Chvb/4 1:� /1e 9956 -
FEE CALCULAI ION FORM
DOMES[ IC WAS I EWAI ER PERMI T FEE
DEC CONTACT (TYPED OR PRINTED):
LG�/5
PHONE:
5/ 95
NO I E:
5
This form Is for fee calculation purposes. N is to be
completed by the applicant and submitted to
the local DEC office.
2/
FacAit Pro ect dame:
FEE BEGS. SUB- DESCRIPTION / FEE BASIS Fee Amount Amount for
REFERENCE CATEG this permit
72.010. DOMESTIC WASTEWATER PERMITS
(d)( 1) WL Individual Permit or Certificate of NPDES Permit 0-500 gpd $100
501.2,500 gpd /$2 ��•�U
.. _ _ . -- ....w ..J $400
$1,000
I
EAGLE RIVER ENGINEERING SERVICES 5 i 1 4 C� $1.600
LOUIS BUTERA, P.E. $2,400
/ i ' P. 0. .130X 773294 694-5195
EAGLE RIVER, AK 99577 89-6 $3.2
12525 �
4)er,IC OtdCi Ol d �%/�/1 GY7 $2W
zt / $500
$750
First National Bank $tow
of Anchorage
EAGLE RIVER BRANCH, EAGLE RIVER, AK 99577
X11: 1 2 5 2000 601: 0 5 50 01,B 611® 5&14
(1) WL lUenelai r cum%
(g)(1) W1 Permit Renewal received before 30 days from renewal dale - 40% of initial fee
(g)(2) 1 W2 Permit Renewal received after 30 days from renewal date • 100% of initial fee
Total Artta7unt Of Fee $
To legally dispose of liquid wastes to land or waters of the state of Alaska, owners/operators are required to
pay a permit fee pursuant to AS 44,46.025. Please check the information on this form for accuracy and remit the correct
permit fee to the address above, with a copy of this form.
if there are any questions regarding this form, please contact your local ADEC office.
490' vv
70
zmsk Rlvex SeXTAkelz
Louis Butera, P.E.
Registered Civil Engineer
May 13, 1993
Susan Oswalt
Municipality of Anchorage
Dept. of Health & Human Services
825 L Street
Anchorage, AK 999502
Re: Steep Hill Elimination Subdivision
Dear Ms. Oswalt:
*Iec r'
144,f, 444 Y % `
4jp' Of %Z
S-'10597 4nss9�
Attached please find soil logs and site plan showing the above referenced subdivision and
proposed wastewater system.
The soils as described by four test holes located in the northeast corner of Lot 3 will support a
primary and two replacement sites for a six bedroom, two residence usage as designed by ADEC
guidelines. We are currently submitting a plan to ADEC for approval. Once this approval is
obtained, the system will be constructed. This will provide the required wastewater system for
Lots 2 and 3. The area on Lot 1 is being expanded and therefore does not require review.
Water will be provided by individual private wells, of which there is one each located on Lot
1 and Lot 3.
We ask for your approval of the preliminary plat, based on our proposed plan.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\1993\93-020B.LTR
P.O. Box 773294 • Eagle River, Alaska 99577 • Telephone (907) 694-5195 • Fax (907) 694-3297
Louis Butera, P.E.
Registered Civil Engineer
May 13, 1993
Dept. of Environmental Conservation
Anchorage District Office
800 E. Dimond Blvd., Suite 3-470
Anchorage, AK 99515
Re: Lots 3 & 4, Steep Hill Elimination Subdivision
At the request our client, Mr. Jansen, we are applying for a permit to construct a community
wastewater disposal system on Lot 3, serving the above referenced lots.
The system is designed for an existing three bedroom home and a proposed three bedroom home
to be placed on Lot 2. As this is a new subdivision, a plat note can be added limiting the Lot
2 to three bedroom capacity. Each lot will contain a private well.
The wastewater system is a standard design utilizing a pressure distribution system from an
Orenco STEP system. The bed is to be constructed by excavation to the sand or gravel layer
and backfill with ADEC approved filter sand to a level of six feet above bedrock surface. Soil
logs, profile and plan drawings are attached.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
\ 1993\93-020A.LTR
= Louis A. Butera o
Seee CE 6736 94..*
�'5
��_
ll���pROFESS\����
P.O. Bax 773294 • Eagle River, Ahsh 99577 • Telephone (907) 694-5195 • Fax (907) 694;3297
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Al
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�� SROUFE STREET
= 1
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;------- ----------------------------
NORTH
---------- _----.------- I---
1 � I
NORTH \
EAGLE RIVER
ENGINEERING SERVICES
P. O. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
JOB T-16-4
SHEET NO.
