HomeMy WebLinkAboutH & H TR CH&H
Tract C
#050-731-11
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 Water & Wastewater System Permit
Permit Number: OSP221333
Work Type: WellSeptic Initial
Tax Code Number: 05073111000
Site Legal Address: H & H TR C G:0363
Site Mailing Address: 25810 EAGLE RIVER RD, Eagle River
Owner: WILLIS PETER C & SHEILA T
Design Engineer: NORTH RIM ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date
0 nr...S
Lj
n
u
Department
Lot Size in Sq Ft:
Total Bedrooms:
8/30/2022
8/30/2023
7142
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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
Received B)
Issued By:
Date: 8/31/22
Date: el Z
6
MUNICIPALITY OF ANCHORAGE
Development Services Department ArPhone: 907-343-7904
On -Site Water & Wastewater Section ~`" `' Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 05073111000
Property owner(s) WILLIS PETER C
Mailing address 25810 EAGLE RIVER RD
Site address same
Day phone 987-6255
Legal description (Sub'd., Block & Lot) H & HTR C
Legal description (Township, Range & Section)
Lot Size 7,142 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
0
Initial 0
Single Family (SF) 0
(w/wo ADU)
Septic Tank
0
Upgrade❑
Duplex (D) E]
Holding Tank
El
Renewal El
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
0
Water Storage
❑
THIS APPLICATION
INCLUDES A 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: , 8;ZO
Date of Payment: 8�2Z�2Z
Receipt Number: OD/ 05 D
Permit No. OSP 2 2 /3-3 3
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
SteveEng.com H &H TRACT C
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a proposed cabin, sized for a 2-bedroom, single
family home, in a developed subdivision. This is a small lot with no conflicts. A new
trench is planned + new 1000 gallon septic tank. A previous Permit was granted in 2006.
No adverse impacts are expected from trench/tank construction. No conflicts to the other
lots will take place by this septic system construction. A previous soil test reveals Sand
w/Gravel. An application rate of 1.2 GPD/FT². Trench Length = 250 FT²/5 x .5 = 25
trench, 4 effective. A new 1000 gallon septic tank will be installed; MOA bedding spec.
Measure well radius prior to construction. Nearby neighbor wells demonstrate no bedrock
to near 200 depth, likewise no bedrock observed in nearby testholes. Lot 3 to the north
has a deep trench & soil log to 17 depth with no impermeable layers, similar to Lot 4
directly westSlopes are steeper near Eagle River Road & lessen below the lot.
Specification Requirements: All components and work must comply with the
Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water
Regulations and Wastewater Regulations.
Two compartment, New 1000 gallon septic tank. Install Double Cleanouts. MOA-
Spec Material Under Tank.
10 minimum between the tank trench, tank to house. 10 to property lines,
3 of cover or insulation is required for trench; 2 Minimum thickness for insulation
can substitute for 1 cover.
Tank & solid pipe must be set on well compacted, stable soil.
4 inch diameter cleanouts with airtight caps are required 1 to 4 from foundation
wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two
adjacent opposing cleanouts between the tank and the absorption field, not more than
10 from the tank positioned to provide cleanout access towards the tank and towards
the absorption field.
All cleanouts must extend to at least ground level.
In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
Trench to be placed level, minimum of 4 to groundwater, 6 to bedrock from drain-
rock.
Drain rock to be ½ inch to 2 inch screened. Drain rock to be distributed uniformly
throughout the trench.
Perforated pipe to be installed level with perforations down.
Silt barrier (filter fabric) to be installed above the drain rock.
Smeared trench sides must be raked or scarified before drain rock placement.
The finish grade must be mounded to promote drainage away from trench.
Insulation must be placed over any pipe installed under driveways or parking areas.
Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789,
ABS ASTM D2661,
Sewer Service Line is minimum 2% slope.
Septic Tank to be pumped every two years or when required.
Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221333, Deb Wockenfuss, 08/30/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221333, Deb Wockenfuss, 08/30/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221333, Deb Wockenfuss, 08/30/22
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221333, Deb Wockenfuss, 08/30/22
MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SWO50420
Legal Description: H & H SUBDIVISION TRACT C
Date Issued: Sep 27, 2007
Expiration Date: Sep 26, 2008
Parcel ID: 050-731-11
Design Engineer: 0838 NORTH RIM ENGINEERING Site Address: NHN EAGLE RIVER ROAD
Owner Name: PETER WILLIS Lot Size: 7142 SQ. FT.
Owner Address: 12421 BEACHCOMBER DRIVE Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99515 -
This permit is for the construction of:
❑✓ Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ 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 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.
Received By:� L Date: `j,'xvOG,
v
Issued By. a Date: 0
MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SWO60420
Legal Description: H & H SUBDIVISION TRACT C
Date Issued: Nov 07, 2005
Expiration Date: Nov 07, 2006
Parcel ID: 050-731-11
Design Engineer: 0838 North Rim Engineering Site Address: NHN EAGLE RIVER ROAD
Owner Name: PETER WILLIS Lot Size: 7142 SQ. FT.
Owner Address: 12421 BEACHCOMBER DRIVE Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE. AK 99515 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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 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.
Received By.
Issued By f 1`1�
Date: GS
Date: L't
Municipality of Anchorage
Development Services Department
!\✓' Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www. ci. a n ch o ra g e. s k. u s
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 05'n - -ti �If" /t Permit Number SW
Legal descriptiioNon (Section, Township & ange)
Lot Size_2I Ua Acr s/Sq.Ft. Number of Bedrooms -5
Lot Size_2
THIS APPLICATION IS FOR:
❑
Sewer Only
Well Only
❑
Sewer and Well
Water Storage
Sewer Upgrade
❑
THIS PROPERTY CONTAINS:
El
Hot Tub
❑
Jacuzzi
❑
Swimming Pool
❑
Water Softening Unit
Therapy Pool
❑
I certify that the above
Single Family Dwelling
SZ—
information is correct. I further certify that this application is being made for a
and is in accordance with applicable Municipal Codes.
(Signature of property ovynsl'r�or authorized agent)
Permit/Rush Fees
Date of Payment:
Receipt Number:
(Rev. 09104)
._quo . oo f I QS c2>
ID as o
Waiver Fees: s'�v
Date of Payment: 0 a O`!
Receipt Number. t.
Munieipality of Anehorage
L'0. IA).c 196650 - Anchomgc, Alnsks !051! CM) - Tcicphnoc ((N)7) 353.9301 -19u (!N17) 333-AY(N)
4700 nmlmm Stmct - Anchomgc, Alaska !N1907
%mwmmnl.org
Mayor Mark Begic11
IluildIng Safety Division,
September 27, 2006
Northrim Engineering
Steve Eng
17237 Bear Paw Circle
Eagle River, AK 99577
Subject: Waiver Request for II&II S/D Tract C
Waiver Request WR#: 050097
Parcel ID # 050-731-11
PERMIT # SW050420
Dear Northrim Engineering:
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 5.0 feet.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there arc any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
FeGoodall
Civil Engineer
On -Site Water & Wastewater Program
Community, Security, Prosperity
Municipality of Anchorage
Development Services Department
+r Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchoragc.ak.us
(907)343-7904
Waiver Review Worksheet
WR#: 050097 PID#: 050-731-11 HA/Pennit# PERMIT # SW050420
Dale Received: September 27, 2006
Legal Description: II&II S/D Tract C
Engineer.
Northrim Engineering
Steve Eng
17237 Bear Paw Circle
Eagle River, AK 99577
Applicant: Peter Willis
Waiver Requested: 5 FOOT HORIZONTAL SEPARATION FROM SEPTIC FIELD TO SOUTH AND
WEST PROPERTY LINE WAIVER.
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
8.2.8066....saasen...msaasen..mssaa................................°seas°.
