HomeMy WebLinkAboutVALLI VUE ESTATES #1 BLK 1 LT 12Onsite File
Valli Vue
Estates # 1
Lot 12
#015-311-13
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage,AK 99519-6650 •http://www.muni.org/onsite•(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191181 PID Number: 015-311-13 ❑ New ✓❑ Upgrade
Name:
SYLVIA SWATOSCH ABSORPTION FIELD
Address ❑ Deep Trench ✓❑Shallow Trench ❑ Bed 0 Mound
6706 DOUBLE TREE COURT ❑Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 1.2 GPD/SF 9.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 5.0 Ft 4•0Ft.
VALLI VUE ESTATES#1 1 12 Fill added above original grade Gravel length
Township Range Section
0.0 Ft. 60 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5.OFt. N/A N/A Ft.
To Septic Absorption I Holding Sewer Total absorption area Number of trenches Dist.between trenches
From
Tank Field Lift Station 1 Tank Line 6 00 Ftz 1 N/A Ft.
Well N/A N/A 25'+ TANK 0 Septic ❑S.T.E.P. 0 Holding 0 Other
Manufacturer Capacity
Surface Water 100+ 100+ INFILTRATOR 1537Ga1.
Material Number of compartments
Lot Line 10+ 10+ I
I PLASTIC 2
NA
Foundation 10+ 10+ LIFT STATION
Manufacturer Capacity
I
Curtain Drain 50+ ! 50+ Gal.
Remarks Pump on level at Pump off level at High water alarm at
in. in. in.
Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank Tank to
Installer 3034 drainiield 3034
A+ HOME SERVICES Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 708ft
Inspections, Location and description
dates: 1 6/20/19 2' 6/20/19 •
p
3a 6/21/19 4Th 6/25/19 BOTTOM TRIM AT HOUSE POINT A
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
Conditional Approval: Date ; O ...161
0.. *PIM .- - 0
t
Steven .•F5a 'riotae rr
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Appro . — _____ _ Date -3-1 ci yokv?f,,f. . ..074...w.,
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Inspection Report_1-1-12.doc
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DESIGN PARAMETERS ' ' A B — 1-- -,
PRIMARY SEPTIC SYSTEM •
N
O. BEDROOM: 4(600 gpd) � T1 27.4 47.1
TANK SIZE: IM-1530 1a T2 36.5 54.6 t
,PERC RATE: �1 MPI DCO 36.3 52.7 N
SOIL RATING: 1.2 GPD/SF / C1 11.2 25.2 ----` ---- - ,
AREA RQD: 500 SF i M1 12.8' 24.2 -- - — ~
SYS. TYPE: WIDE TRENCH 4.0' ED/ /
RF: 0.50 /J C2 68.9 800
ADJ AREA: 250 SF ( M2 i 68.6 . 80.2
MIN LENGTH: 50 LF i ('
_ 1 1 ~ N
USED:
60LFx5'Wx4.0' E.D., 9' TO
TOTAL AREA: 300 SFM '�
II I \I \ , i _____.
-• DOUBLE TREE COURT / —__i j/ .I
/ 1 Vc:; ) 48R HOUSE DRIVE.1AY I
/ •f I\ ' \ (E) �OT 12
/ �A 1 `\1 \/,__. f
1 / REMOVED 10009 SEPTIC TANK(E) /�
/ PER MOA CODE�1 ,--___\_ T, DECOMMISSIONED EXISTING 1.•t
/ / �. I \ \\\ 1 •• M�' CRIB PER CODE I
/ INSTALLED IM-1530/DCO TREK_ .`� .� �k j/ '• i
N' DCO AFTER • 13
/� \\ 111\ r )
, I � • , . �
1 \ \ \ ‘9R•1
` • R AR NI / /
1 TA !R I F r ` ,` BASED ON CAT III
\ 60LFx5.0'Wx4.0'EDx9.0'TO </
`` INSTALLED CO AND MT AT EACH END\ \it_
1` ` TH / TH_\ �! ` l: (R&M1972) ,,.' — —(R&M 1972)_ _
27
1 ', 2 \' -
/ \ TH_17 \ / / \ 25
J
0 O Wm a
a a �1 , DRAIN ROCK 6" g oo
J J o o ABOVE PIPE INV Zzq
U U V o
0 4-0 DRAIN PIPE m u
V 2 -
EL:706.Q ELEV:706.0 FILTER FABRIC 19
2
IM-1530 SEPTIC f
702.4/ TANK(N) 702.7 \
4.0'CRAI ROCK 701.0 DR'.
