HomeMy WebLinkAboutOVERLOOK ESTATES BLK 4 LT 4
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ....~u4~Oo~ PID Number: O~ ~o/-I ~ .-
N~: ~ ~~O Wastewater System: D New ~ Upgrade
Address:
J~ O~ ~ ~ ~.~,~ ~ ABSORPTION FIELD
Phone:
~ .~- IN°'°fBedr°~s: ~ Deep Trench ~ShatlowTrench
DBed
D Mound
~ Other
LEGAL DESCRIPTION SoilRating: I~'~ GPD/Sq. Ft. Total Depth fro~iginal grade:
Lot: ~ Block: ~~ ~Subdiv~i°n: ~T~T~ Depth to pipe bo~om~,from~loriginal grade: Ft. Gravel depth~,beneath~ ~ pipe Ft.
Township: Range: ~ Section: Fill added above original grade: Gravel length:
~ ~ ~ ~' -- ~' Ft. Ft.
WELL: ~ New ~ Upgrade Grave]width: ~ ~ Numberoflines: Distancebe~een]ines:
Ft. ~ ~ Ft.
Classification (Private, A,B,C): Total Depth: Cased To: / ~Total absorption area: Pipe material:
Dr~r~: Cate Drilled: Static Water Level: Installer:
Yield: Pump Set at: Casing Height Above Ground:
SEPARATION DISTANCES ~s~p~ic ~ Ho~di,g ~ S.~.E.~.
TO Septic Absorption Lift Holding ~ublic/PHvate Manufacturer: ' Capacity in gallons:
From Tank Field Station Tank Sewer Lines ~ ~ ~¢ ~C~ T~ ~ ~ O O
Number of Compa~ments:
we~' ~ ioo~+ __ ~ 2~ M~ter~,: ~
Sudace
Water ~+ ~0~ -- ~ ,-- LIFT STATION
Lot Manufacturer:
Line W0 ~ ~ j ~ ~ -- Size in gallons:
~ "Pump on" level at: ~ "Pum~ High water alarm at:
Foundation Z~i 3~ ~ ~
Cu~ai~Drain ,,, ~ ~E ~ ,_~{~,~., ~ Pu~ctrical Inspections pedormed by:
Remarks: BENCH MARK
Location and Description:
J Assumed j
Elevation:
EN61~AL
Inspections pedormed by: S&SENGINEERING No.~.D · 1st 8'-16-~'1~
~gle Eiver, Alaska ~577 2Rd. ~ ~ I~--~lC . ~ ~O"E~T C.
Department of Hea~, and Human Se~mes approval ~ ~, ~.,.,
Reviewed and approved by: ~~ ~. ~/~ Date: 7-[~-¢z
72-013 (Rev. 9/91) MOA 25
Permit No.
2 2
SW960099 Page of
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: LOT 4, BLOCK 4, OVERLOOK ESTATES PIDNo.: 068-041-25
-APPROX. I~EK
o~ HOUSE
---- FCO 11 5' 42 O'
~ ST1 265' 43.5'
ST2 325' 47.0'
DBL1 38,5' 51.0'
c~T DBL2 40,5' 53.0'
301 39 O' 60.5'
s MT1 42,0' 61.0'
f,
302 64 O' 42.0'
COl~ = 90.2'
c~ = 89.3'7 MT2 65,0' 44.0'
STg 'INAL G,~ ~
I I~1~
' ENGINEER'S SEAL '
NO WATER FOUND
72-013 A (Rev, 9/91) MOA 25 ,...
(geriifiei Driliing Eog
by
SULLIVAN WATER WELLS
OWNER OF LAND
ADDRESS
LEGAL DESCRIPTION~IST 4 /~(~r.
DATE ~ Started Ended
· PERMIT NUMBER
P.O. BOX 670272, CHUGtAK, ALASKA 99567 , TELEPHONE $88.2?59
t
1
DEPIH 0F WELL ~./~_~
STATIC LEVEL OF WATER FT _.q<~
DRAW OOWN II.
GALS, PER HR ___, i/O~'l~
KIND OF CASING ~ //
KIND OF FORMATION:
F,om_ 0 Fl, to~ Ft"C~"~e~'//&'}{'° O~'-I~'~'t'JP From,
From__
From Ft. to
From__ Ft. to
From~FrL to ~Ft,
From___Ft. to____Ft.
Frora~Ft. to Ft __
---Ft. to~Ft
~Ft.
Ft. to
____Ft.t~ , ,Ft.
Ft. to __Ft _
FLto~.Ft.
Ft. to FI
· rom__ -Fi. to . Ft.
Front_ -Ft. to _Ft._ __
From~
From,
From__
MISCL. INFORMATION:
I ~. [t Il
ct o 'r~ra~ 6
G m,c, ,o ¢ ~
Ft. to
~Ft. to_
Ft. to
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Ft. lo_
DRILLER'S NAME
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
June 4, 1997
Stephen C & Caroline V Lombard
PO Box 770045
Eagle River, Alaska 99577
Subject: Lot 4 Block 4 Overlook Estates Subdivision
Permit #SW960099, PID #068-041-25
The subject permit, issued June 4, 1996 by this office for a
single family well and/or on-site wastewater system, has
expired as of gune 4, 1997.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Crely' ~
am Manager
On-site Services
enc: Copy of Permit
cc: S & S Engineering
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PERMIT NUMBER:SW960099
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:LOMBARD STEPHEN C & CAROLINE Y
OWNER ADDRESS:16226 JACKSON HOLE COURT
EAGLE RIVER, ALASKA 99577
PARCEL ID:06804125
PAGE 1 OF 1
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT ~/[~_~D
DATE ISSUED: 6/04/96
EXPIRATION DATE: 6/04/97
LEGAL DESCRIPTION:
OVERLOOK ESTATES BLK
4 LT 4
LOT SIZE: 50108 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS
RECEIVED BY: ~/~ ~
ISSUED BY: ~~/
DATE:
ROBERT C. COWAN, RE,
ROBERT A. SHAFER, RE.
HEALTH AUTHORITY
APPROVALS
SEWER&WAfER
MNN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
ANDREPORTS
WELL INSPECTION
& FLOWTEST
SITE pLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ONSITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
Date:
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
RECEIVED
AUG 79 1996
Municipali
Dept. Health ~t~y,o, t AnChoraa~
'~ ~urnan Ser~e~
REFERENCE: LoT
The septic inspections for the referenced property were
performed on $-l&-~& and ~-t&-gG. Prior to submitting
the On-site Wastewater Disposal System and/or Well Inspection
Report we are waiting for the ~*~a~,o~ to be
completed.
If we may be of further service please contact us.
Sincerely,
Robert C. Cowan, P.E,
17034 NORTH EAGLE RIVER LOOP · SUITE 204 ' EAGLE RIVER, ALASKA 99577
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
May 6, 1996
Stephen C. Lombard
Caroline Y. Lombard
17727 Nitoanya Circle
Eagle River, Alaska 99577 8522
Subject: Lot 4 Block 4 Overlook Estates Subdivision
Permit #SW950044, PID ~068-041-25
The subject permit, issued April 17, 1995 by this office for a
single family well and/or on-site wastewater system, has
expired as of April 17, 1996.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Si~erely' /~
.,
On-site Services
enc:
Copy of Permit
cc: S & S Engineering
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950044
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:LOMBARD STEPHEN C & CAROLINE Y
OWNER ADDRESS:17727 NITOANYA
EAGLE RIVER, AK 99577
DATE ISSUED: 4/17/95
EXPIRATION DATE: 4/17/96
PARCEL ID:06804125
LEGAL DESCRIPTION:
OVERLOOK ESTATES BLK
4 LT 4
LOT SIZE: 50108 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
DATE:
DATE:
ROBERT C. COWAN, RE.
ROBERTA. SHAFER, RE.
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAIN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
April 7, 1995
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519~6650
REFERENCE: Lot 4; Block 4; Overlook Estates
Request ~o~
to ,~otve ~h¢ ~opo~ed three bed,'too~ hou~se on the ~te{e,'teneed p~toper~.
Test holes were excavated and p~rcolation tests performed. The
approximate location of the test holes are located on the attached site
plan. The monitoring tubes within the test holes have been checked and
found to be dry.
This property has enough ar~a for a future septic upgrade which can be
seen on the attached site plan.
If you have any questions, or require additional information for your
review, please contaet us.
Sincerely,
Robert C. Cowan, P.E.
RCC/gk
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · F..AGLE RIVER, ALASKA 99577
SCALE
m -
mmT~emm
>~
o
055 z~
· N:T;S' X-SECTiON
SCALE
m
COVER
~4 ---3.5'~--~'
EFFECTtVE
SEWER
ROCK
¢' DEE~
PERFORMED FOR:
2
3
7
8
10
12
14
15
16
17
18
19
20
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
WASGROUND WATER
ENCOUNTERED?
Township, Range, Section:
S
IF YES, AT WHAT ~- ~)
DEPTH? p
Depth to Water After
Monitoring? ~Y Date:
SLOPE SITE PLAN
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE o~ r'~ {minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND .~,-~_,1~ FT
72-008 (Rev. 4/85)
TEST WAS PERFORMED IN
Municipalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILs LOG -- PERCOLATION TEST
1
2
5
6
7
8
9
10
11
12
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
·
IF YES, AT WHAT L · 6
DEPTH? p
Deplh to Water After~
Monitoring?
SLOPE SITE PLAN
Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
:l$ S" 9~' l~/¥
~ ~ q~,,
~s ~ ~ ~' i~
PERCOLATION RATE__'~ (minutes/inch) PERC HOLE DIAMETER '~O ¢'
~ TEST RUN E~ETWEEN ~ FT AND L~ ET
COMMENTS
PERFORMED BY: '? '( "~:"' "': '~~ / ~ ~ff~' CERTIFY TMAT T~IS TEST WAS PERFORMED IN
ACOORDANCE Wl;H ALL STATE AND MUNIOIPAL GUIDELIN¢~EFFEOT ON THIS DATE. DATE: /*/3 /~ ~
72-008 (Rev. 4/~)
ON-SITE WA~i'WNATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MA'£~Lw~IAL SPECIFICATIONS
Overlook Estates; Block 4; Lot 4
1. The scope of this project includes the installation of a 1000 gallon
septic tank and five foot wide drainfields to serve the proposed three
bedroom residence for the referenced property.
2. Construction shall be in accordance with the approved site plan and
design drawings, Municipal permit with any special provisions or
conditions, and all applicable State and Municipal Wastewater Disposal
Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
4. 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.
5. Contractors installing wastewater disposal systems must be certified by
the Municipal Health Department for system installations. Owners
installing their own systems must also receive prior approval from the
Municipal Health Department.
S~PTIC TANK 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 to prevent settling or
shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
4. Septic tanks installed with less than 4' of cover shall be insulated.
Page Two
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' from the tank. The first cleanout,
in line, shall be to clean toward the leachfield. The second cleanout
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.
ABSORPTION TRENC~/DRAINF]~.D INSTALLATION:
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 excavation become smeared, they must be raked or
scratched (roughed-up) before gravel (sewer rock) placement.
J
Once the gravel is installed, the distribution pipe is to be installed
level with the perforations faced downward. Gravel is then to be placed
over the distribution pipe to provide a minimum of 2 inches of cover
over the pipe.
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.
e
Monitor tubes shall be of four (4) inch diameter and installed
approximately in the locations shown on the design. The portion of the
m~nitoring 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.
Se
Backfill over the final gravel layer must not be less than twenty-four
(24) 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.
MINIMUM MA~'~IAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a
Municipally approved septic tank manufacturer.
Page Three
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Type of Pipe Perforated
Solid
Cast Iron Yes -Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the
inspecting engineer.
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).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal)
must be installed between the final leachfield gravel layer and the
native soil backfill.
6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel
with less than 3% passing the ~200 sieve.
7. When sand is being used as a filter material, its gradation
specifications must conform to current M.O.A. or D.E.C. requirements.
INSP~IONS:
Typically there will be a minimum of 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 silt
barrier, gravel, distribution lines, standpipes, cleanouts, and
insulation, but before the placement of any other backfill.
Page Four
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. Thus, 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 plans and in accordance with the attached M.O.A.
permit. There will be no contractual arrangement existing between the
contractor and S & S Engineering. S & S Engineering shall be the ow~]er'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 M.O.A.
S & S Engineering 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. S & S Engineering's inspecting engineer will not be
responsible for the construction means, methods, techniques, sequence,
procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