Waiver is Granted: X
Ust Conditions or Reasons for above:
Waiver is not Granted:
Date:129 7106 By: Joe Goodall
Name of Reviewer
gn... usage .... .assn. ... ammssn... mass ... moease°... means .... semen.. .... .seen
Rec#: 76026 Amount: $1L5 Date Paid: 9/2712006
tTF�IM
ENGINEERING
Norihitim Engineering
17237 Bear Paw Circle
Eagle River, AK 99577
907-694-7028
October 26, 2005
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Septic System Design, II & 11 Subdivision, Tract C
Lot Line Waiver
The referenced lot has been vacant for many years and is now being developed. Two soil
tests revealed excellent soil. Due to the small size of the lot a lot line waiver to 1 foot is
requested.
Most of the neighboring lots are developed. This site should not negatively impact any of
the other area lots. The lot slopes to the south at about 10%.
Please review the wastewater system design for the single family home. I have included
design plans & specs, design guidelines, & soil tests. If there is need for additional
information or clarification please give me a call.
Sincerely,
Steve Eng, PE, PEI
Design Enclosures 7
�CGTINF
ENGINEERING 11 & 11 Subdivision, Tract C
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: Tract C has been in existence many years as a vacant lot. The
owners now desire to develop the property for a 4 bedroom single family home. This requires a
new 1250 gallon septic tank. The lot is only about 8,000 FP, but due to the good soil a system
has been designed. A F lot line waiver is being requested to the lot lines. The neighborhood lots
have been developed. The 100 foot separation will be maintained on the new septic system. No
adverse impacts are expected from developing this lot. The proposed water well is located on the
drawing as are the neighboring wastewater systems & water wells. The lot slopes to the south at
about 10%. No conflicts to any neighbor lots is anticipated. Two soil tests were conducted. A
sandy soil with good percolation rate will be utilized; 1.2 GPD/FP. A standard Twidth trench;
Length = 500 FV/ (5' x 2) = 50' trench, (5' effective)
Specification Requirements: All components and work must comply with the Municipality of
Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater
Regulations.
• Two compartment, 1250 gallon septic tank.
• Watertight couplings on inlet & outlet.
• 5' minimum between the tank and bed. 10' to property line
• 3' of cover or insulation is required for trench; an equivi' insulation for each foot soil cover.
• Tank & solid pipe must be set on well compacted,
• 4 inch diameter cleanouts with airtight caps a V to 4' from foundation wall, prior to any 90
degree bend in 4 inch line, in each tank r , and two adjacent opposing cleanouts between
the tank and the absorption field, non 10' from the tank positioned to provide cleanout
access towards the tank and towards sorption field.
• All cleanouts must extend to at least ground level.
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
• Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock.
• Drain rock to be %2 inch to 2 % inch screened. Drain rock to be distributed uniformly throughout the
trench.
• Perforated pipe to be installed level with perforations down.
• Silt barrier (filter fabric) to be installed above the drain rock.
• Smeared trench sides must be raked or scarified before drain rock placement.
• Backfill over drain rock must not be less than 36".
• The finish grade must be mounded to promote drainage over the trench.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM
D2661,
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam III or equal)
MR
1
1. Depth of Trench 9,
.
2. Septic Tank & o 'd Pipe to be Place on Compacted,
Stable Soil ree rom Boulders.
3. Sewer Se ice Line is Minimum 2% Slope & 3' Cover.
4. Water fight Couplin s.
5. See pecification Sh et.
6. Work To Conform o Municipality of Anchorage (AMC
10 Requirements & Specif ations.
o \eptic System Constructi n
Not Preclude Ad1ng
From Sanitation
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NORTHRII
ENGINEERIN
17237 Bear Pow Cl
Cagle River. Alaska 99
907.694. 7028
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H & H S/D ; PLAN
TRACT C _ 'LAYOUT
REVISED DESIGN
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' S❑ILS LOG - PERC❑LATI❑N TEST
tr-,
Th��-M-- Date Performed: 9/28/05
INEERING
Performed For. Cory Willis, Willy Dickson
Legal Description: H & H S/D, Tract C
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
5%-10% Slope
GP See Location
a'•. Sand w/Gravel
Groundwater? No
Depth --
"' Water Depth
`. AP+ar Mnnitorino.--
Drawing
water 10/13/05
#
Date
Gross Tlme
le
Depth
Net Dropi
1
10/131
0
1
6
1 min.