PROFILE 701.0
SCALE:NTS
691.0
PERrORVED 1972
NOTES: +,����\, Dote
RECORD DRAWING PANNONE ENG SVC, LLC OF Ai,. �l 6/28/2019
P.O. BOX 100217 ANCHORAGE, AK 99510 r �� "" q''.4-.:,A,
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PHONE (907) 272-8218 FAX (907) 272-8211 ig. y ( _
DRAWN BY: *: 49 *9
P.LD N '
ACP VALLI VUE ESTATES #1, BLOCK 1, LOT 1 - -13
SYLVIA SWn
ATOSCH Steven R. Pannoe PERMIT NO.
6706 DOUBLE TREE CT +0� . CE 8149 1 OSP191181
ANCHORAGE, AK 99507 ( �A•' •'• '..' Sheet
PLAN t<<\\\����`4 2 of 3
•
•
SOILS LOG - PERCOLATION TEST
SLOPE SITE PLAN
X
TH
SLOPE
TH
X
WATER
READING DATE CLOCK NET TIME LEVEL NET DROP
TIME READING
1 6/20/2019 8:30 --. 3.37
2 8:40 10 MIN 5.93 2.56
3 8:40 ___ 3.37
4 8:50 10 MIN 5.51 2.14
5 8:50 __- 3.37
6 9:00 10 MIN 5.45 2.08
5 9:00 --- 3.37
6 9:10 10 MIN 5.43 2.06
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE<1 {min/inch
(Hydrologic Soils Group:HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN @ 9 FT.
COMMENTS:Test hole excavated by A+ HOME SERVICES
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC �— "`��� Dote
RECORD DRAWING OF.AC q�1�� 6/26/2019
P.O. BOX 100217 ANCHORAGE, AK 99510 OF
_sq /26
co e
DRAWN BY:
PHONE (907) 272-8218 FAX (907) 272-8211 1 ,;76‘..•49 TH %\ *+f, I NTS
ACPP.ID. NO
VALLI VUE ESTATES #1, BLOCK 1, LOT 1 -311-13
SYLVIA SWA T OSCH Steven R. Pannone PERMIT NO.
6706 DOUBLE TREE CT +�Fcs. CE 8149 � // DSP191181
SOILS LOG ANCHORAGE, AK 99507 ,L111�' osst`� Sheet
0F 3
MUNICIPALITY OF ANCHORAGE -
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519.6650 Phone: (907) 343-7904 Fax: (907) 343-7997
ht,p://vA,Av.rnuns.org/onsil,e
Permit Number: OSP191181
Work Type: Septic Upgrade
Tax Code Number: 01531113000
Site Legal Address: VALLI VUE ESTATES #1 BLK 1 LT 12 G:2539
Site Mailing Address: 6706 DOUBLE TREE CT, Anchorage
Owner: SWATOSCH ROBERT W & SYLVIA K
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
RI Disposal Field Ov Septic Tank ❑ Holding Tank 0 Privy
Effective Date:
Expiration Date
5/29,12019
5/2812020
Lot Size in Sq Ft: 20000
Total Bedrooms: a- �
El Private Well El Water Storage
All construction shall 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 (I SAAC72) and Drinking Water Regulations (1 8AAC80)
3, The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15,65. Provide notification by calling (907) 343-7904 (24/7).
