HomeMy WebLinkAboutSHEPHERD OF THE HILLS LT 1S Rev f A r8 oC-tVIL NiLLS
SID
a
1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
Environmental Health Division
CASE REVIEW WORKSHEET
CASE NUMBER:
S-8143
DATE RECEIVED:
May 8, 1985
COMMENTS DUE BY:
May 31, 1985
SUBDIVISION OR PROJECT TITLE:
Lot 1 Shepard of the Hills Subdivision
( I PUBLIC WATER AVAILABLE
( I COMMUNNIIIT7Y WATER AVAILABLE
( I PUBLIC SEWER AVAILABLE
COMMENTS: J/ g �S
z-ti
STATE OF ALASKA
DEPARTMENT OF ENVIRONMENTAL CONSERVATION
CONSTRUCTION AND OPERATION CERTIFICATE
for
PUBLIC. WATER SYSTEMS
A.- APPROVAL TO CONSTRUCT
i.
Plans for the construction or.modification. of •' ' * r
�Sa r7
P4a 2 public.watersystem located
In --' Alaska; submitted In accordance with 18 AAC 80.100
_. by / r: have been reviewed and are _
Q approved.
❑ conditionally approved (see attached conditions).
r
BY TITLE DATE
If construction has not started within Iwo years of the approval date, this certificate Is void and new plans and
specifications must be submitted for review and approval before construction.
B. APPROVED CHANGE ORDERS
- . Change (contract order no. w descriptive reference)
C. APPROVAL TO OPERATE
Approved by
Date
The "APPROVAL TO OPERATE" section must be completed and signed by the Department before any water
Is made available to the public.
The construction of the
public
water system was completed on (date). The system Is hereby
granted Interim approval to operate for 90 days following the completion date.
-- BY - TRLE - - DATE
- .--.-As•bullt plans submitted during the Interim approval period, Oran inspection by the Department, has confirmed
-.the system was constructed according to. the approved plans. The system is hereby granted final approval to :
operate.
BY TITLE DATE
DISTRIBUTION: 1. WHITE • ENGINEER (Complete Section C)
._ 2 YELLOW - WATER SYSTEM FILE (Complete Section 0)
3. PINK . ENGINEERIMUNI.DOn000H (Complete Seaton Q
160407 (Rev. 11163) . , n - a. GOLDENROD - MUNI -BOROUGH IComplete Section A)
x
- Ou' F A L A S V A
DEPT. OF ENVIRONMENTAL CONSERVATION /
ANCHORAGE/WESTERN DISTRICT OFFICE
437 "E" STREET, SUITE 303
ANCHORAGE, ALASKA 99501
January 22, 1985
BILL SHEFFIELD, GOVERNOR
274-2533
Alaska Environmental Control
Services
1200 W. 33rd Avenue, Suite B
Anchorage, Alaska 99503
SUBJECT: Lots 3 & 4, Block 0, Jenkins Subdivision,
(Shepard of the Hills Lutheran Church), Anchorage, Alaska
(8521 -FA -122) & (8521 -DA -107)
Dear Sir:
We have reviewed the plans and specifications for the subject project.
This letter constitutes the permit required by A.S. 46.03.720(a) for
approval of sewerage systems.
Enclosed with this letter is a "Certificate To Construct" for the drink-
ing water system. The "Approval to Operate" section of the certificate
must be completed by a representative of this Department prior to placing
the system in operation.
It should be remembered that final approval will necessitate the submission
of Engineer As -Built Plans. This will consequently mandate that a private
professional engineer conduct basic inspection of this project so as to be
able to sign off on as -built plans. Arrangement for this inspection work
is the responsibility of the developer. Any future expansion of subject
project will require additional approval from this office.
SWE/msm
ENCLOSURE
Sincerely,
Steve W. E g
District Engineer.
1
STATE OFAs-ASKA
DEPARTMENT OF F-NVIRONMENTAL CONSERVATION
APPLICATION FOR ON-SITE WATER AND SEWER
SYSTEM APPROVAL
I. GENERAL INFORMATION
Sip etas `
,� //
Soluarce f Water end Contalnment (Check all that Apply)
Type of Water Supply System
Legal Description of the Location
Water (Check all that Apply)
/a, Wee iII D�rivan) ❑ Surface (identify)
❑Private
AA�
TPe1ktL15
'Su�.11V S
^ // / //
iot, � II'tCK fro eft/ /askdw
Applicant Name / 5 d
S(e YI(tr He 9I 4Lt err"
�rYSPH
Ap Ii ant Is: ICh ack one)
Ownv/Bvi dtl OCertifiatl Installer No.
Addrla IStreat or P. O. Be.)
Type of Rasiden pV at-
T cel No. of Bedr ems
�/
T
1
❑Single Family ❑ Multi-Femity
he �
City, State and Zip Code
Is the Height o1 the Wall Casing more than 12" above the Ground?
/i ❑ Yes ❑ No
Telephone
❑ Yes ❑ No
Is drainage directed away from or around the casing within a radius of 10 feet o1 the well casing?
❑ ❑ No
Vas
Sand Approval toe
Depth o1 Well (Feet)
Static Water Level (Foot)
Yield (It Available)Pump
ElApplicant tortv
Other: (Give Name 6 Adtlrees)
lio0
a'A
T
11. WATER SUPPLY SYSTEM
Sip etas `
,� //
Soluarce f Water end Contalnment (Check all that Apply)
Type of Water Supply System
Treatment of
Water (Check all that Apply)
/a, Wee iII D�rivan) ❑ Surface (identify)
❑Private
❑None
❑Chlorination
❑Roof Catchment
Public (Sarva mon then one
❑Filtration'
❑Mineral Removal
th
❑ Oer (Identlfy)
sq
❑ Holding Tank
family)
Wither:
1
Well Date
Is the Height o1 the Wall Casing more than 12" above the Ground?
/i ❑ Yes ❑ No
Is a sanitary seal installed on the well casing?
❑ Yes ❑ No
Is drainage directed away from or around the casing within a radius of 10 feet o1 the well casing?
❑ ❑ No
Vas
Data Drilled
Depth o1 Well (Feet)
Static Water Level (Foot)
Yield (It Available)Pump
Ret¢ (If Available)
Gel/Min
Gal/Min
Separation Distances from tna Well Coming to each of the Following Sources of Contamination:
Septic/Holding Tank on LotS
ar Linn o Lot
aoct,u2a..blc
Absorption Area on Lot
�
O'osesttiewer Lmes on Adbcr•' of
os4,0 ago
low huge of an AbsorptiomAra on Adjacent Lo
Clos st Septl</Holding Tank on Adjacent Lot
14
'Pino f f
f 4
H toxic materials .1. etored on the property, including fuel tanks, paints, lubricants and other petroleum
On Lot
On Adjacent Lot
bated materiels, pesticides, fungicides or herbicides. Indicate distance from contaminants to well casing:
Water Sample Taken by: Name
SampNr Is:
❑ Buys, ❑ Engineor -
❑ Banka ❑ Government Official
Address
' -
Wale- Sample Results:
❑ ❑ Unatilfactory Data:
Satisfactory - Dalr. -
Attach Copy
- -
Commonts/Recommendationc -
-
1 certify that the above information is correct:
Sip etas `
,� //
T patlr rinted Name
%� /
ei-L
Title f
/f
�z7rC,
Dab
VVv •^"�
or.&'"r5 /Vr
5W l/SYS'
l�
NOTE: Must be sign#d by #Certified Installer, Professional Engineer, D#partmont of Em'bww ww4 Liolp"arion or I& OW,,stRulld�r
1�� Package Trs ptl
Ki Septic Tonk!Absorption System ❑ (Specify Bra, .name or Proms)
Heidi ng Tank Capacity of Tank Where Waste is Disposed Frequency o/ Pumping
❑ Specify:
❑ Septic Tank OuHall Other (Specify):
Discharged To: I ❑ (Outhouse, Incinerator, ate.)
, LJn...n..n.
Name of Installer
Dete Installed
❑ Certified Installer ❑ Other:
❑ Owner/Bulltler
Type/Manufacturer
Type/Manufacturer
No
si �
5 tic Tank Size (Gallons) Number of Compartments
Soil Type or Bring
/
Dimensions/Size Soil Absorption System
Type/Quantity Backfill Material used for Soil
Type Soil Absor tion System
Dimensions/Slze Soil Absorption System
/
i/,<
Type/ uantity Beckfil Material used for Soil
Absorption S ata
be
>r r,o atK/
dequacy Tast PerformedBy:(Attach Copy of Report)
sP
Percolation Test Results
Percolation Tan by: (Name
r
11:4
y
t r<�
Minimum Ground Cover over Saptie
Tank
Minimum Ground Cov r over Absorp.
tion area m
Minimum Ground Cover over Septic
Tank -
Cleanout Pipes/Caps Installed on
Septic Tang -
leenout Pipes/Ceps Installed on
bsorptten System
Feet
Feet
❑ Yes
❑ No
El Yes ❑ No
Water Supply Source on Lot
Separation
Nearest Water Supply Source on Adjacent
Nearest Body of Water
Water Table/Bedrock
Lot Lina
Distance to: �� Feet
Lot
'{ Feat
Feet
`J Feet
1tv Fr
Commennts__!Racc, ,L Io�rtea//jjlonss//
Gi Wswi s 4aa/f Sf+1C(�/GA�IIN rj �p4•
�i�ri�OrjlQ �?I��IC Ci'W
mac! QrT�a-^�I
Feet
p � ,,,mat ►,.._ �.f.trv�da$�' a,rcv �?•
Comments/Recommentletions
1 certify that the above information is correct:
Signature
— ���
Typed/Printed Name
�/�
Title, R
. /Can. No., nst. o.
�;�./
Data
,
gun
;r
Signature
TI'
NOTE: Must be signed by a certified installer, professional engineer of DEC Staff.
Date
I-1 Exictinn Svetem
Name of Installer
Date Installed
❑Certified Installer
❑
❑ Other:
Type/Manufacturer
Owner/Builder
No.
Septic Tank Size (Gallons) Number of Compartments
Soil Type or Rating
Type Soil Absorption System
Dimensions/Size Soil Absorption System
Type/Quantity Backfill Material used for Soil
Absorption System
Adequacy Test Results:
dequacy Tast PerformedBy:(Attach Copy of Report)
Date Septic Tank Pumpsd (Attach Copy of Sees
❑ Pan ❑ Fall
Minimum Ground Cover over Absorp
Minimum Ground Cover over Saptie
Tank
Claenaut Pipe✓Ceps Installed on
Septic Tank
Cla snout Pipes/Ceps Installed on
Absorption System
tion Area
Feat
Feet
Yes No
Yes No
Water Supply Source on Lot
Nearest Water Supply Source on Adjacent
Nearest Body of Water
Water Table/Bedrock
Lot Line
Separation
Lot
Distance to:
pHt
1 Fest
Fat
Feet
F
Comments/Recommentletions
wob 0 0
as A/.
�a4 �!
a«....
exp a•.. %S'�
�
eM leas H ti a�e
1 certify that the above information Is correct •°
Signature
TI'
Title, Rep./Cart. No., Inst. No.
Date
SEAL
Registered Professional
Engineer
MLM3I�h1P.JIIUiIiUIIIII�IIIML LUIIIIiUI, 3�iUIL�3, II IL.
Enginccrinq 6 Enuironmcnlal Si dics
SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - SHEPHERD OF THE
HILLS LUTHERAN CHURCH
1.0 GENERAL
1.1 THE DRAWINGS, 1 THRU 4, SHALL BE PART OF THIS
SPECIFICATION.
1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE
REQUIREMENTS OF THE STATE OF ALASKA, DEPARTMENT OF
ENVIRONMENTAL CONSERVATION (ADEC), THE CONDITIONS
OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS
CURRENTLY IN EFFECT.
1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE
VERIFIED OR MODIFIED IN THE FIELD BY A REGISTERED
ENGINEER OR ADEC APPROVED INSTALLER.