CALCULATED BY-
CHECKED
Y CHECKED BY
SCALE
OF
DATE
DATE
PRO=107-1ees Ix, Groton, Mass. 01171.
PONS
\ �R
i
—
x—x --x —x_ 330' \
N 89°51' W 13 165'H- rRe r—
\�.\�� x \\. � REPL.
�P SITE I /
To'
I .
V') Tn REPL.
X r SITE
MT
10'
X SEPTIC AREA -----
mi
W not usable for C TH_i �� \` n t� '! A u n
driveways, parking 24'x32' TIT_a 30' 30'
areas or structures PRIMARY Z
/ i SITE
/ CD\ Q ¢ i— I
/ x 2.000 CAL W
Z ° STEP TANK O W I
/ 5' HIGH
Cr
WOOD FENCE x TIER LINE EASOW41 as Q
X 4' PVC y � W0
/ I J o I
ZD Z
1.1 Acres I
I I - WELL RADIUS w HE N I
too'
y a IT< O i
x Z PRIVATE O
'WELL Q in
1.0 Acres I 3 BR TANK O I
X. o. I HOUSE 9. UJ
\ W L
\ x o LLj
� \� I f `r L✓
p.1RN �P��E RPO\U I `� cTv� O I
�/
�Q� E \S6 / \ I
------------------------/ E ... ... ................ \
P TENT PATENT
x — x .— X \\ < SO' 38 R \ L — — — — — —
RESERVE --
N 00°09\ E� \
VACATION 17'� RIGHT\ OF DE IC
—WAY\ TION
1 14' S 89 ° 51 ' E 215'
® — TEST HOLE
64' o — MONITOR TUBE
_ N_00°08' E JAM ES WAY— _ SEWERECLEANOUT
Re_33'------ �FRe------- WRs-- +�+i��F+Ft+— PROPOSED LEACHFIELD
NO 'KNOWN—CURTAIN—DRAINS Io' UTILITY EASEMENT Ra I — — — EASEMENT
WASTEWATER SYSTEM PLAN
LEGAL: LOT 3 STEEP HILL ELIMINATION
OWNER: JANSEN
CONTRACTOR: N/A
JOB 93-020(b) DATE: 05/13/931 SCALE 1" = 60'
EAGLE RI VER ENGINEERING SERVICES
AP.O. Box 773294
EAGLE RIVER, A.K. 99577
(907) 694-5195 FAX: (907) 694-3297
BED DETAIL 1-1/4' pvc, Sch. 40
effluent line
Bury atfoa+4' with 2'
burial m. 2'
wide, centered
over pipe.
2,000 gal. 32.0'
Tank/lift
Station — — — — — —
�� 26.0' =i 4 laterals
°O __________--0 6' on center
_— 41
------------aio '0
2" 2,. PVC ®— — — — —
Mainfold I
�\ Cleanout pipes
Monitors 1-1/4" pvc lateral \_Exterior limits of bed gravel
2- insulation + _filter fabric 2' earth cover minimum
1' sewer gravel gs ° d° °° ° °goo° ° °° 88 ° °
4 0$°°s°/ ° °eA i
q .
':•' Pemove exlst�g topsoi + ''0 6 Original ground surface
•• `o• wderlying clay layer to clean
± 3.5' nterrace with native gravel+
P.epiace with titer sand material.'':'' depth_
° .'.
1
Existing native gravel soil (GW)
! Impermialble layer +G• below leach gravel
GWT 7.3' +
LEAC H E 9 E L D DETAIL
LEGAL: LOT 3 STEEP HILL ELIMINATION.6 > a
OWNER: JANSEN" ••°,.o°'
CONTRACTOR: N/A _ oto 'tea<;. y a
JOB 93-020(c) DATE: 05/13/93 NOT TO SCALE40
®•�°°""'°•° "`•`'""'""`y"
EAGLE RIVER ENGINEERING SER VICES ro e Louis A. Butera •�'
® CE -6736 e ��
P.O. Box 773294 ®�s� ••
°•o 0.0•••
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297 t% 'ORo�Essw
�►®FESS
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 3, STEEP HILL ELIMINATION
A. GENERAL
1. The well and septic plan are for two, single family residences only, at six
bedroom total capacity.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the State Department of Environmental
Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the .
field by the engineer.
5. All excavations and depths are advisory and are to be verified or modified in the
field by the contractor to meet Department of Environmental Conservation
requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements.
7. The excavation is to be exactly in the area shown on the site plan, any deviation
requires engineer approval.
