HomeMy WebLinkAboutT15N R2W SEC 25 LT 31Onsite
T15N R2W
Sec.25
Lot 31
#051-281-03
Municipality of Anchorage
Community Development Department Page 1 of 2
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: OSP181071 PID Number: 051-281-03 E] New 0 Upgrade
Name:
PAMELA HODGSON
ABSORPTION FIELD
El Deep Trench [Z] Shallow Trench El Bed [] Mound
Address
16128 CARLISLE ST
E] Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.0 GPD/SF
8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.5 Ft.
Gravel depth beneath pipe
2.5 Ft.
Subdivision Block Lot
31
Fill added above original grade
0 Ft.
Gravel length
58 Ft,
Township Range Section
15N 2W 25
Gravel width
5 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
From
septic
Tank
Absorption
Field
Lift Station
I
Holding
Tank
Sewer
Line
Total absorption area
453 F t2
Number of trenches
1
Dist. between trenches
Ft.
Well
107.2
127.5
N/A
N/A
34.3
TANK El Septic El S.T.E.P. E] Holding El Other
Manufacturer
Anchorage Tank
Capacity
1 1000 Gal,
Surface Water
100+
100+
N/A
N/A
Material
Number of compartments
Lot Line
27.4
2.0
N/A
N/A
NA
STEEL
2
Foundation
63.9
81.5
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
1 50+
50+
N/A
N/A�
Gal.
Remarks ITZ
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House totank 3034 Tank to 3034
d
JR'S eNTERPRISE
Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services
BENCHMARK (Assumed elevation) 265 ft
Inspection �1 �d
dates: 1 6/22/18 2 6/23/18
3`d6/23/18 4 ih 7/16/18
Location and description
SE BOTTOM HOUSE TRIM
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
Conditional Approval: Date
Of"
laACw"
.4,
Approved Lx;ug Date
tieve . n ..
81
Aaw
n
inspection Neport_i- iiz.aoc
,-DESIGN PARAMETERS
�_AA
B
Tl
23.2
38.9
T2
PRIMARY SEPTIC SYSTEM
Wmz
z
56
0 M
z
O.G./ F.D.
v
NO. BEDROOM: 3 (450 gpd)
5E
0
265 n
n
nn
_3
63.9
TANK SIZE: 1000g
47.5
59.0
PERC RATE: 0.7 MPI
BARN
SOIL RATING: 1 GPD/SF
AREA ROD: 450 SF
SYS. TYPE: WIDE TRENCH 2.5'ED
RF: 0.64
-77
b
ui EF
3:
MIN LENGTH: 57.6 LF
. -
USED:
A
uo 0
Ln
58 LFx5'Wx2.5' E.D., 8.0' TD3w
< z
-7
TOTAL AREA: 453 SF
38R
>
ry
1-
ui
HOUSE
LJj
bi
WELL
cf)
Lj
U)
www > 3:
Of 0
GARAGE
Lf) Z
LO
ION
TION
4- FOUNDATION
0
<
u
0
CLEAN-OUT
1 0`7. 1
0
0
DECOMMISSIONED EXISTING 1
,./SEPTIC TANK PER MOA CODE
INSTALLED 1000g SEPTIC T,
PIP
tv DECK Tl A DOUBLE CLEAN OUT AFTER
VV' T2
z EXISTING DRAIN FIELD IN FAILURE 11.5
UNABLE TO REUSE AS RESERVE eC2
ABANDONED IN PLACE'
- —
2.0 M 2
— -------- . . . . . .
INSTALLED UPGRADED DRAIN FIELDTH-1
o TH-2
58LF x 5'W x 2.5*ED x 8.0'TD Cl M
WITH CLEAN OUT AND MONITOR
TUBE AT ENDS
7-
1000g SEPTIC
TANK
PROFILE
SCALE: NTS
FILTER FABRIC 81
z
4" 0 DRAIN PIPE z D.C./ F.C.
