HomeMy WebLinkAboutGRIFFETH LT 2 Onsite File
Griffeth
Lot 2
#018 - 331 - 24
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201486 PID Number: 018-331-24
Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ®❑ New ❑ Upgrade
Name
FEDELE DAMIEN & CARI
ABSORPTION FIELD
❑ Deep Trench Q Wide Trench ❑ Bed ❑ Mound
Site Address
15245 SADDLER ST, ANCHORAGE, AK 99516
❑ Other
PhoneNumber
907-727-9068 74
of Bedrooms
Soil Rating
Total depth from original grade
0.8 GPD/SF
9.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.0 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
GRIFFITH 2
Fill added above original grade
3.5 Ft.
Gravel length
75 Ft.
Township Range Section
Gravel width
5 Ft.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
750 FF
1
N/A Ft.
Well
>100'
>100'
N/A
N/A
>25'
TANK FEI Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER
Capacity
1250 Gal.
Surface Water
>1
>100'
N/A
N/A
Material
PLASTIC
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>T
>10'
N/A
N/A
L ATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
Electric lied by
Installer
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
OWNER INSTALL
Drainfield D3034 co/MT D3034
Inspector L.TIDWELL
BENCH MARK (Assumed elevation) 100 ft
Inspdection 15` 5/29/21 5/29/21
Location and description
2nd
3,d 5/30/21 4th
TOP OF FOUNDATION AT SW CORNER OF HOME
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
��„ . • , cS�
•
'-"--Ben $ Schiller
� � .
CEW
Septic System0�_
Approved 9� Date a a0 2
�'sr • '��
24/222 AW
SSI4NA
�pROFE�,� SO'
Note: this approval does not include well permit requirements.
���
\RCv VJIU41 10]
105.0
100.0
95.0
90.0
85.0
80.0
75.0
70.0
5.0
GRIFFETH SUB, LOT 2
PERMIT # OSP201486
r ' -�111
,A-.4
Ben aiTTin Schiller
CE 12592
1/25/22
,1liF� PROF ESS1�Na��.�
3RADE
ING PRISM
PID # 018-331-24
10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 80.0
LEGEND
CO - CLEANOUT
FOUNDATION CROSS SECTION FCO - FOUNDATION CLCLEANOUTEANOUT
0 8 16 FD - FLOW DIVERTER VALVE
MH - MANHOLE
FEET MT - MONITORING TUBE
GE 1 =8 SV - SEPTIC VENT
EN GINEE EING TH - TEST HOLE
February 8, 2022
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
2/8/22
Subject: Griffeth L2- 15245 Saddler St.
Septic Tank Location
Dear On-Site Services Engineer:
During the installation of the septic system on the subject property, the owner placed the septic
tank 7’ from the foundation instead of the required 10’. However, our measurements demonstrate
that the septic tank is outside of the foundation soil bearing prism. We have provided a drawing
showing the tank location in relation to the 45-degree angle that establishes the foundation soil
bearing prism. We request that this installation be approved.
Sincerely,
Benjamin Schiller, PE
Lot 2Griffeth Subdivision124 E 7th AvenueAnchorage, Alaska 99501(907) 306-8104mail@S4AK.comLand SurveyingLand Development ConsultantsSubdivision SpecialistsConstruction SurveyingS4GroupAsbuilt
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
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201486
Work Type: Septic Upgrade
Tax Code Number: 01833124000
Site Legal Address: GRIFFETH LT 2 G:3135
Site Mailing Address: 15245 SADDLER ST, Anchorage
Owner: FEDELE DAMIEN & CARI
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
cO
r,j enroS
0iJ
v
DeI)ai'tnient
Lot Size in Sq Ft:
Total Bedrooms:
12/2/2020
12/2/2021
49443
Q Disposal Field Q Septic Tank Holding Tank Privy Private Well Water Storage
4
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: ** A minimum 15' deep test hole is required prior to the construction of the septic field.
Construction may proceed at your own riskbefore the 7 day water monitoring is complete. Please submit stamped
and signed results with the As -built Inspection Report. If the results require a designchange, construction of the
system will stop pending On -Site review andapproval.