8. It is always recommended that a surveyor locate the nearest lot line position and
the location of any easements.
B. SEPTIC TANK
1.- Septic tank is to be pre -approved Anchorage Tank, with Orenco lift _station.
C. BED
1. The bed excavation ist to natural gravel with a 3.5' sand filter layer placed to
maintain 6' above bedrock level.
2. The bottom of the bed shall be level, plus or minus 1.5".
3. The total depth of the bed excavation is to be 6' above bedrock level.
4. The sewer line is to replace the existing sewer line that leads to the existing pit.
5. The bed gravel is to be covered with typar fabric material.
6. Soil or combination of soil and extruded board insulation to a depth of 4' or
equivalent is to be placed over the leachfield.
7. The area over the bed is to be finish graded to prevent ponding of surface water
runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private
well, 150' to any Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACHFIELD DIMENSIONS:
TOTAL DEPTH = 6" (above grade) GRAVEL DEPTH = 12"
BED LENGTH = 32' BED WIDTH = 24'
SOIL RATING = 1.2 GPDlft2 BEDROOM CAPACITY = 6
SEPTIC TANK SIZE = 2,000 WITH ORENCO LIFT STATION
Twenty-four (24) hours notice required for all inspections.
EAGLE RIVER
ENGINEERING SERVICES
P. 0. Box 773294
EAGLE RIVER, ALASKA 99577
Phone 694-5195
JOB Steep Hill Elimination 93-020
SHEET NO
Of
CALCULATED BYDATE 05/13/93
CHECKED BY
SCALE
DATE
PROOM n4-1�Mris in. G,Mon. Mas. 01471.
(ENGINEER'S SEAL)
oA. Municipality of Anchorage
® DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: JG^'re^' DATE PERFORMED: -//a9/S?
Pv�Po.rB -✓
LEGAL DESCRIPTION: STec:p �/.//t -r`�'��✓ 1,713 Township, Range, Section: %/S !Q � W
SLOPE SITE PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
1
1
1
1
2
E
( T
61T(�
7
8
9
Date
Gross
Time
�G�fv.
i
J A- 0
y 6
�
6
GR..-� r ...ccr• s r�.� .0
O
r_r7
f/4G /J•/f.{ RUG/�
t�ecl�� cK
o 'ih�;3 a
0090
•eoeyo sD
...i
9•
.— 71�5
Sff6Q Qo ao c�nr
Q 06
Louis,
e
C[-%735
DQ
�i
„o• � .y
T��`
Ow9�gn7, j �v�!_'3i'
C7
p�60O0o
S
0
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? P
E
Depth to Water Aller r
Monilorino? - Bale: 5 6 r 3
G 1 ! r%
Reading
Date
Gross
Time
Net Depth to Net
Time Water Drop
y 6
PERCOLATION RATE 0" /6 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3 � FT AND FT
PERFORMED BY: C r_ - '
CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: S 3
72-008 (Rev 4/85)
Municipality of Anchorage
4 DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: r4kl5EA/
(ENGINEER'S SEAL)
DATE PERFORMED: 5 // 93
LEGAL DESCRIPTION: Sit;EP LS `-'� Township, Range, Section:
SLOPE
�- b Ul2GAN1 �, / rop5or l-.
•`—` sr�ul�/SrLTr �LA'f� PAa-t-FPDz�aJ
2
CSG c�
3 O Ut1ot5T To w6T
Sr�r�DY &QA�t<f
4- G' G( w/�J7StSGE5
eC
5
6 v
_ -- GGt� t u
6 C4FP &FD2ocIC
O r_
7 ..
Lz�r� Roc -K
8
9
10 WAS GROUND WATER TF S
ENCOUNTERED?
IF YES, AT WHAT 1
1*� �y `^, 1 -. 4 DEPTH? j S
12 Sal •'e encsc s.:rt' �n4
;.;;; �,t Oeplh to Water Aller
13 ': Monitoring? Dale: —
e n
14io
�=
Pave an ac4..v oec �snec�.