8'
--
2
10/131
8.5'
10/13
--
7'
--
4
10/13
1 min.
7.5'
1/2'
5
r63
10/13
--
10/13
7
1 min.
8.5'
1/2'
Percolation Rate 2 min/inch Perc Hole Diameter 6'
Test Run Between 3' & 4'
Comments:
Performed By NorthRim Eng. I CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DATEI 10/14/05
NOR THRI M
ENGINEERING
17257 Bear Paw Circle
Eagle River. Alaska 99377
907.694.7028
TESTH❑LE LOG i TH 1
i# GE❑TECHNICAL ��`10/14/05 11__of ?_
L-� SOILS LOG - PERCOLATION TEST
Thi-- Date Performed: 9/28/05
L7'
Performed For; Cory Willis, Willy Dickson
Legal Description: H & H S/D, Tract C
DEPTH
(FEET)
Organic
GP
Sand w/Gravel
5%-10% Slope
See Location Drawing
Groundwater? No
Depth --
Water Depth
AF+Pr Mnnitorino.--
Date: 10/13/05
#
Date
Gross Time
• Q
3 -
"'
1
.:
0
0.
6 -
--
2
10/131
1
1 rain.
9
1/8'
10
10/13
3
--
I1 -
--
12 -
b:w ,:0•
13 -
`
14 -
1/8'
5
10/13
15 -
--
8'
16 -
6
17 -
7
18 -
8 1/8'
19 -
20 -
21 -
Organic
GP
Sand w/Gravel
5%-10% Slope
See Location Drawing
Groundwater? No
Depth --
Water Depth
AF+Pr Mnnitorino.--
Date: 10/13/05
#
Date
Gross Time
Net Time
Depth
Net Drop
1
10/131
0
--
8'
--
2
10/131
1
1 rain.
8 1/8'
1/8'
3
10/13
3
--
7'
--
4
10/13
4
1 min.
7 1/8'
1/8'
5
10/13
6
--
8'
--
6
10/13
7
1 min.
8 1/8'
1/8'
Percolation Rate 8 min/inch Perc Hole Diameter 6'
Test Run Between 3' & 4'
Comments: �� CERTIFY THAT THIS TEST WAS
Performed By NnrthRim F'ng, I
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DATE: 10/14/05
NORTHRIM
ENGINEERING
17237 Bear Pow Circles
Eagle River. Alaska 99377
907.694.7028
TESTHOLE LOG
M4
ate' GE❑TECHNICAL
TH 2
'Dalt.
-- -- - - 10/14/05 22 of -2
• 1
SOILS LOG - PERCOLATI❑N TEST
1 FIR I Date Performed: 2/6/06
ENGINEERING
Performed For: Cory Willis, Willy Dickson
Legal Description) H & H S/D, Tract C
DEPTH
(FEET)
1 -
2 -
3 -
4 -
5 -
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Organic 5%-10% Slope
SP See Location Drawing
Sand w/Gravel
Groundwater? No
Depth --
Water Depth
Ar+ev Mnn1+nr'1nn.-- Datel
#
Date
Gross Time
Net Time
De th
Net Dro
1
2/6
0
--
6'
--
2
2/6
1
1 min.
6.5'
1/2'
3
2/6
3
--
6'
--
4
2/6
4
1 min.
6.5'
1/2'
5
2/6
6
--
6'
--
6
2/6
7
1 min.
6.5'
1/2'
Percolation Rate 2 min/inch Perc Hole Diameter 6'
Test Run Between 2' & 3'
Comments)e CERTIFY THAT THIS TEST WAS
Performed By NorthRin Eng. I
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DAM 2/6/06 _
Sr OF
NORTHRIM
ENGINEERING
i
17237 Bear Pow Circle
Eagle River. Alaska 99577
907.694.7028
" TESTHOLE LOG JH 3
a o.
GEOTECHNICAL
I 2/6/06 — 3
1 of 3_..