HomeMy WebLinkAboutT15N R1W SEC 5 LT 40On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP161099
Tax Code Number: 05103225000
Work Type: Septic Upgrade
Permit Effective Dates: May 24, 2016 to May 24, 2017
Design Engineer: ARC TERRA CONSULTING INC
Subdivision: T15N R1W SEC 5
Site Legal Address: T15N R1W SEC 5 LT 40 G:1557
Owner/Address:
PEDERSON MARY BULLOCK
PO BOX 671313CHUGIAK AK 995671313
Site Mailing Address. 22243 DAVIDSON DR, Chugiak
Lot Size in Sq Ft: 94525
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: 5/ Va.,
Date: �/2 /6
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-032-25
Property owner(s) MARY BULLOCK PEDERSON Day phone 244-5878
Mailing address PO BOX 671313, CHUGIAK, AK 99567
Site address 22223 DAVIDSON DRIVE, CHUGIAK, AK 99567
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) T15N R1 W SEC 5 LOT 40
Lot Size 945253
Sq. Ft. Number of Bedrooms
APPLICATION IS FOR:
(® all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
APPLICATION IS AN:
Initial
Upgrade
Renewal
TYPE OF DWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D)
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature . . ro.,- y owner or authorized agent)
Permit/Rush Fees: 5("1'
Date of Payment: 51/6164
Receipt Number: 05/ 0( Cl
Permit No. 0/711/610141
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
•• tspFtCTERR,
ARC T ERRA
CONSULTING, INC
212 E. 51s` Ave, Anchorage, AK. 99503
Office (907) 868-3791, Fax (907) 868-3793
May 9, 2016
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject Upgrade Sewer Permit — T15N R2W SEC 5 LOT 40
The owner has requested we proceed forward to obtain a septic permit to
upgrade the septic system of the subject property.
The general slope of this lot is from east to west at a grade of approximately 0-3%
and is flat over the proposed septic area. On April 20, 2016 a testhole was
performed to investigate soils and groundwater. The results of this test are
attached for your review. The proposed upgrade will serve the existing 2 -
bedroom single-family residence. We propose to install a pressurized bed.
Groundwater was encountered at excavation and at monitoring at 8.5' and 8'
respectively.
The property and adjacent lots are served by private water. 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 868-
3791 / FAX 868-3793.
Respectfully submitted,
ArcTerra Consulting, Inc.
Kenneth M. Duffu
Attachments:
On -Site Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793
WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN
LOT 40 T15N R1W SEC 5 S.M.
Septic Deslgnl.dwg
.3
NO SLOPES >20%
W/IN 100' OF
PROPOSED SYSTEM
3V 0.0.W. 041'
ex 133 PO 303
190.14'
N 90'00'00' E
g3. FLAG PROPERTY LINS
WELL RADII & EASEMENTS
4 PRI❑R TO CONSTRUCTION
z
c
V
6
a
0
NO PUBLIC STEM WITHIN 200' OF
PROPOSED SYSTEM.
1 NOR PRIVATE WELL200' W
PROPOSED SYSTEM EXCEPT AS NOTED.00'
C, PR SEPTICDSYSTEMS AS 200'T D.
CO PROPOSED WELL EXCEPT AS NOTED.
B
(Lag
irc °F t.L1Z
Scale: 1'= 100'
PAGE 1 OF 3
DESIGN DETAILS
3 BDRM X 150 GPD 450 GPD
450 GPD/.7 GPD PER SQ. FT. (<1 MIN/IN.)= 643 SQ. FT
(643 / 15'W = 43 FT. LONG BED
USE 1 BED - 43' (L) X 15' (W) X 0.5' (ED)
EXCAVATE 5.5' FROM ORIGINAL GRADE & ADD 2' MOA APPROVED SAND
Total depth of' system Is 3.5' max from original grade.
Total depth of gravel below distribution pipe is 0.5' ,
NOTES:
1. INSTALL 1250 GAL STEP TANK & INSULATE TANK IF <4' COVER.
2. INSULATE BED WITH 2' HD BURIAL FOAM IF < 3' OF FILL.
MIN. 2' FILL WITH INSULATION, >3' COVER NO INSUL REQ.
3. CONTRACTOR WILL ENSURE MINIMUM 2X SLOPE INTO SEPTIC TANK.
4 CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC...
PREPARED FOR:
MARY BULLOCK PEDERSON
22223 DAVIDSON DRIVE
CHUGIAK, AK 99567
FIELD BOOKS
90UNDADY: N/A
STAXNG: N/A
ASBIIILP. JLS
DWG FIS
COMPUTED:
DRAWN: BMW
CHEMED' KMD
DATE:
GRID:
5/07/16
NW1557
ACRD FILE' FILE
•ADB No.: 16-141
Sec 5/Lot 40 Septic Design1.dwg
d By Legal/Seward
4
WASTEWATER DISP❑SAL SYSTEM DETAILS
LOT 40 T15N R1W SEC 5 S.M.
UJ
O
0
0
Z
H
O
LAM
W
U
a
OUJ
ce
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LO m
SLOPE / 0-5%
N
O
U
T. PRIOR T
W
TH16-1
FTI
GRAVEL S X
D/W I Oc m
rrn 0 >,
0
DECOMMISSION EXISTING
SEPTIC SYSTEM PER COD
I
•
•
"-INSTALL
2 CDs
INSTALL LOT 40
2 COs
T15N MW SEC 5 S.M.
INSTALL
1250 -GAL STEP
STAKE WELL
RADIUS
3 -BR RESERVE
W
1n ' STAKE ESMT. PRIOR TO CONST.
ED
50' R.O.W. ESMT
BK 186 PG 305
190.14'
N 90'00'00" E
VACANT
FLAG PROPERTY LINES
WELL RADII & EASEMENTS
PRI❑R TO C❑NSTRUCTI❑N
Apteritc) OF AZ \ PREPARED FOR: pL,z..CTE
WELL®
FIBER OC
VAULT
/
/
/
/
/
116.26'
/
Scale: 1'= 50'
PAGE 2 OF 3
c Of 4S'' Y7 1 MARY BULLOCK PEDERSON
P * . I • TH /� * 22223 DAVIDSON DRIVE
4 / .. .t CHUGIAK, AK 99567
1 I` BENNE D / FIELD BOOKS COMPUTED:
N
CE -7116 arty Al BOUNDARY: N/A DRAWN: BMW
—�ivi4 f STAaxo N/A CHEMED: KMD
S \ aFESBIO N1'T III SBUILT; as DAM: 5/07/16
E \`\' DWG. me mil NW1557
ZACRD FIE' FILE J06 NO 16-141
(eR/tFI11,TING 'al l� e�
R, AK. 99517 �
WASTEWATER ABS❑RPTI❑N SYSTEM DESIGN DETAILS
LOT 40 T15N R1W SEC 5 S.M.
P.I.D. 051-032-25
r
INSULATION
z FINISHED GRADE
LI
N w w m
D D 0 0 0
x
f
0
xw
w0_
0
0 y112500 GAL
NS,T.E.P
y.Lift Station
J
r
MONITOR TUBE
Original Grd.
THl6-1
/FILTER FABRIC AND INSUL
SEWER ROCK
MIN. 2,0' MUA .SAND FILTER .
2.5'(typ)
1 1/4' PVC FROM TANK TO FIELD
1 1/4' PVC FOR MANIFOLD
0
N
'-4
0_ 0
LJ CJ
v50o
0
CJ
Lift StaSbn
4' SOLID FROM HOUSE
2.5
M.T.
43' BED
2.5'(typ)CAP ENDS OF PIPE
$z
Min 2.0'
/
/
/
/
WATER MONITORED @ /
D°' BELOW GRADE
DDH 10.0
43'
M T.
T
L
PRESSURIZED DISTRIBUTI❑N SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
2. HOLE SIZE = 3/16' = 1.00 GAL. PER HOLE @ 30 PSI
3. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES
4. 114 LF LATERAL/30 HOLES = 3.8' SPACING PER HOLE
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS.
PAGE 3 OF 3
sOF� Az ,
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egar
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PREPARED FOR:
MARY BULLOCK PEDERSON
22223 DAVIDSON DRIVE
CHUGIAK, AK 99567
FIELD BOOKS
COMPUTED:
gWNDAWn N/A
ORA*: BMW
swam N/A
cxECNm: KMD
ASBULT: JLS
°Am 5/07/16
DWO. FILE
GR1Di NW1557
ACA) Fll` FILE
"IN" Na: 16-128
cTERR
zArAV N4 ref;
thinliM
(/`R' 111111h11
1.11,151111,
Nwz
41„%suLTING ,R. �yg
AK. 98577
/VoWm.e/AraT.na sha:ed/Stor is/WE L & MEPIIO - fled by Legal/Seward Msrldwn/T1511, R W/see. 5/IM 40 Sec 5/lot 40 S.plk Doslgnl.dxg
O
138 LF 1 1/4" PVC W/3/16" HOLES
al @ 3.8' SPACING (TYP)
i
I
0
cm..
43'
M T.
T
L
PRESSURIZED DISTRIBUTI❑N SYSTEM HOLE SPACING DESIGN
1. RESIDUAL HEAD = 5'
2. HOLE SIZE = 3/16' = 1.00 GAL. PER HOLE @ 30 PSI
3. 30 GALS (PUMP DELIVERY)/1.00 GALS./HOLE = 30 HOLES
4. 114 LF LATERAL/30 HOLES = 3.8' SPACING PER HOLE
5. ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS.
PAGE 3 OF 3
sOF� Az ,
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„y
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egar
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PREPARED FOR:
MARY BULLOCK PEDERSON
22223 DAVIDSON DRIVE
CHUGIAK, AK 99567
FIELD BOOKS
COMPUTED:
gWNDAWn N/A
ORA*: BMW
swam N/A
cxECNm: KMD
ASBULT: JLS
°Am 5/07/16
DWO. FILE
GR1Di NW1557
ACA) Fll` FILE
"IN" Na: 16-128
cTERR
zArAV N4 ref;
thinliM
(/`R' 111111h11
1.11,151111,
Nwz
41„%suLTING ,R. �yg
AK. 98577
/VoWm.e/AraT.na sha:ed/Stor is/WE L & MEPIIO - fled by Legal/Seward Msrldwn/T1511, R W/see. 5/IM 40 Sec 5/lot 40 S.plk Doslgnl.dxg
RcTERR
1
CONSULTING, INC
212 E. 51s` Ave, Anchorage, AK. 99503
,,of Office (907) 868-3791, Fax (907) 868-3793
m -s*°
ARC T ERRA
SOILS PERCOLATION TEST
Performed for: Mary Pederson
Project:
Depth
Fee
T15N R1W SEC 5 LOT 40
Date Performed: 04/20/2016
TEST HOLE # TH 16-1
10
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
Org/OL-ML
GW/sp-gp w/ cobbles to 1'
B.O.H.
FAST PERCOLATING SOILS
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Ground water encountered? YES
Depth to water after monitoring? 8'
What depth? 8.5'
Date? 5/3/2016
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
4/20/16
1:00
2
1:03
3 min
0/16"
6"
3
*
1:04
-
6"
-
4
1:07
3 min
0/16"
6"
5
*
1:08
6
1:11
3 min
0/16"
6"
7
8
9
10
11
12
*
Water
Added
Percolation Rate 0.5 (min/in) Pere Hole Diameter
Test Run Between 4 feet and 5 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State
and Municipal guidelines in effect on this date.
m
PERMIT NO.
MUN I C I PAL I TV OF ANCHORAGE
DEPARTMENT -' HEALTH AND ENVIRONMENTAL ROTECTION
825 ~." STREET~ ANCHORAGE~ AK.
~4-4~20
WELL PERM I T
800250 )
APPLICANT IRVIN MOUNTCASTLE
LOCATION DRIDSON DR.
GEN. DEL.
CHUGIRK
LOT SIZE
0000000
i05000 SOUARE FEET
MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR R PRIVATE WELL OR i50 TO 200 FEET FROM R PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC HELL.
MINIMUM DISTANCE FROM B PRIVATE WELL TO A PRIYBTE SEWER LINE IS 25 FEET AND
TO B COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPBRTMENT WITHIN ~0 DAYS
OF THE HELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICBTIONS 8ND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERP1 I T exP I RES DECEMBER
I CERTIFY THAT
i: I AM FBMILIBR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND HELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL~THE SYSTEM IN ACCORDBNCE WITH THE CODES.
S I GNED ~ ..............................
APPLICANT ~N MOUNTCASTLE
V4. 0
I'.11_11'-,,I T I--: I PRL I T'-r' . i3F R~'-4F':HE~F-:RI3E
DEPRRTMENT 0F HERLTH Rf',,f[:~ EN'v'IRONMENTFIL P~'OTECTICIN
:3.°5 "'L STREET., MNCHORH=E., RI'(.
/ L.IELL .~1 .... I I IIF' -- -- -- PERI"1 I T
LOTSIZE CEET
' ¢' ' ' ~"'~- IS:
T"r'PE OF SOIL HB:,ORPTIUN _,T_-,TEr'I ..-
MRXIMLIM NUMBER OF BEDROOMS : =.LIL RRTING <SQ FT,/BR): '"''-'
~, ,,~ ¢-.
THE REQUIRED SIZE OF THE SOIL FtBSORPTIOH _,r_TEM
E:,EF'TH: -- L EI".I~3 T H = ~ RR",,'E L [:,EF'TH = '""'"
THE LENGTH DINENSIOH IS THE LENGTH (IN FEET> OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTRNI_"E BETWEEN THE SI_IRFRCE OF THE
GROUHD RND THE BOTTOM OF THE EXF_:RVRTION (IN FEET>.
THERE IS NO SET WIDTH FOR TRENCHES
THE GRR',/EL DERTH IS THE MINIMUM DEPTH OF GRRVEL BETHEEN THE OUTFRLL PIF'E
RHD THE BOTTOM OF THE EXCRVRTION <IH FEET).
REF~.IJ I RED ~'~-EF'T I C TRI".II<: ~ I ZE= ,3RLL~-~I"4S
PERHIT RPPLICRNT HRS THE ~ESPONSIBILIT'¢ TO INFORM THIS DEPRRTMEHT DLIRIHG THE
INSTRLLRTION INSPECTIONS OF RN'¢ HELLS RDJRCENT TO THIS PRCF'ERT'¢ RNO THE
HUMBER OF RESIDENCES THRT THE 14ELL HILL SERVE.
TI-.-iCl ( 2 ) I [-,,,ISPEI]T I I~--'l l'-,i S R F~'-. E F.:EL-] LI I RE[:'
BRCKFILLING OF RN"r' SYSTEM I,,IITHOUT FINRL INSPECTION RND RPPRO","RL BM' THIS
DEPFtRTMENT NILL BE SU,gJECT TI] PROSECUTION,
- ~,,'
MINIMUM DISTRNCE BETWEEN R WELL
188 FEET FOR F~ F'RI'v'STE WELL OFf '150 TI] ,,..MO FEET FROM Fi PI. BLII,... HELL DEPENDING
UPON THE TYPE ElF PUBLIC HELL
MINIMUM DISTRNCE FROM R PRI'v'RTE WELL TO R F'RI'v'RTE SEHER LINE IS 25 FEET ~N[:,
TO R COMMUNIT"r' SEWER LINE IS 75 FEET.
,- [)Fi T _,
WELL LCII"'4S RRE REL']UIRED FIND MU:,T BE RETI.IRNE[:' TO THE [:,EF'RRTMENT WITHIN $0 '":
OF' THE WELL C:OMPLETION.
OTHER REQUIRErdENTS i','lRN.' RPPLV. ,SF'ECIFICRTIONS RND CONSTF'_]TION DIRGRRMS RRE
R',,,'RILRBLE Ti_'] INSURE PROPER INSTFtLLRTICIN.
PERtd I T E)-', P I RES DEL-~-EPIE:ER _~.-.-1., ±'~ 8~:'~
I CERTIFY THRT
1: I 8M FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE :SEWERS RND WELLS RS :SET
FORTH BN' THE MUNICIPRLIT'¢ OF RHCHORRGE
2: I WILL INSTRLL THE S'¢STEM IN RCCORDBNCE WITH THE CODES.
3: I UNDERSTRND THST THE ON-SITE SEWER SYSTEM MRV REQUIRE ENLBRGEMENT IF THE
RESIDENCE IS REMODELED TI] INCLUDE MORE THRN 3 BEDROOMS.
S I GNED:
RPPL
I
ISSLED B"r'_ _ -~' _ .... DRTE__
',,,'4. 0
GREA%--- ANCHORAGE AREA BOR(''9
Department of Environment Quality
3500 Tudor Road
Anchorage, Alaska 99507
r,',,.J/ee•... //�� INSPECTION REPORT ON-SITE SEWAGE DISPOSAL%SYSTEM
NAME✓ 14 '�L e 1» a h MAILING ADDRESS 7 fay"` i/` L CI PHONE 69V / C
3qy
LOCATION gait/ tai �tsY
LEGAL DESCRIPTION
Lop 90 redr %/fN emism
SEPTIC TANK:
DISTANCE--//.-.. //� {{.. NUMBER OF
FROM WELL MANUFACTURER S aCK 55th/MATERIAL -57C" / COMPARTMENTS
1.1 /S4i837
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH. LIQUID CAPACITY/WO GALLONS.
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL — FOUNDATION NEAREST LOT LINE dr-/ OF LINES
NUMBER OF LINES DISTANCE BETWEEN LINES TRENCH WIDTH— IN TOTAL EFFECTIVE
ABSORPTION AREA SQ FT LENGTH OF EACH LINE
DEPTH OF FILTER
DEPTH: TOP OF TILE TO FINISH GRADE
MATERIAL BENEATH TILE
IN ABOVE TILE IN
WELL: n/rt 14441add 4 14441 1
TYPE CONSTRUCTION
BUILDING
FOUNDATION
CESSPOOL
APPROVED
DEPTH DISTANCE FROM:
NEAREST NEAREST SEPTIC SEEPAGE
, LOT LINE SEWER LINE , TANK SYSTEM
, OTHER SOURCES
DISAPPROVED
REMARKS
DISTANCES• DIAGRAM OF SYSTEM
INSTALLED BY•
Cell
SEWER LINE DEPTH•
PIPE MATERIAL• &Ponied /1k5fiG
Cosi I✓ 0n TNRns/fe
LOT SLOPE: ...[ /
REMAAR`KS• well net ff
%h 54//ed
Form PW -027
DATE/Q'ff7�PPROVED
G.A.A.B.
/
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274-4561
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
PERMIT NO
NAM E OF APPLICANT 71.41 1I !vat4w
))))
INSTALLATION LOCATION +/iAar(! Lo2"fJ .0 4
LEGAL DESCRIPTION N� qQ Set -it fl 5
l5
4
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
FINANCED THROUGH
SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED
MAILING ADDRESS .7)°-A s` i &T
,JW =i
114-4
PHONE " /I��
SEEP GE PIT
GET
DRAIN FIELD . OTHER
TO BE INSTALLED BY
3 1
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE /C't
10
TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
c
�!dv
CanGhZ
SEEPAGE AREA SIZE 1: �` L� r
•7[
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE PIT"' DRAIN FIELD
TO NEAREST LOT LINE
DRAIN FIELD
WELL TO SEPTIC TANK
cO / SEEPAGE PIT k7
DRAIN FIELD ALSO CONSIDER AREA WELLS
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD
SEPTIC TANK, �' SEEPAGE PIT
TO RIVER, LAKE, STREAM
too
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 1NCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND_ SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUG
ULATIONS REGARDING INSTALLATION.
OR
LICENSED DESIGNER
TYPE
DIAGRAM OF SYSTE
I GER' FY THAT, I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO
DES RIB • TEM IS IN ACCORDANCE WITH SAID CODE.
DAT 7775
APPLICANTS SIGNATURE /� %r/ '/ �'�/ /1/
28-68 AND THAT THE ABOVE
0 & E ENwNEERING & DEVELOP/ViENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 333-5240
Russell Oyster Ear/ Ellis
694-2774 333-5240
Civil Engineering Surveying
Soils & Foundations Land Development
SOIL LOG
Performed for: Name: Z c--)NAl , H%t i, RM4sv Tel . No. �`2 -9'3Y4
Mailing Address: Sox -SO/ 2.4c-$n.s %iL'&e ; .4.e
Legal Description: 1'r 4c) Secy -� r/5 7c, /IA/
Depth (feet) Soil Characteristics
0
1
2
3
4
5 /
7 /3604 012:4 i'o /`94
8 S`. 6-d`!_ • . eT i' T J, G/ O l' P/
9
10
11
12
Ground Water Encountered: Yes No If yes, what depth 6'
Proposed Installation: Seepage Pit Drain Field
Comments: i/ficntle.- iS . VEde4c% 4,e) cry
/ &11E s r.e' a M X— 4 r ific k
/7
Performed by: 4
Gam(✓
Date: h
e4'//�rs!_ 24 /f%3