4, From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to Prevent freezing
Special Provisions:
1 An insulated, 20" diameter (minimum) rnanway riser is required on the first compartment of the septic tank, in
accordance with 15.65,205FA
2) A percolation test and, 'or a sieve analysis shall be provided for the accepting soil prior to construction of the
drainfield to confirm application rate and whether a sand filter is required. If results require a design change,
construction shall stop pending Onsite review and approval of a change order. Please submit results with the
change order (if applicable) or the inspection report,
CC) (01/11) kewise 4v q-bedt-oom
Received By: Date:
Issued By: Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department p Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-311-13
Property owner(s) Sylvia Swatosch
Mailing address 6706 Double Tree Ct, Anchorage, AK 99507
Site address 6706 Double Tree Court
Day phone
Legal description (Sub'd., Block & Lot) Valli Vue Estates #1, Block 1, Lot 12
Legal description (Township, Range & Section)
Lot Size 20,000 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field ❑X
Initial ❑ Single Family (SF) ❑X
Septic Tank ❑X
Upgrade ❑X (w/wo ADU)
Holding Tank ❑
Renewal ❑ Duplex (D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST'FOR:
i
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
Ignature of property owner or authorized agent)
Permit/Rush Fees: /R� Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: C(UW6 Receipt Number:
Permit No. Q15PI9 its/ Waiver No.
Permit App__-
i
Pannone Engineering ServiCeS LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
June 11, 2019
Subject: Valli Vue Estates #1, Block 1, Lot 12
Septic System Upgrade Permit Request
Design Narrative
This is a design narrative for a permit to install an upgrade septic system to be issued for this property.
The proposed septic system will serve an existing four bedroom (4) bedroom house. This lot and the
surrounding lots are served by public water. There are no wells within 200' of the proposed system.
1. Soils. Per 15.65.210 Exception, eight test hole logs were located completely surrounding this system
on the surrounding lots by PES. Numerous engineers and agencies have performed test holes in the
area and similar soils were found in every hole. Groundwater monitoring hasbeen n_afa_m_e.d_axa o
groundwater has been encountered as deep as 18'. There was groundwater monitored at a depth of
15.75' to 16.5' in test holes to the south of the subject lot. The water was encountered in a layer of
ML (gravelly silt) that was not logged in any of the other test holes. With a total depth of 9' the
proposed system will maintain 6.0' separation to the higher testhole while the test hole with the
15.75' ground water reading is within 5.75 distance to surface, the hole is actually 12' lower in
elevation and it is highly unlikely that that water table is found at the same depth at the top of the
slope. Bedrock in the area is known to be deep in the area. The soils are typically 1 mpi or faster with
sufficient fines existing to make unnecessary the use of a sand filter. See soils logs and sieve analysis
included. Based on the results of the surrounding percolation tests and known soil types in the area;
an application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system in
the area of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography generally slopes from the east to the west in the area
surrounding the septic system at approximately 4%-5%, with a slope of approximately 20% to the west of
the system. There are no steep slopes within 50' of the proposed system.
S. Drawing Markings: The Drawings are marked "For MoA Review Only'. When written notification that
the review is complete and that there are no further comments is received from MoA On -Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lot
i.ilaiiing: P.O. Box 1807, Palmer, AK' 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
• I
1
TH-PE413SON984 '
TH-ANO ERSON:1989 0 l
TH-LEE REID;1987
TH=THOMAS SMITH 1985
•
'\- DRIVEWAY DOUBLE TREE COURT -
'I 4BR HOUSE -
I \ \� (E) LOT 12 -
COLLAPSED 10008 SEPTIC TANK / o
DECOMMISSION PER CODE AND REPLACE DECOMMISSION EXISTING z
W/ 1250g SEPTIC TANK (P) \ CRIB PER CODE
INSTALL DCO / 3
DRAIN FIFI n (P)
60LF x 5'W x 4.0'ED x 9.0'TD
INSTALL CLEAN OUT AND
MONITOR TUBE AT EACH END ''. \ \ / RESERVE DRAIN FIELD (FUTURE)'
TH ' 1OLF x 5'W x 4.0'ED x 9.0'TD
INSTALL CLEAN OUT AND _ TH—
(RacM` 19`72) .t MONITOR TUBE AT EACH END'27 (R&M 1972)
\ /' BASED ON CAT III y-
26 25 TH-1
TH /(TED MOORE 1993)7 .._
TED MOORE 201 1 1 '.TH-2 - r
MOORS 1993)
*4' CONTOUR
INTERVALS
DESIGN PARAMETERS DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM RESERVE SEPTIC SYSTEM ABBREVIATIONS
N0. BEDROOM: 4(600 gpd)
NO. BEDROOM: 4(600 gpd) TANK SIZE: 1500g ADVANTEX TH TEST HOLE
TANK SIZE: 1250g W/ AX20 POD (P) PROPOSED
PERC RATE: F�&1 MPI PERC RATE: ;--1 MPI (E) EXISTING
SOIL RATING: 1.2 GPD/SF SOIL RATING: 6 GPD/SF CO CLEAN OUT NO.
AREA ROD: 500 SF AREA RQD: 100 SF MT MONITOR TUBE NO.
SYS. TYPE: WIDE TRENCH 4.0' ED SYS. TYPE: WIDE TRENCH 4.0' ED TYP TYPICAL
RF: 0.50 RF: 0.50
MIN LENGTH: 50 LF MIN LENGTH: 10 LF
W WATER LINE/
USE: USE: WELL RADIUS
60LFx5'Wx4.0' E.D., 9' TD 1 OLFx5'Wx4.0' E.D., 9' TD
TOTAL AREA: 600 SF TOTAL AREA: 100 SF SS NEW SEPTIC
NOTES: PANNONE ENG SVC LLC �� ®N. Date
CHANGE ORDER OF q� 0'�
P.O. BOX 100217 ANCHORAGE, AK 99510 ,m '�. • • ' ' ' • 6/11/2019 ' 'qs e
DRAWN BY: PHONE (907) 272-8218 FAX (907) 272-8211 ��cj�P �+P Sct 80 1e
® : 49
DRM ... . _ .. .... :.. P.I.D. NO
VALLI VUE ESTATES #1, BLOCK 1, LOT 12 -311-13
SYLVIA SWATOSCH S'te'ven 'R. 'Ponnone
PERMIT NO.
6706 DOUBLE TREE CT r� ����, CE x149���� OSP191181
PLAN ANCHORAGE, AK 99507 r,1�iF�/�?pFFSS10NP\o Sheet
1�\\�ava4 1 OF 2
SPECIAL PROVISIONS TO SPECIFICATIONS
I. SCOPE AND SPECIFICATIONS:
1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA
COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL
SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD
SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE.
1.3. SCOPE OF WORK: INSTALL NEW 12508 SEPTIC TANK, AND SOIL ABSORPTION SYSTEM.
1.4. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16.5 FEET BELOW EXISTING GRADE AS
EVIDENCED BY THE SURROUNDING SOIL TEST HOLES. IF AN APPARENT WATER TABLE IS OBSERVED
IN ANY OF THE EXCAVATIONS LESS THAN 16.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER
IMMEDIATELY. -SEE NARRATIVE
1.5. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL
PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS—BUILT,
2. CONSTRUCTION SPECIFICATIONS:
2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE
ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN
2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD
ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT
SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE
OPERATION OF THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH
UNCOMPACTED MATERIAL.
2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH
NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO ±1" PRIOR TO INSTALLING
THE PERFORATED PIPE.
2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM
SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF
INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER.
2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL.
CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES.
2.6. GEOTEXTILE SHALL BE MIRAFI 1405 OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET
2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH
GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL.
2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION
DEBRIS.
2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH
A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT
AT 6•' HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING
INSTALLATION AS PER MOA CODE.
2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM.
2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH.
2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH
MOA CODE IF NEEDED.
3. CONTRACTOR RESPONSIBILITIES:
3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF
ALL LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM
SEPARATION DISTANCES OR AS NOTED.
3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION
AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30
FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE
WORK.
3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN
THE ATTACHED.
3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK.
ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED
DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE
DESIGN.
3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS
TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS,
PIPE ELEVATIONS, AND TANK ELEVATIONS.
3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE
BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED,
INSTALLED TANK AND FINAL GRADING.
4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN
ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE
AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED.
CONTRACTOR: BY:
NOTES:
PANNONE ENG SVC, LLC
P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211�P
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CE 8149
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Date 019
CHANGE ORDER
ScaleNTS
DRAWN BY:
VALLI VUE ESTATES #1, BLOCK 1, LOT 12 -..
SYLVIA SWATOSCH
6706 DOUBLE TREE CT
ANCHORAGE, AK 99507
DRM
P.I.D. NO
015-311-13
PERMIT NO.
0SP191181
PLAN
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GR:'"'J'ER ANCHORAGE AREA BOROI/~"~"~
Db~'ARTMENT OF ENVIRONMENTAL OUALIl~-
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686
,/
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
MAILING
ADDRESS ~¢:~'~ '~'~ ,,~"~ PHONE.
LEGAL DESCRIPTrON ~ /~w ~/, ~~'
NUMBER OF ~
DISTANCE FROM WELl ~--~°..,-'"~Z/~'/Z~:.4/~/-z'~-.-'~ MATERIAL --~%~'---,~'~- COMPARTMENTS
,,.~- ~'~,.~'--,~:~,Z, ~ ~/~,,~...~, LIQUID
LIQUID CAPACITY /"~:) g'~2~_) GALLONS. IN,SIDE LENGTH. ~ INSIDE WIDTH ~ DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS. / OUTSIDE DIAMETER
LINING MATERIAL~
NEAREST LOT LINE
~ OR WIDTH /--~ LENGTH /'~"' , DEPTH <J~"~ /
DISTANCE FROM WELL ~,~,,~./~,.,~/~,,,/,~x//-~,~/ BUILDING FOUNDATION "(-/,~"~ ,/
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) '~/.'~ SQ. FI.
TILE DRAIN FIELD:
DISTANCE FROM WELl ~'~"~, FOUNDATION
NUMBER OF L,..J~b'''''''/ .DISTANCE BETWEEN LINES
ABS R~D~P[ION AREA SQ. FT. LENGTH OF EACH LINE
, NEAREST LOT E
TOTAL LENGTH
, OF LINES
IN. TOTAL EFFECTIVE
DEPTH: TOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
WELL: ~
TYPE ~.~,/'~.,.~-',4//~,~" DEPTH
~ NEAREST ~ SEPTIC
LOT LINE , SEWER LINE ., TANK
DISTANCE FROM / WATER
., BUILDING FOUNDATION _SAMPLE 4..---- . NEAREST
~ SEEPAGE ~ ~ OTHER ~
, SYSTEM_ , CESSPOOL , SOURCES__
DISTANCES:
DATE 7 '~ ./'/~ "7 ~ ,
DIAGRAM OF SYSTEM
G.A.A.B.
GRE:A~WR ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY
3500 TUDOR ROAD ~ POUCH 6-650
ANCHORAGE. ALASKA 99502
TELEPHONe 279-8686
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO.
2185
LEGAL DESCRmTION Z--/
INSTALLATION OF: SEPTIC TANK
FINANCED THROUGH TO Bg INSTALLED BY .
/
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD
· SEEPAGE PIT
· ALSO CONSIDER AREA WELLS,
, SEEPAGE PIT
//c/~) / DRAIN FIELD- ~i ~
CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED ~oig;
4 INC~_H DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRT{GHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
HEALTH ~U~ ORITY
LICENSED ~GNER
I CERTIFY THAT ] AM FAMILIAR WITH THE REQU[REMENTS OF GREATER ~ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-68 AND THAT THE ABOVE
DESCRIBED SYSTEm IS IN ACCORDANCE W[TH SAID CODE.
/ /
T.H.-I
6 -19-72
SILTY SAND W/SOME GRAVEL
(GM)
0.0~
GRAVELLY SAND W/SOME
COBBLES TRACE SILT ( S P)
GRAVELLY SAND (SW)
No water table
Note: Hole excavation with tractor mounted
10.5'
I1.0'
backhoe.
