HomeMy WebLinkAboutTHE TABLELANDS BLK 5 LT 3Onsite File
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Municipality of Anchorage WOW
On -Site Water and Wastewater Program • (907) 343-7904 5 Page of
ON-SITE WASTEWATER INSPECTION REPORT JUL ,1 6 2018
Permit Number: SW040219 PID Number: 05181161
Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑■ New ❑ Upgrade
Name:
Rodger Sullivan
ABSORPTION FIELD
❑ Deep Trench El Shallow Trench EJ Bed E] Mound
Address
23342 Muley Cir Chugiak Alaska 99567
❑■ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-39-00301
5
0.6 GPD/SF
10.2 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
6,2 Ft.4
Gravel depth beneath pipe
Ft.
Subdivision Block Lot
The Tablelands Block 5 Lot 3
Fill added above original grade
See Dwg Ft.
Gravel length
(2) C«@ 69' Ft.
Township Range Section
T 15 N R 1 W Sec 4
Gravel width
5 Ft.
Beds: Number of Lines
NA
Distance between lines
NA Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
1380 Ft2
2
10 Ft.
Well
NA
NA
NA
NA
NA
TANK ❑■ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
11500 Gal.
Surface Water
+100'
+100'
NA
NA
Material
Steel
Number of compartments
2
Lot Line
31.3'
10.0'
NA
NA
NA
Foundation
11.4'
22.6'
NA
NA
LIFT STATION
Manufacturer
NA
Capacity
NA Gal.
Curtain Drain
NA
�Unkown�
NA
NA
Remarks5' Wide Trench
Pump on level at
NA in.
Pump off level at
NA in.
High water alarm at
NA in.
Pump make and model
NA
Electrical Inspections performed by
NA
PIPE MATERIAL House to tank D3034 Tank to D3
drainfield 034
Installer
Unknown
Drainfield D3034 CO/MT
Inspector Rod Kinney, Chris Kinney
BENCH MARK (Assumed elevation) 300.5 ft
Inspection 15' 7/l/04 8/12/04
Location and description
2ntl
3`e 8/13/04 4" 8/13/04
Garage Finished Floor
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engian g' Stamp
Conditional Approval: Date?
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Approved tivL,6b LDate '� i (� 8
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Inspection Report_9-1-12.doc
33' SECTION
EASEMENT
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PROPERTY LINE
ADJACENT PROPERTY LINE
- - - - - - - EASEMENT
SETBACK
RIGHT-OF-WAY CENTERLINE
-----300----- CONTOUR (20' MAJOR)
CONTOUR (4' MINOR)
s TBM-GARAGE F.F. = 300.5'
,,,—WETLANDS ID 102
�'A' DESIGNATION
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GRAPHIC SCALE
100 0 50 100
1 inch = 100 feet
SEPTIC, SEE
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ANCHORAGE RECORDING DISTRICT 7�6�2018 FIGURE 1
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STRUCTURE OCORNER
@CORNER
CO#1
34.4'
19.3'
CO#2
19.9'
51.4'
CO#3
21.0'
52.3'
CO#4
27.9'
64.3'
CO#5
30.5'
52.5'
CO#6
96.1'
118.2'
CO#7
97.1'
112.5'
FS#1
23.2'
55.1'
ST#1
17.8'
38.4'
ST#2
18.5'
48.1'
MT#1
85.7'
109.9'
MT#2
41.8
60.6'
n
NEW TOP OF SLOPE
NOTES:
0
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A
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ORIGINALLY SUBMITTED
SITE PLAN FOR THE
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Csaseltlr0 Engineers a Surveyors
(PLAT 2004-25) 7 6 2018 FIGURE
ANCHORAGE RECORDING DISTRICT
EL. =289.3'
EL. =285.3'
BOTTOM
OF TRENCH
5 5'
M T#1 M T#2
EXISTING
GROUND
J
�i i NATIVE SOIL,_ I/ NATIVE SOIL
BACKFILL ,i w / BACKFILL ,
8" GRAVEL
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FINISH GRADE
LEVEL
4" PERFORATED PIPE
FILTER FABRIC, TYP.
