HomeMy WebLinkAboutSNOW CREST VIEW LT 7nuu�
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Municipality of Anchorage Page I of Z
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: SWggOls? PID Number: 0/6,/4/29
Name:
AJ D.
Wastewater System: ❑ New Nklif Upgrade
I Lf./Am 111cX1Aj.,jiFY.�[
Address:
1131 L/LL/RN GR � '
ABSORPTION FIELD
.
o AK 95 5
No. of Bedrooms:
3
K Deep Trench ❑ Shallow Trench []Bed ❑ Mound ❑ Other
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
/. 2. GPD/S. Ft.
Lot:-@lesk:_ Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
SNOW G',2csT V/6-"
? • -? Ft.
S Ft.
Township:
Range:
I
Section:
Fill added above original grade:
Gravel length:
.—_
, T_ - I,S- Ft.
3 P Ft.
WELL: ❑ New ❑ Upgrade
Gravel width:
Number of lines:
Distance between lines:
I
3 Ft.
N Y4 Ft.
Classification (Private, A,B,C): EX/sT.
Total Depth:
Cased To:
Total absorption area:
Pipe material: 1C ?/a pdXr-.
,2lVA7-er
—' Ft.
—" Ft.
380 SQ. Ft.
*9S7 -M D003c/ p.V.G
Driller:
Date Drilled:
Static Water Level:
Installer:
Date installed:
--
Ft.
O w EA
(V -1-9q
Yield:
—'
Pump Set at:
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION DISTANCES
-Septic ❑ Holding ❑ S.T.E.P.
To
Septic
Absorption
Lift
Holding
Public/Private
Manufacturer:
Capacity in gallons:
From
Tank
Field
Station
Tank
Sewer Lines
AA1CHo�e I N
00
WeIN
/09
124-f f
--"
(
2 5 +
Material:
STEFL
Number of Compartments:
2
Surface
Water
/00 t-
/oo '.1-
- -
LIFT STATION
LotSlz
2_71
/O/
lions:
Manufacturer:
Line
Foundation
/
f
"Pump on" level at:
"Pump vel at:
High water alarm at:
31
_
Curtain
/VOI)E
K/)Q
N
Pump Make &Model Electrical Inspections performed by:
Drain
Remarks: * E.Y/sTiuCr PR/V/47-9- WFU /S
BENCH MARK
Location and Description:
40CA7FID OA-) LOT 2-2.
%3W1— TOP Ot= L)6GK j WEST s/DS OF HOf/SE
Assumed Elevation:
OU•00 Ft
ENGINEER'S SEAL
:u
7, rC
r
S & S ENGINEERING'*
17094 Eagle River loop Road, No. 204
Inspections performed by: Engle River, Alaska 99577 Dates: 1st s-31-94
�� o
2nd_
�z,CG'i ' Aq,r_
Department of Hea Hu , rvices approval
H4i n
Reviewed and approved b • r — D •i�7/. pp ate.
1Z-u1J (Hev. Y/81) MOA 25
Permit NoSW9401 38 Page 2 of 2
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 Descripti(§i OW CREST VIEW SUBDIVISION, LOT 7 PID No.: 01614129
72-013 A (1/93) .
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE Cl
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502 l
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW940138
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:MCKINNEY WILLIAM D III &
OWNER ADDRESS:11310 LILLIAN LANE
ANCHORAGE, AK 99515-2918
PARCEL ID:01614129
LEGAL DESCRIPTION: SNOW CREST VIEW LT
LOT SIZE: 9720 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
7
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 5/24/94
EXPIRATION DATE: 5/24/95
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) .
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: �.�•
`a
ISSUED BY:
DATE: 2((
DATE: 2 .
To,Municipal Soil Records
Re: William D. McKinney
Lot 7, Snow Crest View Sub.
I am a lifelong resident of Alaska and Anchorage. My Father also was born
and raised in Anchorage. I was an equipment operator for Northstar
Stevedore and SeaStar Stevedore for 14 yrs. I have run scraper, hoes,
forklifts, cranes, cats, and compactors. Presently working for SeaLand
Service, Inc. (For last 5 yrs.)
I am working with S & S Engineers to install a septic system on the lot
adjacent to my existing home. We have no plans to move and hope to make
this into our home site while raising our children.
W.D. McKinney
36
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1s a 20'
AS -BUILT SURVEY (NO CORNERS SET THIS DATE)
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........ ............
o , Shane A. Holt
JEW
^nr '•. IS 6914 k, �
V is e
THE INFORMATION HEREON IS FOR THE USE OF LENDING
INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS EASEMENTS OF RECORD, OTHER
BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES THAN THOSE SHOWN ON THE
OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING RECORDED PLAT, ARE NOT
ADDITIONAL STRUCTURES OR FENCELINES SHOWN HEREON
I hereby certify that 1 have performed a
Mortgagee's inspection of the following
described property:
LOT 7, SNOW CREST VIEW SUB.