1.4 IT IS THE RESPONSIBILITY OF THE INSTALLER TO
ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAIN—
TAIN THE SPECIFIED SEPARATION DISTANCES, AND TO HAVE
APPROPRIATE INSPECTIONS BY ADEC APPROVED INSTALLER
OR REGISTERED ENGINEER. -
2.0 SEPTIC SYSTEM
2.1 THE SEPTIC TANK SHALL BE A UPC APPROVED TWO COMPARTMENT
TANK, CONSTRUCTED OF 12 GAUGE STEEL, WITH BITUMASTIC
COATING, SET LEVEL, AND INSULATED WITH AN OVERLYING
LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. THE SEPTIC
TANK SHALL REST ON UNDISTURBED SOIL.
2.2 PIPING SHALL BE FITTED WITH MECHANICAL WATERTIGHT
COUPLINGS SUCH AS CALDER, FERNCO OR EQUIVALENT ON OUTLET
AND INLET OF SEPTIC TANK, SEPTIC TANK STANDPIPES, AND
ALL CLEANOUTS. PIPING SHALL BE 4 INCH SOLID
PVC ASTM D3034, PE ASTM 1246, ABS SCHEDULE 40, DUCTILE
IRON CLASS 50 OR CAST IRON, SLOPED A MINIMUM OF 1/4 INCH
PER FOOT, WITH A MINIMUM OF 4 FEET OF COVER. IF LESS
THAN 4 FEET, PROVIDE 1 INCH OF DOW EXTRUDED BLUE POLY—
STYRENE FOR EACH FOOT OF COVER LESS THAN 4 FEET (ALSO
INCLUDED UNDER 3.19).
2.3 CLEANOUTS SHALL BE INSTALLED WITH CALDER COUPLINGS,
CAPPED WITH AIR—TIGHT JIM CAPS (OR EQUIVALENT), AND
EXTEND A MINIMUM OF 2.0 FEET ABOVE GROUND LEVEL.
2.4 THE SEPTIC TANK SHALL BE A MINIMUM OF 10 FEET FROM THE
HOUSE FOUNDATION, AND A MINIMUM OF 10 FEET FROM THE
ABSORPTION AREA.
tm Wtsl s3ri Aacnuc. Suilc B 9 Anchorage Alaska 94503 •(907) 5615040
2.5 THE SEPTIC TANK AND BED MUST NOT BE CLOSER THAN 100 FT.
TO ANY PRIVATE WELL OR BODY OF WATER, NOT CLOSER THAN
150 FEET FROM CLASS C WELLS, AND NOT CLOSER THAN 200
FEET FROM CLASS A OR B WELLS, UNLESS OTHERWISE
SPECIFIED. PRIOR ADEC APPROVAL/WAIVER IS REQUIRED.
3.0 SEEPAGE BED.
3.1 THE GRAVEL FOR THE BED SHALL BE 0.75 TO 1.5 INCH,
SCREENED ROCK WITH LESS THAN 3% PASSING #200 SIEVE
RESIDUAL, UNLESS PRIOR WAIVER DUE TO REMOTENESS, ETC.
ALL SUBSTITUTES MUST RAVE PRIOR ADEC APPROVAL.
3.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE
BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN
COMPACTED DURING EXCAVATION.
3.3 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC
1500 LBS CRUSH STRENGTH, ASTH 3350 OR EQUIVALENT.
ALL PIPES SHALL BE LAID LEVEL.
3.4 TWO MONITOR PIPES SHALL BE PLACED AS SHOWN IN THE
DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034,
PE ASTM 1248, ABS SCHEDULE 40, DUCTILE.IRON CLASS
50 OR 4 INCH CAST IRON. THE SECTION SHOWN WITH HOLES
MAY BE EITHER DRILLED 0.5" HOLES @ 6 INCH CENTERS ON
OPPOSITE SIDES OF THE PIPE OR A SECTION -OF REGULAR
PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID
SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A
RUBBER RAIN -CAP (JIMCAP OR EQUAL) SHALL BE PLACED
ON THE TOP OF THE PIPE.