1/2" TO 2-1/2"
SCREENED, TYP.
10'
15.3'
4 z
A
SEASONALLY HIGH STATIC A
GROUNDWATER TABLE
BEDROCK OR OTHER IMPERMEABLE BARRIER
SS�SS�SS�SS�iS SS�SS�SS�iS�SS,
5' WIDE TRENCH
SECTION A -A
DESIGN CRITERIA:
5 BDRM = 750 GPD
SOILS = 0.6 GPD/SQ. FT.
LENGTH REDUCTION FACTOR = 0.5
750/0.6 = 1250 SQ. FT.
1250 x 0.5 = 625 SQ. FT.
625 SQ. FT. + 10% = 687.5 SQ. FT.
MAX GRAVEL DEPTH = 285.3'
MIN. DEPTH
4' EFFECTIVE
5' WIDE
138' TOTAL TRENCH LENGTH - (1) 69' = 69'
1 69' = 69'
138'
NOTES:
SEPTIC SYSTEM INSTALLED IN ACCORDANCE WITH
MOA WASTEWATER DISPOSAL CODE (AMC 15.65).
-NTS-
10, NTS -
AS -BUILT
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Rodney P. Kinney Jr.: �4
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LOT 3, BLOCK 5, 5' WIDE TRENCH
IOWA Kinney Ameciates, inc. THE TABLELANDS SUBDIVISION CROSS SECTION
Consulting Engineers a Surveyors (PLAT 2004-25)
ANCHORAGE RECORDING DISTRICT 7/6/2018 FIGURE 4
�- Rodney P. Kinney Associates, inc.
Consulting Engineers a Sureevors
July 6, 2018
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99507
Attention: Becca Carrol
Subject: Alternate Disposal Field Soil Percolation Rate
The Tablelands Subdivision, Block 5, Lot 3
Chugiak, Alaska 99567
Acceptance of As -Built and Inspection Report
Dear Becca Carrol:
The purpose of this letter is to demonstrate that the proposed alternate disposal field
location for the subject property is likely to have soils consistent with soils found in the
area, in lieu of conducting a test hole. Attached for your use are the following items:
1. RPKA Inspection Report
2. As -Built
3. Supporting Historical Soil Logs — Percolation Test Reports
The enclosed Inspection Report and As -Built are for the conventional wastewater
disposal system for residential structure totaling five (5) bedrooms located on property
and which is privately owned by Rodger Sullivan.
Reviewed percolation rates in the area range from 4 to 28 min/in. It appears that as the
poorly graded sand with gravel becomes siltier, the percolation rate increases. Based on
the reports reviewed, percolation rates and soil logs for the area suggest that the time
required to percolate water in the poorly graded sand with gravel also tends to increase
with depth.
Of the soil logs reviewed, no impermeable layers were detected. The typical soil profile
for the area is composed of 6 to 12 inches of organic soil followed by a combination of
varying percentages of sand, gravel, and silt. The soil logs suggest an increase in fine
particle sized materials from north to south and west to east, however, the soil logs
consistently show that percolation rates are within acceptable ranges in the area.
16515 Centerfleld Drive ■ suite 101 ■ Eagle River, Alaska ■ 99577
907.694.2332 1 Fax 907.694.1807 1 www.rpka.net
Alternate Disposal Field Soil Percolation Rate
The Tablelands Subdivision Block 5 Lot 3
Chugiak, Alaska 99567
Acceptance of As -Built and Inspection Report Page 2 of 2
Please contact me if you have any questions at:
Rodney P. Kinney Associates, Inc.
16515 Centerfield Drive, Suite 101
Eagle River, Alaska 99577
Phone: (907) 694-2332
Email: jaredk@rpka.net
Sincerely,
RODNEY P. KINNEY ASSOCIATES, INC.
Jared Kinney, EIT, AK-CESCL
Attachments:
• Soil Log —
Percolation Test: Tablelands Subd.
Bk5Lt2
• Soil Log —
Percolation Test: Tablelands Subd.
Bk5Lt3
• Soil Log —
Percolation Test: Tablelands Subd.
Bk5Lt4
• Soil Log —
Percolation Test: Tablelands Subd.