Anchorage Recording District, Ataska and
that the Improvements situated thereon
are within the property lines and do not
overlap or encroach on the property
Lying adjacent thereto, that no
improvements on property lying adjacent
thereto encroach on the premises in
question and that there are no roadways,
transmission Lines, or other visible
ease mon ta on said property except as
indicated hereon. Dated at Anchorage,
Alaska this Io th day of lkl)l
HOLT AND ASSOCIATES LAND SURVEYORS
.says
^i
May 17, 1994
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTH AUTHORITY
RAS-LSU/jk
APPROVALS
Municipality of Anchorage
STRUCTURAL&
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
MECHANICAL
INSPECTIONS
P.O. Box 196650
SEWER &WATER
Anchorage, Alaska 99519-6650
MAIN EXTENSIONS
REFERENCE: Snowcrest Subdivision; Lot 7
SEWER &WATER
INSPECTION
WASTE WATER
Request you expedite a permit to upgrade the septic system serving the
three bedroom house on the referenced property.
ENGINEERING STUDIES
AND REPORTS
THE:EXISTING_SEPTIC SYSTEM HAS -COLLAPSED, CAUSING A HEALTH HAZARD.
We request you expedite the issuance of this permit due to the
DESIGN
unsanitary conditions caused by the collapsed septic system.
WELL INSPECTION
&PLOW TEST
A test hole was excavated and a percolation test performed in the area
SUITE 204 EAGLE RIVER, ALASKA
of the proposed upgrade. The approximate location of the test hole is
located on the attached site plan. The monitoring tube within the test
hole has been checked and found to be dry. Attached is the proposed
SITE PLANS
upgrade design.
This property is served by a Community Water System. We do not
anticipate any adverse effects on neighboring properties by the
ROADDESIGN
installation of the proposed septic system.
If you have any questions, or require additional information for your
review, eas contact us.
SOIL TEST
S' cerely,
PERCOLATION
TEST
Shafer, P.E.
RAS-LSU/jk
STRUCTURAL&
!.j
MECHANICAL
INSPECTIONS
)
ONSITE
WASTE WATER
DISPOSALSYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP
SUITE 204 EAGLE RIVER, ALASKA
99577
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ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE. Snowcrest Subdivision; Lot 7
GENERAL:
1. The scope of this project includes the installation of a 1000 gallon
septic tank and two leachfield trenches to serve the three bedroom
residence located on the referenced property. The existing septic
system is to be abandoned completely.
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.
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.
SEPTIC 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
Snowcrest Subdivision; Lot 7
May 17, 1994
5. 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 TRENCH/DRAINFIELD INSTALLATION:
1. 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.
2. 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.
3. 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.
4. Monitor tubes shall be of four (4) inch diameter and installed
approximately in the locations shown on the design. The portion of the
monitoring 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.
5. 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 MATERIAL
1. Any septic tank proposed for installation must be constructed by a
Municipally approved septic tank manufacturer.
Page Three
Snowcrest Subdivision; Lot 7
May 17, 1994
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).
5. 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. All 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.
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.
3. The final inspection is to occur upon final grading of the property.
Page Four
Snowcrest Subdivision; Lot 7
May 17, 1994
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 owner'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
�i
(ENbf EERS,SEAL),.
e Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST t ` .j
PERFORMED FOR: �• Mr, KIN►NF'!4 DATE PERFOR ED:, ������-/� '•
LEGAL DESCRIPTION:LT 4 S-Iu(SW C12 F, Township, Range, Section:
SLOPE SITE PLAN
DEPTH
(FEET) �R"G
Ga�+r .9 Sik"v
c- 14 -P N
2 wI-rH CLC40 uvrr?l
.� C&'P Zrf%KVS - uc-07 SrW.
51617 15-
16-
17
18-
19-
20-
COMMENTS
81920
COMMENTS
WAS GROUND WATER y� j0
ENCOUNTERED? , v
S
IF YES, AT WHAT r L
O
DEPTH? P
E
Depth to Water Aller
Monitoring? Date:
==
n
PERCOLATION RATE Q (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN SIT AND 6 FT
PERFORMED BY'7034 Eagle River LOO» Road Ne. 2U I
Eagle River, Alaska 99577
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE
72-008 (Rev. 4/85)
11 CERTIFY THAT THIS TEST WAS PERFORMED IN
THIS DATE. DATE: 1
A L
3
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7-
8 8
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9
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10-
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12
12
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13
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14
Ij,C�.�i•
51617 15-
16-
17
18-
19-
20-
COMMENTS
81920
COMMENTS
WAS GROUND WATER y� j0
ENCOUNTERED? , v
S
IF YES, AT WHAT r L
O
DEPTH? P
E
Depth to Water Aller
Monitoring? Date:
==
n
PERCOLATION RATE Q (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN SIT AND 6 FT
PERFORMED BY'7034 Eagle River LOO» Road Ne. 2U I
Eagle River, Alaska 99577
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE
72-008 (Rev. 4/85)
11 CERTIFY THAT THIS TEST WAS PERFORMED IN
THIS DATE. DATE: 1
n
PERCOLATION RATE Q (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN SIT AND 6 FT
PERFORMED BY'7034 Eagle River LOO» Road Ne. 2U I
Eagle River, Alaska 99577
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE
72-008 (Rev. 4/85)
11 CERTIFY THAT THIS TEST WAS PERFORMED IN
THIS DATE. DATE: 1