Received By:
Issued By:
Date:
Date: Z
12.4.20
MUNICIPALITY OF
Ti
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 018-331-24
Property owner(s) Damien & Cari Fedele
Mailina address 3452 W. 82nd Avenue Anchorage, AK 99502
Site address NHN Saddler Street Anchorage, AK
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) Griffeth, Lot 2
Lot Size
Day phone 727-9068
Sq. Ft. Number of Bedrooms Four (4)
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑X
Initial ❑X
Single Family (SF)
❑X
(w/wo ADU)
Septic Tank
1ZUpgrade
ElDuplex
❑
(D)
Holding Tank
ElRenewal
El
Multiple 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 Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 44L(q 6. 2.55 Govl p
Date of Payment: LIAeLzo
Receipt Number: 03OG-'30
Permit No. 05P ZON36
Permit App_:- : .:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
PO BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
December 2, 2020
M.O.A. Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Subject: Griffeth, Lot 2 – 15245 Saddler Street
Septic System Design
Dear On-Site Services Engineer:
The owner of the above lot intends to construct a new 4-bedroom home on the property. We are
submitting this permit application for the construction of a new septic system. A well is currently
in place on the lot and will be utilized to serve the new home. The attached site plan identifies the
location of the home and the exiting well along with the proposed septic location and alternate site.
No conflicts exist between this proposed system and any other well or septic system on this lot or
adjacent lots.
The ground surface on the lot slopes to the southwest at grades approaching 25%. The absorption
trench has been designed to comply with the steep slope provisions of the Municipal Code. The
distribution line is set at 5.0’ below the surface and no surface disturbance will occur within 50’
down grade from the absorption trench. Ground contours are shown on the site plan indicating the
grade and direction of flow. Stormwater drainage will not impact this septic system. The new
trench will be constructed parallel to the slope as much as possible. The new system will be a
minimum of 100’ from all wells and 100’ from surface water and more than 5’ from the septic
tank. The test hole will be deepened to a minimum of 15’ prior to construction to verify the lack
of impermeable soil layers. An additional percolation test will be performed to verify the
consistency of the accepting soils. We request a provision be added to the permit requiring the
test hole be deepened and an additional percolation test performed.
Please refer to the attached test hole log and plan and profile sheets for the septic design. If this
design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Michael E. Anderson, P.E.
12/2/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201486, Deb Wockenfuss, 12/02/20
NOTE:
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH
WELLS OR SEPTIC SYSTEMS.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FD - FLOW DIVERTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
TH1
SADDLER STREETGRIFFETH, LOT 2
1"=40'
FEET
0 40 80
4-BDRM HOME
EXISTING WELL
MT
235
12/2/20
CONEX
225
215
205
10' UTILITY EASEMENT 10' UTILITY EASEMENT1,250 GALLON SEPTIC
TANK w/20" MANWAY
75' LONG x 5' WIDE x 4'
EFFECTIVE DEPTH
ABSORPTION TRENCH
ALTERNATE SITE
CO
MT
CO
2CO
SV MH
FCO11'
3' RIGHT OF WAY
RESERVATION
DECOMMISSIONED
ABSORPTION PIT.
APPROXIMATE LOCATION.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201486, Deb Wockenfuss, 12/02/20
GRIFFETH, LOT 2
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 2.8 MIN/IN
APPLICATION RATE:0.8 GPD/SF
5' WIDE SHALLOW TRENCH SYSTEM
1,250 GALLON SEPTIC TANK
TYPICAL TRENCH SECTION
(NO SCALE)
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
5'
6"
6"
4.5'
4'
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
BOTTOM OF TRENCH: 9.0' BELOW GRADE
FLOW LINE ELEVATION: 5.0' BELOW GRADE
TOP OF TRENCH: 0.5' ABOVE GRADE
600 GPD / .8 GPD/SF /5' WIDE * .5 (RED. FACTOR) = 75 LF TRENCH REQUIRED (75 LF SPECIFIED)
11/20/20
GEOTEXTILE FABRIC
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201486, Deb Wockenfuss, 12/02/20
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
Griffeth Lot 2
7/16/20
J. Millette
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH? -
2.8 6"
6 7
018-331-24
Damien Fedele
1:00
7/16
1
2
3
4
5
6
6 0
16 / 9 8
16
1:11
1:22
1:33
1:44
1:55
1' OB
Professional Engineers Stamp:
11/19/20
10
NO
NONE
7/23/20
FILL (GRAVEL MIXED W/ ORGANICS)
GM (GETS SILTIER W/ DEPTH)
3 8
16
6 0
16 / 9 8
1610 3 8
16
6 0
16 / 9 8
1610 3 8
16
6 0
16 / 9 8
1610 3 8
16
6 0
16 / 9 7
1610 3 7
16
6 0
16 / 9 8
1610 3 8
16
RECOMMEND 0.8 GPD/SF BASED ON VISUAL OBSERVATION OF THE TIGHTNESS OF THE SOILS
TEST HOLE PRESOAKED PRIOR TO TESTING
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201486, Deb Wockenfuss, 12/02/20
38z Lt
M-W DRILLING, INC.
DRILLING LOG
Well Owner Carroll Griffeth Use of Wel)DOm'
Location (address of: Township, Range, Section, if known; or distance main roar1
Lot 2 Griffeth Subd.BLM 197
6"
Size of casing Depth of Hole 102 feet Cased to 100. 7 feet
Static water level 40 ft. •" below) land surface. Finish of well (check one) open end ( xx );
Screen ( ); Perforated .( •:,);...
Describe screen or perforation <$ •M11s Knife Perforations 48 '-50'
Well pumping test at 2 2 gallons.:per (minute) for 1 hours with 1007. x
of drawdown from static level:?
Date of completion 12/19/7:7,
WELL LOG
Depth in feet from
ground surface Give:details`df;formatiors penetrated,size of material, color and hardness
0 TO 2 Cas" rig stickup
2 TO 4 Organics
4 TO 40 S' hty`Ygrave.1 : cobbly
40 TO 47 SiItys:'a ).d,`'& gravel
47 TO 50 Wager;'sand 'sand gravel
50 TO 102 Gravelly Yiardpan::
TO
TO ;
; t
TO
TO
TO r/ f°' ear
�A1.y
TO
1`.z1 WA Certified Contactor
TO Ccseificate Nn's. 814 & c173
TO
TO
1—CUSTOMER
�����1 0 1=1 I_ I -F 1-e I= ���will vo fn ca E=._
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 /L' STREET/ ANCHORAGE, HK 99501
264-4720
L-1 E -E. I_ I.- �F= FRA 1 E. F`
PERMIT NO. 771041 )
HPPLICHNTRIFFETH ST RT H BOX 491-H 349 5310
LOCH TION SH0DLER ST -
LEGAL. RLM LOT 197 SII T12N RAW LOT SIZE 100000 SQUARE FEET
MINIMUM DISTANCE BETWEEN H WELL HND ANY ON-SITE SEWHGE DISPOSAL SYSTEM IS
i0@ FEET FOR H PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL-
WELL
ELLHELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DRYS
OF THE WELL COMPLETION,
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
FO"ET FA? I - I 1 1- K 1-0 F=' 1. F& EE 11 ���EF P1 E=7. FE. fR �"E�4��
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES,
SIGNED
ISSUED
V].0
Chris Fedele
3500 Rabbit Creek Road
Anchorage, Ak 99516
907-830-6535
February 19th, 2019
Tim Ecklund
Municipality of Anchorage
4700 Elmore Rd
Anchorage, AK 99507
Dear Tim Ecklund,
I am writing in regards to the lot located at 15245 Saddler Street Anchorage, AK 99516, the legal
description being Griffith L2. The cabin located on this property is non-livable and I have no plan to have
anyone occupy it or rent it out. If the cabin or well would be used in the future I would first get required
permits thru the MOA.
The septic was decommissioned on this property- see attached invoice. The well was also disabled by
removing pump/guts and a steel cap welded on top- see attached invoice.
Sincerely,
Chris Fedele
DocuSign Envelope ID: BE23D761-72F6-4329-8905-CBE879B216CB
DocuSign Envelope ID: BE23D761-72F6-4329-8905-CBE879B216CB
DocuSign Envelope ID: BE23D761-72F6-4329-8905-CBE879B216CB