Bk 5 Lt 5 (TH 2, TH 3, and TH 4)
RPK:jbk
Rodney . Kinney, Jr., P.E., S.E.
Principal
. OF -w%,
49TH �y*)
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,p Ro ey P. Kinney Jr..'
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Permit Number: SWO40219
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Jun 24, 2004
Expiration Date: Jun 24, 2005
Parcel ID: 051-811-61
Legal Description: THE TABLELANDS SUBDIVISION BLOCK 5 LOT 3
Design Engineer: 0018 Rodney P. Kinney Associates Site Address: 23342 MULEY CIRCLE
Owner Name: ROGER & BRENDA SULLIVAN Lot Size: 400002 SQ. FT.
Owner Address: 23342 MULEY CIRCLE Total Bedrooms: 5 Permit Bedrooms: 5
CHUGIAK , AK 99567 -
This permit is for the construction of.,
Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 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.
5. The following special provisions.
1.) AT THE TIME CONSTRUCTION THE ENGINEER SHALL PERFORM AN ADDITIONAL PERCOLATION TEST
IN ACCORDANCE WITH AMC 15.65 FOR THE ABSORPTION FIELD UPGRADE SITE.
2.) THE MAXIMUM DEPTH FROM ORIGINAL GRADE TO THE BOTTOM OF THE PROPOSED ABSORBTION
FIELD SHALL BE, TFEET.
lZe /{00 /UNd1BYTR. 5Tfi7F_S IfF IS CVAs VIAICEd 79i97- 6RovND
wliTFiq /s Ivor n FacTofr Mepm(.H Dlbb1N6 ;-Hc- i-FSi H0,4,6 IAe4*r
,400 MoN' Or¢1A•&, 7,v EARGr XuAN,(_
IN THL- I-E.T r Holp Foie Ago06tiv&
Received By:
Issued By:
t
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ruF' soil
Date: 4. 12,/ o Y,
Date: IO 2¢ O4
Municipality of Anchorage
Development Services Department
Building Safety Division
i On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0.5- I— R (f - (e% Permit Number SW 040219
Property owner(s) - 4 94041cj&
Day phone 6W-05'1�K
Mailing address (1) 10yl f /4o
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SITE
dweifim address (2) 23.34?- L
E
1 ROLE Zip Code
77
Legal description (Lot, Block & Sub'd.)
L Z
9 f ) c-S(e-
Legal description (Section, Township & Range)
Lot Size 40, 00 2 Acresq.Ft).
Number of Bedrooms
<�
THIS APPLICATION IS FOR:
Sewer Only
®
Well Only
❑
Sewer and Well
❑
Water Storage
❑
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
❑
Therapy Pool
❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
of property owner or authorized agent)
Permit Fees:
Date of Payment: 46. l7/0¢
Receipt Number. Os -3 8 gr
(Rev. 12/00)
Waiver Fees: _
Date of Payment:
Receipt Number:
June 6, 2004
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519-6650
Subject: Request for Review and Approval for
Onsite Wastewater
Lot 3, Block 5, The Tablelands Subdivision
To Whom It May Concern:
We respectfully request your review and approval to construct the subject septic system.
Attached are:
1. A site plan with stamp and original signature of engineer.
2. Design and calculations with stamp and original signature of engineer.
3. Results of soils, percolation and water table test with stamp and original signature of
engineer.
An onsite sewer system is proposed for a new 5 -bedroom house. There are no existing onsite
water or sewer systems located on adjacent lots or within 100 feet of the proposed system.
The ground surface slopes across the lot from northwest to southeast, varying approximately to 4
to 6 percent. An existing natural slope of greater than 25 percent (avg. 2H to IV) is located on
the east side of the lot, reference attached site plan. Onsite surface runoff is directed to the south
and east. This drainage condition is to be maintained after construction is completed. An area of
reserved space will be provided south of the proposed drain field for replacement or modification
of the disposal field. The both the proposed and replacement drain field locations are placed on
the lot based on MOA slope setback memorandum dated April 7, 2004, attached.
No groundwater or bedrock was detected at the time of excavation on May 26, 2004 or on June 3,
2004. We do not anticipate any impacts to adjacent properties.
Please note that a test hole and percolation test has not been performed for the alternate field site.
We respectfully request that a conditional approval by the Municipality to begin construction of
the subject system, provided that a test hole and percolation test is completed by the undersigned
for the alternate field site and submitted to MOA for approval prior to construction of the
proposed system. A test hole has also been excavated on Lot 4 to the north, as well as two other
test holes for the subdivision within 75 feet, all of which have the same soil characteristics to Lot
4, reference attached test hole logs.
Please call me at 694-2332 if you have any questions or need additional information.
599
/C/Z�/Zn /_ �&
R6dney P. IC>Xnney, Jr., P.E.
RODNEY P. KINNEY ASSOCIATES. INC.
CONSULTING ENGINEERS
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DATE: April 7, 2004
MUNICIPALITY OF ANCHORAGE
Building Safety Division
Il�ll�l�lf���✓/G,\I�I�idl�
TO: On - Site Services Program
FRI s oss, P.E.
��ktger, On -Site Water Wastewater Program
SUBJ:' Slope setbacks from >25%
z .1- i41
In situations where slope conditions will not allow a wastewater disposal field to be
located 50 feet horizontally up gradient from a change in slope to greater than 25%, as
required in AMC 15.65.060A.1.b the following requirements apply: (As allowed by AMC
15.65.030.G)
1. A point shall be determined two and one half feet above the invert of the
distribution piping Df -the -septic -field atlhe field's.closest-point-tG4he-slepe-9reater than
25%.
2. A line shall be drawn from this point and perpendicular to the distribution
piping at a down slope of 25% In the direction towards the slope greater than 25%.
3. The intersection of this hypothetical line and the actual slope shall be a
minimum of 35 feet horizontally from the point established in #1.
4. This 35 foot horizontal separation shall be the minimum allowed between a
disposal field and a slope of greater than 25%.
If a property has a wastewater disposal system that was constructed prior to 1986
and the absorption field encroaches a change In slope greater than 25%, an upgrade of the
failed system may be approved in the same location if the following applies:
1. No other location exists on the property to construct an upgrade drain field
with proper separations.
2. The engineer field verifies that no effluent ever surfaced on the slope surface.
3. The engineer maximizes the separation from the field to the slope as much as
possible.
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RODNEY P. KINNEY ASSOCIATES. INC. Project- 4-O 7— 3 iLOG,C S -Page* 6 of_q
CONSULmOiion Dom am lot
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:Olney P. Kinney. Jr.. •v
CE 193 : $moi
Roger Sullivan
Wide Drainfield Size Design
1 trench - 5 feet wide
No. of Bedrooms:
Perc Rate:
Depth of Gravel Below Pipe
Length Reduction Factor.
Application Rate:
Area per Bedroom:
Trench Width
Drain Field Length:
Lot 3, Block 5, The Tablelands Subd.
5 beds
4 min./inch
48 fl
0.5
0.6 g.p.d./s.f.
150 s.f.
5 ft.
7 e,C ly
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.. ...... ......
f,- Rodney P. Kinney, Jr.
�lr'• CE795j S`
A G/7 AVaS,=
150 sf/Bedroom X No. of Beds X Reduct. Fact.
Application Rate
Trench Width
125 ft. plus 10% = 137.5 ft.
S!%E!�tIa 8
OF AI\�� W
Municipality of Anchorage's - •s sE +
Development Services Department 0 * : TH •••'• ��
Building Safety Division � 2 1
On -Site Water and WastematerProgram /�
• 4700 South Bragaw SL • • • • • . .... • ..