Engineering ~ Geological Consultants
Robert Swatosch Property
LOG OF TEST BORING
Anchorage Alaska
~ATE 6-19-72 ISCALE I"=~ ~ BY GAW
R&M
Civil Engineers
ENGINEERING & GEOLOGICAL CONSULTANTS
229 EAST 51st. AVE. - P.O. BOXed087 -~ANCHORAGE, ALASKA 99503 TELEPHONE 907-279-0483 TELEX 090-35419
Geologists Land Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES, P.E., L.S.
JAMES H. WELLMAN, P.E.
June 19, 1972
1VI No. 2~528
RALPH R. MIGLIACCIO
Engineering Geologist
l~Ir. Robert Swatosch
7800 De Bart Road
Anchorage, Alaska
RE: Test Hole and Soil Log Report for Sanitary System
Lot 12, Block l, Va{Icy Vi~, Estates
Dear lVIr. Swatosch:
I~ECEIVED
We are submitting herewith the test boring results and our comments re-
gardlng soil conditions encountered at the subject site. This investigation
was performed in accordance with your request of June 19, 1972, and those
procedures outlined in a letter dated September 13, 1971 by 1VIr. Roll Strick-
land of the Greater Anchorage Area Borough. Department of Environmental
Quality.
A single test hole was put down within the Lot 12, area for the purpose of
defining general subsurface soil conditions for the proposed sanitary system.
Excavation was accomplished with a tractor-mounted back,hoe and the test
}{ole was ex~kended to a total depth of 11 £eet below ground surface. One
sample was recovered from the bottom of the test hole and retained for
grain .size analysis. The sample will be held in storage, up to approximately
one month, for possible testing before it is discarded. 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 ko you. Should
you have any questions with regard to the above, please do not hesitate to
contact us.
Very truly yours,
R & 1VI ENGINEERING & GEOLOGICAL CONSULTANTS
JWR: wb
cc: Greater Anchorage Area Borough
EPtinkiS
MUNICIPALITY OF ANCHORAGE
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Development Services Department 1^7/
Phone: 907-343-7904
On-Site Water& Wastewater Section Fax: 907-343-7997
Certificate of On-Site Systems Approval
Parcel I.D. 015-311-13 Expiration Date: 7-z - Z 0
1. GENERAL INFORMATION
Complete legal description Valli Vue Estates #1 B1 L12
Location (site address) 6706 Double Tree
Current property owner(s) Robert & Sylvia Swatosch Day phone
Mailing address
Real estate agent Day phone
2. TYPE OF DWELLING:
Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Private Well ❑ Private Septic CI
Water Storage ❑ Holding Tank ❑
Community Well Q Community ❑
Public Water System ❑ Public Sewer ❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ $gQ / Waiver Fee $
Date of Payment io j 119 Date of Payment
Receipt Number 66 WO Receipt Number
COSA# VS C ! s Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures
outlined in the Certificate of On-Site Systems Approval Guidelines for this application. shows that the on-site water supply and/or
wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated
herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and
inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA
COSA guidelines and regulations.The reported results describe the performance of the system under the conditions encountered at the time
of the test,and separation distances measured to readily identifiable features.The operational life of all wells and septic systems depend on
the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not
guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot
provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole
benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly
recommends buyers hire their own engineer to evaluate this report.
Name of Firm Pannone Engineering Services Phone (907) 745-8200
Address P.O. Box 1807 Palmer, AK 99645
Engineer's Printed Name Steven R. Pannone P.E. Date 6/26/19
6. DSD SIGNATURE •••gym• ••*
X
System #1 Approved for bedrooms
Y PP •• levan - -anriore
442)
System #2 Approved for bedrooms CE 8149/
Disapproved q _
PP t
ti
Conditional approval for bedrooms, with the following stipulations:
Lotl((((((((((1
``` J���pp�LlTYD,c ?rii'
� 14/47. -SiTt do
RGQTSR
1Cri
1) VICES
By: ( w ( � Original Certificate Date: 7_3 -1
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval(COSA)based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
COSA Checklist
Legal Description: Valli Vue Estates#1 B1 L12 Parcel ID: 015-311-130
If more than 1 septic system on lot: COSA Checklist# of Structure served by this system
A. WELL DATA
❑Well log is filed with Onsite(or attached) Well production at time of test gpm
Date drilled Water storage tank volume gallons
Total depth ft Well disinfected for coliform test? ❑Yes 0 No
Cased to ft ❑ Coliform bacteria is Negative
❑Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL(ND)
❑Wires are properly protected Arsenic ug/L 0 Arsenic less than MRL(ND)
Casing height(above ground) in. Collected by
Date of flow test for COSA Date of Sample
Static water level at beginning of test ft.
Comments N/A
B. TANK DATA C. LIFT STATION
Age of tank(s) 6J20"9 years ❑ Required maintenance completed
Tank type/material "` Age of lift station years
Measured operating fluid level in septic tank Lift station material
❑Standpipes/foundation cleanout per record drawing Comments: 2" Rigid Insulation over tank
Date of pumping
D. ABSORPTION FIELD DATA Shallow Trench
Which system tested(date installed) 6120/19 Adequacy test date n/a
ID ALL standpipes present per record drawing Results ID Pass For 4 bedrooms
Total measured depth from grade 9.0 ft(max) Fluid depth prior to test in
Measured depth to pipe invert from grade 5.0 ft(min) Water added gal
❑ N/A—pressurized field
New depth in
It Monitor tubes go to bottom of effective. If not,state Elapsed time min
depth into effective
❑ Code-required soil cover over field Final fluid depth in
❑ System presoaked Absorption rate gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months)
date of test) If yes, enter date
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout> 100'
0 Yes if No ft 0 Yes if No ft
Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line >25' 0 Yes if No ft
Absorption Field on Lot> 100' 0 Yes if No ft Holding Tank > 100' 0 Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment> 50' 0 Yes if No ft
0 Yes if No ft
Manure/Animal Excreta Storage> 100'
Community Sewer Main > 75' 0 Yes if No ft in Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' 0 Yes if No ft Surface Water> 100' 0 Yes if No ft
Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' 0 Yes if No ft Private Wells > 100' 0 Yes if No ft
Water Main > 10' 0 Yes if No ft Community Wells> 200' 0 Yes if No ft
Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below
Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots:
Water Main > 10' 0 Yes if No ft Private Wells > 100' 0 Yes if No ft
Water Service Line > 10' 0 Yes if No ft Community Wells>200' El Yes if No ft
Surface Water> 100' 0 Yes if No ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION ��OF L, 1kk
s%P•' 'f-48
I certify that I have determined through field inspections and review c0.• �, - ':9 y
of Municipal records that the above systems are in conformance with 0'k• '�� t .:* �3
MOA COSA guidelines in effect on this date. f 46�Z�r / . . ••.• • to
t
COSA Checklist yellow sheet
1 / t
1
Lot 11 4<!
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o \ \ o Asphalt
ON \ 24.0 `v Lot 13
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"p \\ manhole------'°
U4 OF ° Al 411
�O \ 0 ei � ° ° . ° . •q�
\ `� 0'` 49tH .
\ septic vent(typ) 00 /
\.,i \ //�, f• ri' ° °i / GSA;I
\ Lot 12 ��•J� •
:;= ,�� `�,_ d ?, ° _Iizabeth L. Walatkc
Lot 27 \ l i, d''.,.,` 8036 - LS
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\ RECERTIFIED 06/24/2019 CJ C. '
\ r•` AS-BUILT NO CORNERS SET THIS DATE
\ \ I hereby certify that I have performed a Mortgagee's insp
\ of the following described property: LOT 12, BLOCK
VALLI VUE ESTATES UNIT No. 1
Anchorage Recording Precinct, Alaska, and that the
- — improvements situated thereon are within the property Iii
and do not overlap or encroach on the property lying
/Lot 26 adjacent thereto, that no improvements on the property I
adjacent thereto encroach on the premises in question
that there are no roadways,transmission lines or other
visible eesements on said property except es indicated
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