3.5 INSULATION,IF ANY SHALL BE DOW EXTRUDED BLUE STYROFOAM
BOARD OR EQUIVALENT (1" PER FOOT OF SOIL LESS THAN
4 FEET OVERLYING THE BED.)
3.6 IF INSULATION IS NOT PROVIDED, THEN THE GRAVEL MUST BE
COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS
MIRAFAI, FIBRETEX 200 GRADE, POLY -FILTER X, OR EQUIVA-
LENT). A MINIMUM OF 4 FEET COVER MUST'BE PROVIDED.
3.7 RECOMMEND THAT THE TOP AND SIDES OF THE BED SHALL BE
PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE
GRASS.
3.8 THE SAND USED TO LEVEL BED SHALL BE CLASSIFIED SP
(UNIFIED SOIL CLASSIFICATION SYSTEM) OR NFS.
4.0 INSPECTION
4.1 IF AEC$ DOES NOT INSPECT THE INSTALLATION OF THE
SYSTEM, WE SHALL NOT BE RESPONSIBLE FOR ANY PART OF
THIS DESIGN. TWO INSPECTIONS ARE REQUESTED.
THE FIRST INSPECTION SHALL BE PERFORMED WHEN THE
EXCAVATION FOR BED AND SEPTIC TANK IS COMPLETE, BUT
BEFORE ANY SEWER ROCK OR PIPING IS INSTALLED.
4.2 THE SECOND INSPECTION SHALL BE PERFORMED AFTER SEWER
ROCK, SEPTIC TANK AND LEACH LINES ARE INSTALLED, BUT
BEFORE ANY COVER MATERIAL IS PLACED.
CONTROL SERVICES, INC.
1200 West 33rd A je Suite D
ANCHORAGE, ALAoKA 99503
Phone 561-5040
SHEET NO. OF
CALCULATED BY- DATE
CHECKED BY DATE
Y;
e EA, Y;�PA
JLC_ r9fR0 t
ALAiiAA LllwMVl4lvlLMAL
CONTROL SEM14"ES, INC.
1200 West 33rd Avtr-Je Suite B
ANCHORAGE, ALASKA 99503
Phone 561-5040
C?
SHEET NO.—�' i or
CALCULATED BY DATE—
CHECKED BY DATE
SCALE XT5
... ...... . ......... . ..... .
E
6
IW[\MIK GY W„ 11111
NLJI-likes LMMUMVILMAL
CONTROL SER-WCES, INC.
1200 West 33rd l.- Jue Suite B
ANCHORAGE, ALASKA 99503
Phene 561.5040
Y
SHEET NO—Z-, OF�
CALCULATED BY— Poe DATE
CHECKED BY DATE_
I i
SCALE
. "YII r✓�) 4 Lam. 11� IIIII
CONTROL SERVICES, INC.
1200 West 33rd Av' Suite B
ANCHORAGE, ALAZ:,,\A 99503
Phone 561-5040
SHEET NO. N OF
CALCULATED BY— DATE
CHECKED BY---- - — DATE
4
T
0- 610'e-! lk
..... ..... ... . ...
......
A, pleln
. ..... .....
iz
o
r,
A—
............ ........ .
Sewr 0114,
'Set.
. ... .... ...
1. 41
.........
4�
....... . ..
4—
. . .......... ......... .. .
fo
:4
I
MUNICIPALITY OF ANCHORAG^
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 0 PERCOLATION
II\ 825 L. Street, Anchorage, Alaska 99501 264-4720 TEST
\ SOILS LOG — PERCOLATION TEST
PERFORMED FOR:,511e N M O'7 Tt^e ZjAg<t�nn C4Ue'r4 DATE PERFORMED: lln-,Dp- R Y
LEGAL
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
16
19
20
PA4r
S41,10Y
(OPowH/ Q`,�✓f HAY!{ .�{+�n � .
5/[.Tf , /Av J`/ c-RAvrZ
.�rowN/ Hao�5P7 cf,-s. se
WAS GROUND WATER
ENCOUNTERED?
15Awg7"l 15u IF YES, AT WHAT
%1'N/'r f' S4 DEPTH?
SLOPE
G1 O
SITE
3
PERCOLATION RATE ' ' ' Oninutn/inch)
ES RU BETWEEN FT AND PT y -
5 n� 150 Al 1
PERFORMED BY: �j ISMI; �Lt.. I, {bt -OaLf CERTIFIED
7Y -00a (6/79)
(/ DATE:
MUNICIPALITY OF ANCHORAG'____ r7/
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION.
TEST C
825 L. Street, Anchorage, Alaska 89501 264-0720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR:_-44!!O11f lfeT 01 ?'UC N//(6
LEGAL DESCRIPTION:�nl
/fit r
taflEA7`Gh YI -�G� 1
1 5ArVd V 514.7-
2
/4i2 bv. t..47 / _4S�
ovr K sg» f sJ (f
6
Al 5QA4l/ 51Z',r
7 b"V,w / J7/
8 W�So xt �troaG(
9-
10 -
DATE
10
DATE PERFORMED:,_,�'J�1'(J-SSS
� / r
T/7/-2
SLOPE SITE PLAN
11
Date
Gross
Time
WAS GROUND WATER
L
Net
Drop
yaa
ENCOUNTERED?
(tiO
o.co
I
)_q -_20
..O
IO
o.3f
0.06
yj
P
12
0.��
E
l' •.Zo
IF YES, AT WHAT
t 0
DEPTH?
p,Go
13
61r/
//
461/
k
14-
15-
16-
17-
18-
19-
w
41516171819
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
yaa
la:S6
o.co
I
)_q -_20
/3:06
IO
o.3f
0.06
yj
r3 tOG
0.��
l' •.Zo
t 0
p,Go
0.40
O.Lj
y
�a -.1 el
/0 "IX
CAW
O.Do
o
f3:9li I
/�
O V9
20
' PERCOLATION RATE /0. 1112 ' t l (minutes/Inch)
- TEST RUN/BETWEEN - �'Pi• AND
COMMENTS t•f IGY t7 r 7 �r 3 • t
i
PERFORMED BY: Asa u -C /GH/�n /-CLi� CERTIFIED BV: , s l DATE:
72-006 (6/79) .. ,•y t '..
PERFORMED
LEGAL DESCR
. 1-
2-
3-
4-
5-
6-
7-
6-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
18-
20 -
COMME
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
r
Pf- PFF
Mc, 54ko SrLr
6P SAu+f Y 6c
w�so�t s; if
lewwa% d?^� � t/ra 5L
Lk SOILS.LOG
❑ PERCOLATION
TEST 9 N I
DATE PERFORMED: RZ/
;.bd'tir5/ern 7-# -3
SITE PLAN
WASGROUNDWATER S
_3 ENCOUNTERED? /AO L
P
IF YES, AT WHAT E
DEPTH?
Reeding
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RATE lminut"Aneh) -
.. TEST RUN BETWEEN •FT A.qD • f _
F r •
PERFORMED BY:NNIS t•Q�,Ly�� W�"� o`1`O�/'I CERTIFIED BY:• 1 DATE:
7.006 (6179)
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME "'~'~-I~'¥\. ?C)~.I~/)~, \~t MAILING ADDRESS~-,~-, ~.~,~ ~)/ /,g PHONE
/ ' U '' / ~ ,~ '' - ' '
,. ~ . ~' . .~ ,. · (~ ~.&'-" ' " ' ,'~ o
LEGAL k~CRiPT,O,
LOCATION
SEPTIC TANK:
DISTANCE ) _'~7) (~:)/
FROM WELL MANUFACTURER
MATERIAL
INSIDE LENGTH
INSIDE WIDTH
LIQUID DEPTH_
COMPARTMENTS
.LIQUID CAPACITY ~ ,~'} (--~ GALLONS·
SEEPAGE PIT:
ADDITIONAL ABSORPTION
DEPTH '~ /DISTANCE FROM: WELL
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) SQ. FT.
WELL:
TYPE
CONSTRUCTION. .' ' -
DEPTH ~) (- DISTANCE FROM:
BUILDING
FOUNDATION
NEAREST ~:~ C~) I NEAREST
LOT LINE , +SEWER LINE
SEPTIC SEEPAGE
TANK ] 3 E),I SYSTEM
CESSPO01
OTHER SOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY: ' %-
LOT SLOPE:
DIAGRAM OF SYSTEM
[z c: ~ :, ''t , ¥
G.A.A.B.L.c.
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" ~TREET ANCHORAGE, ALASKA 99503
PERMIT NO.
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
INSTALLATION LOCATION_
'EGAL DESDR,PT,ON ' 52¥O
INSTALLATION OF: SEPTIC TANK SEEPAGE Pit
FINANCED THROUGH TO B~ INSTALLED BY
DRAIN FIELD
· OTHER
NOTE.' THI~ PERMIT I$ D~OT VALID WITHOUT BOIL TEST
COMPLETION DATE ANTICIPATED
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.
/ ! ~
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT_
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK
TO NEAREST LOT LINE.
WELL TO SEPTIC TAN~
(P
, DRAIN FIELD
/
/
· SEEPAGE PIT.'~r~ 0 , DRAIN FIELD
DRAIN FIELD
~^TER MAIN TO SERTIC T~NK
/
, SEEPAGE PIT
_, ALSO CONSIDER AREA WELLS.
, SEEPAGE PIT-
!
f
SEPTIC TANK, //~L~ ! _, SEEPAGE Pit
TO RIVER, LAKE. STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO ~OROUGH REGULATIONS REGARDING INSTALLATION.
I CERTIFY THAT I AM FAMILIAR V~/ITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. ].
R&M ENG. .cdEERING & GEOLOGIC.x L CONSULTANTS
229 EAST 51st. AVE. - P.O. BOX 6087 - ANCHORAGE, ALASKA 99503
TELEPHONE 907-279-0483 TELEX 090-35419
Civil Eng/neers Geologists
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES, P.E., L.S.
JAMES N. WELLMAN, P.E,
'R ~ C ~, Z ~ ~ ]) Land Surveyor~
_I~ALPH R. MIGLIACCIO
NOV , 1973 ~EngineeringGeologlst
~EATER ANCHO~G6 AREA BOROUGH
November 15, 1973
R & M No. 36688
Mr. John Jenkins .
P. O. Box 3142
Anchorage, Alaska
Re: Test Hole and Soil Log Report for Sanitary
Section 21, T12N, R3W, S.M.
Dear Mr. Jenkins:
System,~le
We are submitting herewith the test boring results and our comments
regarding soil conditions encountered at the subject site. This
investigation was performed in accordance with your request of
October 23, 1973, and those procedures outlined in a letter dated
September 13, 1971 by Mr. Roif Strickland of the Greater Anchorage
Area Borough Department of Environmental Quality.
A single test hole was put down within the Particle 5A area for the
purpose of defining general subsurface soil conditions for the pro-
posed sanitary system. Excavation was accomplished with a tractor-
mounted backhoe and the test hole was extended to a total depth of 14.0
feet below ground surface. The final log prepared for the test hole has
been included in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you.
Should you have any questions with regard to the above, please do not
hesitate to contact us.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS
JWR:ph
xc: GAAB~/
ANCHORAGE FAIRBANKS JUNEAU
T.H. 1
10-23-73
ORGANICS
)RGANIC SILT w/TRACE SAND
0.0'
0.5'
1.5'
SILTY SANDY GRAVEL (GM)
4.5'
SILTY SANDS w/SOP~ GRAVEL
(SM)
NOTE:
No Water Table
14.0' T.D.
Test hole excavated with tractor-mounted backhoe.
Eing~neering~Geological Consultants
JOHN JENKINS PROPERTY
LOG OF TEST HOLE
Anchorage Alaska
DArE 10--26--73 SCAUm 1,,=2, IDW.N mY BS ICHKO mY WEO IPm°J'N°' 36688 I°ws NO. A-01