P.O. Box 1966°.0 Andlomge.AK 95519-60:0 �r a,: Rod P. Kinney, Jr. car�%
...... Ci anc� hc2ce ak.us f • CEP955
(c07) 343-M �����Fo:� ��O i
Soils Log - Percolation Test I ""ki"F ITSSW
Performped For: f -"p 2t I S« I I 1 VA's __Da12 FeronnM:ti�oy _ Petr
Legal Description: L04 3 IeGk S Township. Range. Sedcn: 'r I S IJ , (L I VV , set -3
Site Plan
TP -IR
Oepth
o1LL-,AN10 4
fl51LT w MM GNnL�
Te kcz op -G ANte-s
SILY SAMD
w1?N PPE'
5- ' &aAvfrL- 65M)
6-
7-
9-
0-
12-
-7-
9-
0-
WAS GROUND WATER
ENCOUNT'RE07 t4ID _ s
IF YESWatOtp
512.& 104 Depth
toWater After
p
Monitoring? Out E
1�, b et1 ro c. L Date 41oy
)
Reading
Date Gross Time Net Time
Depth to Water
Net Drop
S yT ,y -1;38:10
S.S63
8:08:10 00:30:00
7,H38
I.$7S
6:x1;7.0 o0:T0:o0
-7,438
1.8-1f
0
18'Y5.OS I
9:15:05 00:30:0 al
I S•SG'S
7.501
1.938
15 15 Imx�rssrtl FERC
!CLE CI:.I: icR
PP.?I
T:STRUNE_T:::ltl FAXD /7�FT
KNI) WA%fL (eY
CO1?1cNTS Ii9G,L 59Ai< aO112
PERFORMED BY: P-00�••��IAV 1 got-)140,lef CERTIFY THAT THIS TEST WAS
PERFOR?.IED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES C: EFFECT ON THIS CATE. DATE: L S%AA
Steel Residential Septic
Anchorage
Tank& Steel Residential Septic Tanks
Welding
Inc.
�oYae 2 SutJ�t V4
I.oT 3
--gS
,rt4-r 'j�At3L111 sb�1 DS 49415,90
Features:
• Constructed to the requirements of the Uniform Plumbin�c Code.
• Watertight manholes prevent seeping of groundwater.
• Coated inside and out with coal tar pitch.
• Custom tanks, including special interior and/or exterior coatings, are
available.
• Dimensions and weights are approximate.
• Approved by the Municipality of Anchorage.
Anchorage
Approx.
Steel
Diam.
Length
Tank Model
Gallons
Gauge
(inches) (feet)
Number
(feet)
5'-4"
(A)
(B)
AT1000S
1,000
12
58
8
AT1250S
1,250
12
58
10
AT1250S10
1,250
10
58
10
AT1500S
1,500
12
58
12
AT1500S10
1,50
10
58
12
AT2000S
0
10
58
10'-8"
AT2500S
2,500
3/16
64
17
AT3000S
3,000
3/16
76
15
AT3500S
3,500
3/16
76
16
AT4000S
4,000
3/16
76
18
Length
Length
Shipping
Maximurr
Compt.1
Compt.2
Weight
Burial Dep,
(C)
(D)
(LBS)
(feet)
5'-4"
2'-8"
927
6.79
6'-8"
T-4"
1,061
5.45
6'-8"
3'-4"
1,177
8.75
8'-0"
4'-0"
1,203
4.01
8'-0"
4'-0"
1,377
7.22
10'-8"
5'-4"
1,772
6.13
11'-4"
5'-8"
2,650
11.85
10'-0"
5'-0"
3,508
10'-8"
5'-4"
3,508
12'-0"
6'-0"
3,757
Back to Septic Sy_ptems_home_page.
http://wwv.anchtank.conVSeptic_SystemsISteel_Residential_Septiclsteel_residential_septic.html 5/24/2002
Municipality of Anchorage
Development Services Department `
Building Safety Division ,
On -Site Water and Wastewater Program • ' '
4700 South Bragaw St. 46is „ , r
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Rod Kinney
Legal description: The Tablelands block 5 Lot 3
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
® Calculation error in design. P
❑ Additional soils information needed.
❑ Water monitoring results inadequate.
® Discrepancy in information submitted. Perk rate is 4 on work sheet and 15.5 on perk form
❑ Topographic information missing or inadequate.
® Incomplete; missing Proposed water line
® Incomplete; missing Total depth of trenches
❑ Additional adequacy test information needed.
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative. _
❑ Insufficient fill over tank or field._
® Other. Identify slope setback to alternate site
Name of reviewer: Jeff
Date: 6-22-04
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK