HomeMy WebLinkAboutT15N R1W SEC 5 LT 24T15N RIW
SEC 6
Lot 24
#051-032-16
Municipality of Anchorage
Development Services Department •= "•'
C\ Building Safety Division;
� On -Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Pogo 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW000181 PID Number. 051-032-16
NOTe'
JONATHAN SMITH
Wastewater System: ■ New ❑ Upgrade
Y
Address:
P.O. BOX 670541 • CHUGIAK, AK 99567
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 729-3369 3
0 Deep Trench 13Shallow Trench O Bed O Mound OOther
LEGAL DESCRIPTION
Sol Rang:
1.0
Total CMI, ham angina Pude
6.5-7.5
coo/sq, it
rL
Block: Lot Subdivision:
DMh to pp betbm from erglnal yreee
or" depth beneath pipe
— 24 —
4.42-5.42 n
2.08 r,
Township: T1SN Range: R1W Section: 5
rel oadea aloes odgmal grade
cruel rapin:
63
SEE DWG n
rt
WELL: ■ New ❑ Upgrade
Gravel .kw:
5
Nes of rwe
1
Dbtawa belaeen mea:
—
n
In.
Ctoenrmaon Prtob. Ae.0 .
Tata Depot
Caeed Ta:
Tata obsorptlan ona:
Pipe Inaerbt:
D 3034/ F-810
PRIVATE
306 r
40+ n
450+ so. ml
Orabr:
ALASKA WELL & PUMP
Dae Dred:
8/2/2000
Slatla Maly tore/:
UNK
Ywtaer:
OWNER
Dab Installed:
10/2-3/2000
n
T1Md.
Pump Sal M
Cooing Height Mon Gourd:
TANK
6+ cpu
UNKNOWN n.
2 r<
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P. 13 Other
ac�eilon
k
atl
Holding
wivard
CHORAGE TANK
N
in 1ToSeptic
1000
Prom
Field
Tank
+
Well
100'+
100'+
—
—
25'+
Nelerlat STEEL
Nu of eenp>bn w 2
Surface water
100'+
too'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Sue to gaeone
:t
71
Foundation
5'+
10'+ 1
——
—
on bwl au K:
ttign soler norm at
Curtain Drain
NO
KNOW
►ury Iroie
Dearloa ewpeAlcns penamwe e%
BENCH MARK
Remarks:
Location ars Description:
TOP OF WELL HEAD
Awe.nwd Deotwa. 100.00 n
ENGiNEEWS 51,
oboo�oo �
o� F
sQ�p
AKWWC INC. 10/2/2000
Inspections performed by: Dates: 1st
°� 4
V,
2nd 10/2/2000
2nd
3rd 10/3/2000
0 D
._ ff a .
m\Presi0o
Veat Services Department Approval
v00O
��oerQO..Ga
......
7 �sose
Reviewed and approved baz
t>
�
0
cs.t
OOOoo
01
PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
SW000181 051-032-16
ALTERNATE
NOTE: THE HOUSE, WELL AND
SEPTIC LOCATIONS ARE
APPROXIMATE. AN AS -BUILT
i
4/7/2003
�O9
DRAWN BY:
ALASKA «'ATER & WASTE NVATER
Z.T.G.
a ��
�4l
SLE
CONSULTANT S, INC.
_
1 - 40�
..
.'. .....
......
6001 DFRARR ROAD. SUITE PR • ANCNORAGF. AK 00504 • PNONR (OOM5)-6U0 • FAX (007)5%R -A46
O
PHONE NUMBER:
PACE NUMBER:
PREPARED FOR:
JONATHAN SMITH (907) 337-1936
2 OF 3
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LEGAL
DESCRIPTION:
T15N, RiW, SECTION 5; LOT 24
�, •., ,,.• ao
4�e 'orof65910��o0
�Opp00000
TYPE OF WORK:
AS -BUILT DRAWING OF WELL AND SEPTIC SYSTEM LOCATION
PERMIT NUMBER: AS -BUILT DRAWING F 051 IO NUMBER:161
SW000181 051-032-16
FINAL GRADE
R 99.77-100.95TOP OF TANK A(
INLET- 95.45T� 1 I I
TOP OF TANK AT
OUTLET - 93.44
J I I NEW 1000 GALLON I I
INVERT OF BUNG- SEPTIC TANK
AT INLET - 95.0 INVERT T BUNG AT
OUTLET - 94.74
I
ELAINE ELEVATION OF
GROUNDWATER TI 07.74
ELATNE ELEVATION OF BOTTOM
OF TEST HOLES - 8424-65.74
ALASFA NATER S WASTEWATER
CONSULTANTS, INC.
6901 OFAARR ROAD. SUITE 79 • AW.ORAGF. AK 99S" • R NF (907)117.0 79 • FAX (00)7SIMSTGA
PREPARED FOR: PHONE NUMBER: I
JONATHAN SMITH (907) 337-1936
LEGAL DESCRIPTION:
LOT 24; SECTION 5, T15N, R1W.
TYPE OF WORK:
AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
FINAL GRADE
10025-100.57
FILTER FABRIC
INVERT OF PIPE
- 94.32 (AVG.)
-BOTTOM OF
TRENCH - 9224
Z.T.G.
N.T.S
NUMBER:
3OF3
ol��i�"
NAR-26-2UMED)
12:10
SCF
PRIfiRY
CARE
PANIEY
NEDICINE
(M)9011DIM
P, 001/001
'Mar-26-03
12:37A Permit Counter
907 343
8250
P.01
FROtl : ALA5/.'A
DELL
& PIMP
FAX NO. :
907 868
3684
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MUNICIPALITY OF ANCHORAGE : 0 6
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW000181
Date Issued: Jun 20, 2000
Expiration Date: Jun 20, 2001
Parcel ID: 051-032-16
Legal Description: TI 5N R1 W SEC 5 LT 24
Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 022435 DAVIDSON DR
Owner Name: Jonathan Smith Lot Size: 108900 SQ. FT.
Owner Address: 3633 Image Dr. Total Bedrooms: 3 Permit Bedrooms: 3
Anchorage , AK 99504 -
This permit is for the construction of:
F Disposal Field Q Septic Tank Holding Tank ❑ Privy Q 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 DHHS at least 2 hours prior to each Inspection. Provide notification by catling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: l — 2ky- - i10
V
a
vt L' Date: (0 " 2.0 -A
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
June 6, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Welland Septic Design for Lot 24, Section 5, T15N, Rl W
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Test holes
were excavated on the property in the area of the proposed septic system. The proposed septic
system will be designed around the 30 foot radii of both test holes. We are proposing that a 1000
gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed
septic design are summarized as follows:
1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and
the percolation test results. The soils below the organic layers are a GW/SW material with lot of
silt lenses and pockets of ML to a depth of 13.5 feet in TH#1 and to a depth of 15.0 feet in TH#2
(bottom of test holes). Groundwater was encountered at 12.0 feet in TH#1 and at 13 feet in
TH#2. The monitoring tubes were checked seven days later and found groundwater at 12.0 feet
in both test holes.. A percolation test was performed in each test hole between the depth of 4.5
feet to 5.0 feet which had a percolation rate of 1.0 minute/inch in TH#1 and <1 minute/inch in
TH#2. It is our opinion that the insitu sandy soils should act as a sand filter and that a application
rate of 1.0 gallons/day/ft2 should be apply.
2. TRENCH DESIGN:
a. Percolation Rate: 1.0 & <1 minutes/inch
b. Allowable Application Rate: 1.0 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 450112
L Total Depth: 7.5 feet (max.)
g. Effective Depth: 4.0 feet
h. Width: 5 feet
i. Reduction Factor: 0.50
i. Minimum Length: 45 feet long
j Effective absorption area = 450 ft2
6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: The lot is generally flat; in short, there are no slope concerns.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
IUVM
NOTE: Attached is a site plan drawing, a design drawing, two soils logs, and a 7 page
construction specification letter which are all part of the design package for this septic system.
6901 Debarr Road, Suitc 2D — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246
s�CLOT
,k,
/ 19
I I WOBBECAN S/D \
LOT 18, SECTION 5, T15N, R1W
� 1
`-SEPRC ARS,
LOT 198. /
WOBBECON S/D
I 1
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of
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2 /
n
Ln '
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/
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(J
PROPOSL D
3 BEDROOM
O
N
\ HOUSEN\
/ /Q ,
2
IF 2)// Q I
ALTERNATE SITEA
3
^
I LOT 33. SECTION 3, 715N, RiW
'
PROPERTY WAS STRUCTURE
'
h=.
NO WELL OR SEPTIC WAS BEEN
1^
I INSTALLED (PER HOMEOWNER.)
n•
v
DATE:
6/6/2000
DRAWN BY:'`4,.
J.L.M.
.&
ALASKA «'XFE4 R WASTEWATER
Ste`
CONSULTANTS, INC.
1 w = loo'
� •• 417
6901 DFBARR ROAD. WTE 2B • ANCHORAGE. AR 99506 • PHONE (907"]7-0179 • FM (907"36]216
�' �• •• vi
PREPARED FOR PHONE NUMBER:
PAGE NUMBER:
JONATHAN SMITH (907) 337-1936
1 OF 2
�', re A. Ga ess
7953 ;
�� •., G 7953
LEGAL DESCRIPTION:
LOT 24, SECTION 5, T15N, R1W,
• �i
yV7vCIProfesslo0o\��
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
PROPOSED DRIVEWAY
PROPOSED 1000 GALLON
SEPTIC TANK
INSTALL DBL CO
1 TM��
ALTERNATE SITE �� MTS
II I
II I
II I
II 1
/ "
TH/*6
'PROPOSED
0 3 BEDROOM
14 HOUSE
PROPOSED
WELL LOCATII
11 PROPOSED DRAINFIELD
EXCAVATE A TRENCH THAT
IS 7.5 FEET DEEP MAXIMUM
BY 5 FEET WIDE BY 45
FEET LONG. ADD 4 FEET
OF CLEAN, WASHED SEWER
DRAINROCK.
-40 Sbl DRAWN BY: ! -
ALASKA NATER & WASTEWATER
SCALE:J.L.M.
CONSULTANTS, INC.......1" = 40'
NII DFBARR ROAD. SURA
TF n • ANCHOGF. M 99504 • PHONE 907)537-0179' FAX (907)336-3246
:PARED FOR: PHONE NUMBER: PAGE NUMBER:
JONATHAN SMITH (907) 337-1936 2 OF 2 6 re
:AL DESCRIPTION: QO �'. '•. C 71
LOT 24. SECTION 5, T15N, RlW �0��, •..,
'E OF WORK:0 ^�o'profes
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
6QOF oo
6901 DEBARR ROAD,
SURE 28 • ANCHORAGE, AK. 99504
P••
�;
PHONE (907) 337-6179 • FAX (907) 338-3246
p0 •'••
�Q4o
SOIL LOG
— PERCOLATION TEST
y*QQ
"" ' "' ""'
LEGAL
DESCRIPTION: LOT 24;
SECTION 5, T15N, R1W
PERFORMED FOR: JONATHAN
SMITH
DATE
PERFORMED: 5/8/00
t e amass;
7953 Fop
(e�j l"o
TEST HOLE #1
�p0e^e�P........o�a600
oRcaNlcs
4��40000�00
.e�°doo
SOIL CLASSIFICATIONS
2,�
SITE PLAN
otl°
osoepe
=a.i 16:; GWJ ORG
3
Sp dp
GP ML
uo orop
oepYoo
GM CIL
i —
4°po�P
QQJ4,9c{o
GC OL
�p pop,�°p SW MH PROPOSED PROPOSED
5
��0�
O °op°.
•e ��� SP CH 3 BEDROOM
HOUSE
WELL
12
eo
SM OH
0"
6
o co
CW/SW
Sc
bp W/ LOTS OF
,O�%�yyo
SILT
.D�Oo
DEPTH TO DATE I
LENSES &
GROUNDWATER '
nil pROPoSED
8
bo Qe°y POCKETS
tt��{��j ;ej4dl OF ML
12' 5/8/00
I�I SEPnC
USYSTEM
$
a6;dP
12' S/15/GD ALTERNATE S(TE
9
.be po
N6 0.0 .
10
11
Dr0°
oepe°o
DATE READING CLOCK NET TIME
WATER LEVEL NET DROP
pn °rop
TIME (MINUTES)
READING (INCHES)
12
begpppC
5/10/00 1 — —
6" —
o a
2 — 4.5
0" 6"
13
ps? 00
3 — —
6" —
4 — 4.5
0" 6"
14
B.O.H.
5 — —
6" —
6 — 5.0
0" 6"
15
16
8 — 5.5
0" 6"
17
10 — 6.0
0" C.
18
19
PERCOLATION RATE 1.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20
TEST RUN BETWEEN 4.5 FT. AND 5.0
FT.
COMMENTS: PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING
PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS,
CERTIFY THAT THIS
WAS PERF ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE: c
11
—
—
6"
—
12
—
6.0
0"
6"
ALASKA WATER & WASTEWATER CONSULTANTS, INC. 000000°
6901 DEBARR ROAD. SUITE 23 • ANCHORAGE, AK. 99504 0 OF A q�Op
PHONE (907) 337-6179 • FAX (907) 338-3248 G� •' S 0�
SOIL LOG — PERCOLATION TEST y*0�
LEGAL DESCRIPTION: T15N, R1W, SEC 5: LOTS 24 & 25,
JONATHAN SMITH
PERFORMED FOR O..... J
f iess;
DATE PERFORMED: 5/8/00 E-7953 ;' ``►`t
(foes) =__= TEST HOLE #2 ��De edP••.....•• o;E<o
pd `, ORGANICS rofess,011 o�
°O00�op0a
fpr°°
e•�e
2 p SOIL CLASSIFICATIONS SITE PLAN
3 010•°09 ilt GP ML _
GM CIL
o i
4 rn9x GC OL
° SW MH PROPOSED PROPOSED
5 ° u0, °� °e° SP CH 3 BEDROOM WELL
n ° GW/SW t" SM GH HOUSE
ti0pr°d° W/ LOTS OF ' '
6 0'°09 SILT SC
�c9 LENSES &
7 exw, "o POCKETS DEPTH TO
� N 0 OF ML
GROUNDWATER DATE I D� PROPOSED
.°may°, aro° I1� I
13' 5/8/00 U I SEPTIC
12' 5/15/00 ALTERNATE SrtE Q _
0 0
o� 0.
10
wo eo0°p0
12
flu 11D
bb 13
oep0po
14
15
B.O.H.
16
9 6-
17
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
COMMENTS: PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING. THE INSITU SANDY SOILS SHOULD ACT
AS SAND FILTER.
PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS
WAS PER R ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON
DATE:CO
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/10/DO
1
—
—
6"
—
2
—
2.0
0"
6"
3
—
—
6"
—
4
—
2.0
0'
6"
5
—
—
6"
—
6
—
2.5
0'
6"
8
—
3.0
0"
6'
10
—
3.5
0"
6"
11
—
—
6'
—
12
—
4.0
0"
6"
-JUN -08-00 THU 04:01 PM PCC FAMILY MEDICINE FAX N0. 907 729 3364 P. 01
June 8, 2000
Municipality of Anchorage
Division of IIealth and Human Services
Division of Environmental Services
On -Site Services Section
To Whom it May Concent:
This letter is to inform your agency that 1 plan to do an owner installation of the septic
system at Lot 24, Section 5, T15N, RI W
7Jothan
I'. Smith
It
JUL 1 A 2000
o.
TE,/~A DEITZ
LoT ?~
-' 'RPPROVEO
Date '~-/~- ~
All work d~r, ll be ~tY'fie a~ shown on this
p~o! l~lan Ap~..~/-'bed plans ami ~,ec h
I