R� Luv;s A. Eotcrn L, e
15 ®�� e CE -6736
17
18-
19-
SITE
819
SITE PLAN
Z)
L
O
_ P
E
S -7F' 1 0
Reading
Date
Gross
Time
MEN
Depth to Net
Water Drop
`SOAK
5-1(-'13
3 'fd
-�
�•
i!: ►► � i'1
3,0 �,,N
� �ifC. ' 3%16
3
/v 17 rot
F.0 M w
yc tri z
3.0 �rrN
f46 3 /6
I
1
ME—Olin
■.■■„■
NONE
Z)
L
O
_ P
E
S -7F' 1 0
Reading
Date
Gross
Time
Net
Time
Depth to Net
Water Drop
`SOAK
5-1(-'13
3 'fd
-�
�•
i!: ►► � i'1
3,0 �,,N
� �ifC. ' 3%16
3
/v 17 rot
F.0 M w
yc tri z
3.0 �rrN
f46 3 /6
20t'
t_j PERCOLATION RATE �'� (minulesiinch) PERC HOLE DIAMETER 6
1 EST RUN BETWEEN 3 FT AND -1 FT
COMMENTS T�72
. —��-'�_-
PERFORMED BY: ��EH I f�'� �
5 ' CERT IFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 3
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: OwsEN DATE PERFORMED: 511-q3
St/go Township, Range, Section:
" v cl nPF SITE PLAN
. 1
2
3
a
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS 7W #
Y
4
G.
WAS GROUND WATER Nd
ENCOUNTERED? fV
k S
L
IF YES, AT WHAT O
DEPTH? P
E
+f Depth to Water Alter
Mnnilnrinn7 N 1A Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
SagK 6j-It-�t3
1 y:35�ys 0,z sEc iv �1G y.a
30sEL 10°/16 _ Qt,
o--9,1 I0 0/f4 y p„
�( , , y3 0- ql SEc 0 v
tS n
PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN Z'5 FT AND 3'5 -
FT
PERFORMED BY:
G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev 4/85)
OR6q N+t(-/ TOP Sol L-
St LtY�SAr�r�Y clA
S i
G c
SAN151f
G^PAVe L
C'• .G `
w/coRgiQS
o °o
,Gam
Ft2A(Ivpf 0 &-opt-I
Dec
Org%
'`'b:
T14
p�0 •
veoa �"�a�^
®�q
Louis A. Bu'ora
evr
CE -6725
�C �0 •e eo aecK� ,�\��`i�*t
PRO FE co'
COMMENTS 7W #
Y
4
G.
WAS GROUND WATER Nd
ENCOUNTERED? fV
k S
L
IF YES, AT WHAT O
DEPTH? P
E
+f Depth to Water Alter
Mnnilnrinn7 N 1A Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
SagK 6j-It-�t3
1 y:35�ys 0,z sEc iv �1G y.a
30sEL 10°/16 _ Qt,
o--9,1 I0 0/f4 y p„
�( , , y3 0- ql SEc 0 v
tS n
PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN Z'5 FT AND 3'5 -
FT
PERFORMED BY:
G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev 4/85)
WAS GROUND WATER Nd
ENCOUNTERED? fV
k S
L
IF YES, AT WHAT O
DEPTH? P
E
+f Depth to Water Alter
Mnnilnrinn7 N 1A Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
SagK 6j-It-�t3
1 y:35�ys 0,z sEc iv �1G y.a
30sEL 10°/16 _ Qt,
o--9,1 I0 0/f4 y p„
�( , , y3 0- ql SEc 0 v
tS n
PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN Z'5 FT AND 3'5 -
FT
PERFORMED BY:
G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev 4/85)
tS n
PERCOLATION RAI E Zp.2 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN Z'5 FT AND 3'5 -
FT
PERFORMED BY:
G%LrS /,-- F— H I � � CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev 4/85)
11
PERFORMED FOR: ANSF
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
LEGAL DESCRIPTION: STEEP 14,,2'5 Sfn's -
�y
1
2
3
4
5
6
77
8
9
10
11
12
13
14
15
16
17
1
1
2
W
t-
8
9
0
OR6gtjI(-/ToPS01L
-
CI -Ay (C-
LAN
Depth to
Water
Net
Drop
A N
1>—Ls C)
r<ActVPED REDfoc,
P.�EbP�K
A
00®00 BBT `0a, .. SZ Va3 r.
O•oto *'flit0pp a•
�.� a Louis A. I;Jfca �(
•a CE -4V,36;
��
�TO•va ro>�e` <
p
COMMENTS T�
C
(ENGINEER'S SEAL)
DATE PERFORMED:
Township, Range, Section:
ci npr- SITE PLAN
WAS GROUNDWATER
ENCOUNTERED? Y5
S
L
IF YES, AT WHAT 7 I 0
DEPTH? 3' P
E
Depth to Water Alter
Monitoring? Date:
,;--I ",
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
�ii��1E�1
it
�
■11�
S
L
IF YES, AT WHAT 7 I 0
DEPTH? 3' P
E
Depth to Water Alter
Monitoring? Date:
,;--I ",
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RALE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: 2F / n I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008IRev 41851