0
DRAIN ROCK S' A80VE PIPE INV m U 265
i n EST HOLE I
I OR I
Gm/
4— SM 4
2,5* DRAIN ROCK
DRY: SP/
11/10/2018 SM
A
B
Tl
23.2
38.9
T2
20.7
Wmz
z
56
0 M
z
O.G./ F.D.
v
91-1
5E
0
265 n
n
nn
_3
1000g SEPTIC
TANK
PROFILE
SCALE: NTS
FILTER FABRIC 81
z
4" 0 DRAIN PIPE z D.C./ F.C.
0
DRAIN ROCK S' A80VE PIPE INV m U 265
i n EST HOLE I
I OR I
Gm/
4— SM 4
2,5* DRAIN ROCK
DRY: SP/
11/10/2018 SM
TEST HOLE 2
SP/
SM
14 NI 14 N
DATE PERFORMED: DATE PERFORMED:
71/01/16 6/22/18
NOTES:Date
RECORD DRAWING PANNONE ENG SVC, LLC OF. k_q 7/11/2018
P.O. BOX 100217 ANCHORAGE, AK 99510
REVI 181102 PHONE (907) 272-8218 FAX (907) 272-8211 Scale
G. 1"=50'
.... .. U P.I.D. NO
T15N, R2W, Sec 25, LOT 31. ...... =-281-03
PAMELA HODGSONeven none PERMIT NO.
DRAWN ACP CE 8149
16128 CARLISLE STREET OSP161334
PLAN EAGLE RIVER, AK 99577 Sheet
klk�, FROFESSI6 a 2 OF 3
A
B
Tl
23.2
38.9
T2
20.7
35.5
DCO
20.5
34.4
Cl
21.2
21.2
M1
20.0
21.5
C2
51.8
63.9
M2
47.5
59.0
TEST HOLE 2
SP/
SM
14 NI 14 N
DATE PERFORMED: DATE PERFORMED:
71/01/16 6/22/18
NOTES:Date
RECORD DRAWING PANNONE ENG SVC, LLC OF. k_q 7/11/2018
P.O. BOX 100217 ANCHORAGE, AK 99510
REVI 181102 PHONE (907) 272-8218 FAX (907) 272-8211 Scale
G. 1"=50'
.... .. U P.I.D. NO
T15N, R2W, Sec 25, LOT 31. ...... =-281-03
PAMELA HODGSONeven none PERMIT NO.
DRAWN ACP CE 8149
16128 CARLISLE STREET OSP161334
PLAN EAGLE RIVER, AK 99577 Sheet
klk�, FROFESSI6 a 2 OF 3
SOILS LOG - PERCOLATION TEST
TEST HOLE 2
SLOPE SI PLAN
OR ORGANICS 1 �
1 1
2 GM/ SILTY GRAVEL \�
SM AND SAND
3 P— / I
I
4 265 I 265 DECOMMISSIONED EXISTIN
( SEPTIC TANK PER MOA CO
5 265
GRAVELLY SAND / ss INSTALLED 1000 SEPTI
6 SP/ WITH SILT x TH DECK / � DOUBLE CLEAN OUT AFT
LARGE
SM COBBLES \ N1 i
PRESENT I
8 v rl B I
� B
g 1 FAILURE I
ESERVE
10
11 DED DRAIN FIELD TH-21 TH-1
12 ED x 8.0'TD
ND MONITOR
13
WAS GROUND WATER SLOPE
14 BOH ENCOUNTERED? N
15 IF YES, AT WHAT TH
DEPTH? x
16
17 DEPTH TO WATER AFTER
MONITORING?
18 DATE:
19
DATE PERFORMED: 6/22/18
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE <1 (min/inch) (Hydrologic
Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 4 FT AND 5 FT.
• TEST RUN FOR OVER AN HOUR, LAST THREE
READINGS PROVIDED.
COMMENTS: Test hole excavated by ALASKA DIVERS.Test Hole was NOT required to be presoaked before Perc test due
to sandy material (Table 3-8, Para.3, EPA Design Manual).
PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT
�OTN7�TTHE DATE OF THIS TEST.
NOTESRECORD DRAWING' PANNONE ENG SVC, LLC ; - pF q�\ill Date 6
P.O. BOX 102954 ANCHORAGE, AK 99510
Scale
PHONE (907) 272-8218 FAX (907) 272-8211 �* 49 TH *�� NTs
• • % P.I.D. NO
T15N, R2W, Sec 25, LOT 31 ...... .. .. =281-03
PAMELA HODGSON Steven R. Pannone PERMIT NO.
16128 CARLISLE STREET C�E�81�49/\��// OSP161334
SOILS LOG EAGLE RIVER, AK 99577 ��1�`FPRp�'g$0i�y"'
Sheet
3e0F 3
READING
DATE
NET TIME
WATER
LEVEL
READING
NET DROP
��
MMPI)
1
22JUN1B
5.900'
2
4 MIN
11.233'
5.33'
0.75
3
5.900'
4
4 MIN
11.455'
5.55'
0.72
5
5.900'
6
4 MIN
11.425'
5.55'
0.72
No"P""r" MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program • ;; S
C. 1 PO Box 196650 4700 Elmore Road —
Ai Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,,
\ �! http:/lwww.muni.org/onsite
Deparunc•nt
4,y C
HOH
On-Site Wastewater Disposal System Permit
Permit Number: OSP181071 Effective Date: 5/2/2018
Work Type: Septic Renewal Expiration Date: 5/2/2019
Tax Code Number: 05128103000
Site Legal Address: T15N R2W SEC 25 LT 31 G:0753
Site Mailing Address: 16128 CARLISLE ST, Eagle River
Owner: HODGSON PAMELA J Lot Size in Sq Ft: 92400
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
D Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 (18AAC72) and Drinking Water Regulations (18AAC80)
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:
The entire proposed subsurface disposal field is not within a 30 foot radius of a percolation test. An additional
percolation test is required prior to construction of septic field, with stamped and signed results submitted with
as-built inspection report. If the results require a design change, construction of the system will stop pending On-
site review and approval.
•
� 5 4 S
Received By: 491410 Date:
Issued By: l�.�l}�,�_5� C9'
41, Date: 5111g
vIDb78970
ii
MUNICIPALITY OF ANCHORAGE ,� -�''�'i7'":l
(�. MAY ` 18
Community Development Department Phone: 90'.4'3-7904
Development Services Division Fax: 90 ' , '-7997 s,
On-Site Water& Wastewater Program /oa 6 8 L s 5�
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-281-03
Property owner(s) Hodgson, Pamela Day phone
Mailing address 11723 Old Glenn Hwy Ste. 210 Eagle River, AK 99577
Site address 16128 Carlisle Street
Legal description (Sub'd., Block& Lot) Lot 31
Legal description (Township, Range & Section) T15N R2W Sec 25
Lot Size 92,400 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
(w/wo ADU)
Septic Tank ❑X Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal NMultiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Mu . '•- Cr- a illils t I Aril " Aiiii .
/j
ign.t ''o pro:r o J"authorizedcii t)
Permit/Rush Fees: $ NO Waiver Fees:
Date of Payment: 5101/7 Date of Payment:
Receipt Number: 6I Receipt Number:
Permit No. Oc3P/F/oW Waiver No.
Permit App_:- ::..:c
Pannone Engineering Services «c
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
May 1, 2018
Subject: Expired On-Site Water and Wastewater Permit
Permit Renewal Request
Permit Number: OSP161334
Legal Description: T15N R2W Sec 25 Lot 31
This is a request to renew the permit for the above mentioned lot. All site conditions remain the same.
The construction still will not affect the health, safety, or development of the surrounding lots.
Sincerely,
, 3502
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
On -Site Wastewater Disposal System Permit
Permit Number: OSP161334
Tax Code Number: 05128103000
Work Type: Septic
Permit Effective Dates: December
Upgrade
16, 2016 to December 16, 2017
Design Engineer: PANNONE ENGINEERING SERVICES
Subdivision: T15N R2W SEC 25
Site Legal Address: T15N R2W SEC 25 LT 31 G:0753
Owner/Address: HODGSON PAMELA J
11723 OLD GLENN HWY STE 210 EAGLE RIVER AK 995777750
Site Mailing Address: 16128 CARLISLE ST, Eagle River
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank
Lot Size in Sq Ft: 92400
Total Bedrooms: 3
N Privy N Private Well N Water Storage
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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions:
The entire proposed subsurface disposal field is not within a 30 foot radius of a percolation test.
An additional percolation test is required prior to construction of septic field, with stamped and
signed results submitted with as -built inspection report. If the results require a design change,
construction of the system will stop pending On-site review and approval.
Received
Issued By
By: Date: ���9boIit
Date: %6 0701
cnf
MUNICIPALITY OF ANCHORAGE
'
Development Services Department
p, ;
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Drlririmcnt
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
16, 2016 to December 16, 2017
Design Engineer: PANNONE ENGINEERING SERVICES
Subdivision: T15N R2W SEC 25
Site Legal Address: T15N R2W SEC 25 LT 31 G:0753
Owner/Address: HODGSON PAMELA J
11723 OLD GLENN HWY STE 210 EAGLE RIVER AK 995777750
Site Mailing Address: 16128 CARLISLE ST, Eagle River
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank
Lot Size in Sq Ft: 92400
Total Bedrooms: 3
N Privy N Private Well N Water Storage
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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions:
The entire proposed subsurface disposal field is not within a 30 foot radius of a percolation test.
An additional percolation test is required prior to construction of septic field, with stamped and
signed results submitted with as -built inspection report. If the results require a design change,
construction of the system will stop pending On-site review and approval.
Received
Issued By
By: Date: ���9boIit
Date: %6 0701
MunicipaRity of Anchorage
P.O. Box 196650 0 4700 Elmore Road
Anchorage Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997
http:/Ivvww.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV161137 COSA#: Permit#:OSP161334
PID#: 051-281-03
Legal Description: T15N R2W Section 25 Lot 31
Engineer: Pannone Engineering Services
Applicant: Pamela Hodgson
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 2.0 feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
® The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
❑ Adjacent properties are not affected by this waiver.
...............................................................................
Waiver is Granted: X Waiver is not Granted:
Date: i Z /f �/a 016 Approved by: 44r� ( 1yLe"I
Name of Reviewer
............................................................................
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
®�
NO`J 14 2016
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 051-281-03
Property owner(s) Pamela Hodgson Day phone
Mailing address 11723 Old Glenn Hwy., Ste 210, Eagle River, AK 99577
Site address 16128 Carlisle Street
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
T1 5N, R2W, Sec 25, Lot 31
Lot Size 92,400
Sq. Ft.
Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(2 all that apply)
-
Absorption Field
❑X
Initial ❑
Single Family (SF)
(w/wo ADU)
Septic Tank
19
Upgrade N
Duplex (D)
Holding Tank
F1Renewal
El
Multiple Dwellings
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Drainfield to Lot Line
Dis tance: 2
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
❑iC
e
poe
Permit/Rush Fees: S 6 I�� Waiver Fees:
Date of Payment: Date of Payment: l l I N /I b
Receipt Number: 2n-711 3 Receipt Number: 2o71( -3
Permit No. 0S('1 C 13-3-I Waiver No. 0S; V 1(_ (1� %
Permit App_.; : : L..k
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(c@panenRak.com
7 December 2016
Subject: T15N, R2W, Sec 25, Lot 31 - -
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
system will serve an existing three-bedroom (3BR) dwelling. Currently the lot is developed. This lot and the surrounding
lots are served by private wells. The well on this lot is over 100' from the system, and there are no wells on the
surrounding lots within 200' of this system. The existing drain field is in failure and this permit will be to install an upgrade
system. The septic tank will be verified and will be decommissioned per code if it is found to be leaking and a new 1000 -
gallon septic tank will be installed.
1. Soils. One test hole was performed by PES in November of 2016, and groundwater was monitored for at least seven
days. Ground water was not observed at a depth of 14.0' below the surface in the test hole monitor tubes in November of
2016. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils
appearance; 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 proposed system will be placed to the south of the existing house. The area slopes generally from
north to south at approximately less than 1%-2%. There are no steep slopes in the vicinity of the septic system.
The proposed installation will not affect the future development of the surrounding or existing lots. If you have any
questions or concerns, please contact me at 272-8218.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(a)panengak.com
November 11, 2016
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P 0 Box 196650
Anchorage, Alaska 99519-6650
Subject: T15N, R2W, Sec 25, Lot 31
Lot Line Waiver Request
Ladies and Gentlemen:
We request a waiver to two feet (2') to the lot -line. Due to the well radius and the location of the existing
septic and gravity flow restrainst the field must be located in the space between the existing field and the
lot line. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots
now or in the future.
If you have any questions or concerns, please contact me at 907.272.8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
50' R.O.W. RESERVE
M
BARN
�
T(E)
ELL (E)
DRAIN FIELD (E) IN FAILURE
4 RE -USE AS RESERVE
PGRADE DRAIN FIELD (P)
XLF x 5W x 25'ED-x 8.O'TD
WITH CLEAN-OUT AND
MONITOR TUBE AT EACH END
SEPTIC AREA (E)
GARAGE
4.8 TH— 1
til/M M M \M
NOTES: PANNONE ENG SVC, LLC
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
T15N, R2W, Sec 25, LOT 3'
PAMELA HODGSON
16128 CARLISLE STREET
PLAN EAGLE RIVER, AK 99577
o
N�
T
0
1. .�
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM. 3 (450 gpd)
TANK SIZE. 1000g
PERC RATE- 0.7 _MPI
SOIL RATING: 1 GPD/SF
AREA ROD. 450 SF
SYS. TYPE. WIDE TRENCH 2 5 ED
RF:' 0.64
MIN LENGTH: 57.6 LF
USE.
58 LFx5'Wx2.5' E.D., 8.0' TD
TOTAL AREA. 453 SF
of A(gsl�)
*: 49 M-7
Steve RC Par1n�F'
PP,-. CE 8149 xe,
Date
2/15/2016
Scale
C=50'
P.I.D. NO
051-281-03
'ERMIT N0.
OSP161334
Sheet
1 OF 3
FOUNDATION
\CLEAN-OUT 1j)
VERIFY CONDITION OF 10008 SEPTIC TANK (E)
IF FOUND TO BE LEAKING REPLACE WITH
1000g SEPTIC TANK (P;
0'
INSTALL DOUBLE CLEAN OUT
AND DIVERTERI VALVE W-
DRAIN FIELD (E) IN FAILURE
4 RE -USE AS RESERVE
PGRADE DRAIN FIELD (P)
XLF x 5W x 25'ED-x 8.O'TD
WITH CLEAN-OUT AND
MONITOR TUBE AT EACH END
SEPTIC AREA (E)
GARAGE
4.8 TH— 1
til/M M M \M
NOTES: PANNONE ENG SVC, LLC
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
T15N, R2W, Sec 25, LOT 3'
PAMELA HODGSON
16128 CARLISLE STREET
PLAN EAGLE RIVER, AK 99577
o
N�
T
0
1. .�
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM. 3 (450 gpd)
TANK SIZE. 1000g
PERC RATE- 0.7 _MPI
SOIL RATING: 1 GPD/SF
AREA ROD. 450 SF
SYS. TYPE. WIDE TRENCH 2 5 ED
RF:' 0.64
MIN LENGTH: 57.6 LF
USE.
58 LFx5'Wx2.5' E.D., 8.0' TD
TOTAL AREA. 453 SF
of A(gsl�)
*: 49 M-7
Steve RC Par1n�F'
PP,-. CE 8149 xe,
Date
2/15/2016
Scale
C=50'
P.I.D. NO
051-281-03
'ERMIT N0.
OSP161334
Sheet
1 OF 3
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND. MATERIALS USED IN CONSTRUCTION OF
ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55,
2. SCOPE OF WORK: INSTALL NEW SEPTIC TANK AND SOIL ABSORPTION SYSTEM.
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 14 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE
SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET
BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY.
4. 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.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.0 W. ANC OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6, THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
7. THE CONTRACTOR SHA -.LL 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.
8, 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.
9, 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.
10. 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.
1 1. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE
PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE
ENGINEER (OR HIS DESIGNEE) AS REOUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN
DEFECTS BY THE CONTRACTOR.
12. THE CONTRACTOR SHALL SIGN THE FOLLOWING:
I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND 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: TITLE.
DATE:
NOTES. �������\\ Date
PANNONE ENG SVC, LLC ��OF:A�gsl11 z�ls�zol6
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 i�P A(- Scale
PHONE (907) 272-8218 FAX (907) 272-8211
*. 9 NTS
/.... .. ... ....�P.I. D. NO
115N, R2W, Sec 25, LOT 31 051-281-03
PAMELA HODGSON �� Steven 'R"Pan'none / PERMIT NO.
16128 CARLISLE STREET �) cs. GE 8149 . ��! 0SP161334
DESIGN DETAILS EAGLE RIVER, AK 99577Dg0FES510NN Skeet
3 OF 3
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
SLOPE �S�F PLAN 3
OR ORGANICS
1 /
n
2 GM/ SILTY GRAVEL /
SM AND SAND
5 /
6 GRAVELLY SAND x
SP/ WITH SILT I TH \ /
SM -LACOBBLES W��
PRESENT
8
9
10 1
11 H-1
12
13
WAS GROUND WATER SLOPE
14 BOH ENCOUNTERED? N
15 IF YES, AT WHAT TH
16 DEPTH? -DRY x
17 DEPTH TO WATER AFTER
MONITORING? -DRY
1 g DATE: 11110/16
9
DATE PERFORMED: 11/01/16
SOIL TEST RESULTS/ANALYSIS
. PERCOLATION RATE <1 (min/inch) (Hydrologic
Soils Group: HSG A)
. PERC HOLE DIAMETER 6"
. TEST RUN BETWEEN 4 FT AND 5 FT.
. TEST RUN FOR OVER AN HOUR, LAST THREE
READINGS PROVIDED.
COMMENTS: Test hole excavated by ALASKA DIVERS.Test Hole was NOT required to be presoaked before Perc test due
,to sandy material (Table 3-8, Para.3, EPA Design Manual).
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, C, LLC J�QF .q � Dote
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 . � . �gSl1) 12/15/2016
PHONE (907) 272-8218 FAX (907) 272-8211 j g� / - '�y ��� Scale
NTS
...... .. ...... P.I.D. NO
T15N, R2W, Sec 25, LOT 31 / 051-261-03
PAMELA HODGSON Steven :'Pan'none % PERMIT N0.
16128 CARLISLE STREET I�1j CE 8149 osP16133a
SOILS LOG EAGLE RIVER, AK 99577 �������ao's' "y, sNz of 3
READING
DATE
CLOCK
TIME
NET TIME
WATER
LEVEL
READING
NET DROP
1
1111/16
12:00
---
3.26
---
z
12:04
4MIN
9.26
6.00 (DRY)
3
1204
---
3.26
---
a
12:08
4MIN
9.26
6.00 (DRY)
s
12:08
---
3.26
--
s
12:12
4MIN
9.26
6.00 (DRY)
040.002
Client: Pannone Engineering Services.
Projects: 16128 Carlisle
Tl5N R2W Sec 25 Lot 31
Date: December 15, 2016
Crowther Associates
Particle Size Distribution Table
Sample Source
xx
Sieve Size
3 inch
100
1-1/2 inch
100
inch
88
#4
56
#10
37
#40
14
#100
8
#200
7
0.02 mm
--
Classification
Gravely Sand
with Silt
(SP -SM)
1632 Bellevue Circle /Anchorage, Alaska 99515
Telephone (907) 349-21981E mail.' crou,iher t�i alaska.nei
MUNICIPALITY OF ANCHORAGE
) DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
' ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE ~]NEW
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
Well Absorption area ~ Dwelling PERMIT NO.
DISTANCE TO: '~
~ ~ Manufacturer ~~ Materia~____~ No. of compartments
Liq. ca acity in gallons Inside length Width Liquid depth
, ~ Well Dwelling PERMIT NO.
~ ~ z DISTANCE TO:
~ ~ ~ Manufacturer I Material Liquid capacity in gallons
~ DISTANCE TO: Well 1/~ , Foundation?m , Nearest lot Ji,le
~, NO. of lines Length of,a~h line Tota' length o, ,'ne, Trench width Distance betwe~
Top of tile to Material beneath tile Total effective absorption area
~ inches ~ ~ ~.~
Length I Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
~ Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot llne PERMIT NO.
m Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIA~. ~. ~ ~ ~/~
SOl L TEST RATING
INSTAELER
REMARKS
~'~'~% ~O 1745-5 . c, ~
72-01: -(Rev. 3/78)
~?ERMIT NO. ( ?804?8 )
! ~PLICFINT MRS NELSON
[ICFtTION OFF BIRCHWOOD LOOP
fGBL LOT ~1 SEC 2.5 T15N R~W
BOX ~i5 ARCH '_~9o0~..
LOT SIZE i0,.._ OO_..':/-~-IBR~'.~ FEET
TYPE OF SOIL RBSORBTION _,'T_,TEM IS: TRENCH
MR,~Ii"ILIM NUi'IBER OF BEDROOr'lS = 3<
SOIL F.:ATING (S.q FT/E:R)=,=,.~,'"~'
c, ,q I --,.
THE REL:.!UIRED SIZE OF THE SOIL RBSORPTION ..,'r_TEM '-'
C, EP'FH= 18 I_E~-~IGTH: 2E: I]RF~k~EL C, EPTFB= 5
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF R TRENCH OR PIT IS THE DISTBNCE BETWEEN THE SURFRCE OF THE
GROUND RND THE BOTTOM OF THE E~CRVRTION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRRVEL DEPTH IS THE HINIMUM DEPTH OF GRRYEL BETWEEN THE OUTFRLL PIPE
RND THE BOTTOM OF THE E~CRVRTION (IN PEET).
~:E~]LIIRED SEPT IL: TRF~K] SIZE= :'kElOE1 ,]F~L.L.C,t~S
, ,= ,-' ', ' ' ' "' D.IR'[NG THE
PERMIT RPPLICRNT HRS THE REz, PON..4BILITY TO INFORM THIS [,EFRRTI1Ei1T
INSTRLI-RTION IN_,PECTION:, OF RNY WELLS RD.TRCENT T~'l THIS PRLFERTY 8ND THE
NUMBER OF RESIDENCES THRT THE WELL. WILL SERVE.
' I 0[-4:. RRE RE[-!IJ I F:FZ[:.
TFS,-] ( 2 .:. I F~SF'EC:T ' '--'
BBCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RF'F'ROVRL BY THIS
DEPRRTMENT WILL BE SUB.SECT TO PF..O:.EL. UTION.
MINIMUM DISTRNCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS
100 FEET FOR B PRIVRTE WELL; OR
150 TO 200 FEET FROM 8 PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL.
OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRRMS 8RE
BVRILRBLE TO INSURE PROPER INSTRLLRTION.
PEF-:F1 I T E::<P I F~:ES DE£:E~48EF: _--<~L., - ,r~ -----¢,
I CERTIFY THRT
l: I BM FRHILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS RND WELLS RE; SET
FORTH BY THE MUNICIPRLITY OF RNCHORRGE.
2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES.
~: I UNDERSTRND THRT THE ON-SITE SEWER SYSTEM WRY REQUIRE ENL. RRGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~ BEDROOMS.
RPPLICRNT MRS NEL=ON
ISSUED 8Y~I~-~--~-~--~'~-4'-~--~S.~-~- ...... DRTE.-~-- ............
',/t 2
O~tEGEOT,.~,HNICAL ~' DEVELC ~MENT
Box 90, Davis St., Eagle River; Alaska 99577
694-2774 or 688-2280
Russell Oyster
694-2774
Soils ~ Foundations
Perfo~ed for: Name:
SOIL LOG
/~Z~5:~ ~-£
Tel. No.
Mailing Address:
Legal Description: Z~7-.~/,
Depth (feet)
10 ,
12
13
16
CO.
Earl Ellis
688-2280
Land Development
Ground Water Encountered: Yes
Proposed Installation: Seepage Pit
Comments:
NO /i.I If yes, what depth~
Drain Field
Date: