HomeMy WebLinkAboutEAGLE RIVER VALLEY RANCHETTES LT 4AEAGLE RIVER VALLEY
RANCHE-TTES
• t t
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: OSP251042
Work Type: Septic Upgrade
Effective Date:
Expiration Date:
Tax Code Number: 05022128000
Site Legal Address: EAGLE RIVER VALLEY RANCHETTES LT 4A G:0054
Site Mailing Address: 18848 MAN O WAR RD, Eagle River
Owner: MCBRIDE GLORIA A
Design Engineer: C&M ENGINEERING SERVICES
This permit is for the construction of:
2 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
�11�71(
I)ei� rtt'ttc.•�tC
4/1 /2025
4/1 /2026
Lot Size in Sq Ft: 17955
Total Bedrooms: 4
❑ 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
Special Provisions:
The Engineer is required to do an additional percolation test and groundwater study prior to construction of the
septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require
a design change, construction of the system will stop pending On -Site review and approval.
Received By: - Date:
Issued By: Date: 1 �'
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcell.D. 050 'Z21 2-9
Property owner(s) MCBRIDE
Mailing address
Site address 18848 MAN 0 WAR RD
Day phone
Legal description EAGLE RIVER VALLEY RANCHETTES LT 4A
Number of Bedrooms 4
Engineering Firm C&M ENGINEERING
Building Permit Number
Not Applicable �
APPLICATION IS FOR: APPLICATION IS AN:
(N all that apply)
Absorption Field
El Initial El
Septic Tank
F I Upgrade R
Holding Tank
El Renewal ❑
Privy
❑
Well
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: Waiver Fees:
Date of Payment: 3 1Z -Z- 0 2� Date of Payment:
Permit No. Waiver No.
C&M ENGINEERING SERVICES
Ph: 907-854-5558
Municipality of Anchorage
Onsite Water & Wastewater Program
4700 Elmore Rd Anchorage, Ak 99507
RE: Proposed Septic System for EAGLE RIVER VALLEY RANCHETTES LOT 4A
Dear Reviewer,
The above referenced property is currently served by an older failing septic system.
Our review of available documentation and field investigation show that this project will not adversely
impact any nearby Wells, Wastewater disposal systems, replacement disposal sites, or drainage flowing
onto and off of the subject property.
As shown on the plan, the tank and field will be greater than 10’ from the house foundation.
The tank will be of MOA approved construction.
The tank and field shall be covered with a minimum of 2” moa approved insulation and 3’ of cover or a
minimum of 4’ of cover without insulation.
The design is based on the testhole logged by us in 2024. We will perform a field perc at the far end of
the field during construction.
Upon completion of the installation, a record drawing will be submitted showing the location of the new
tank, leach field, well, and other applicable features.
Following replacement of the septic, we will be seeking a COSA.
Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854-
5558 or by email cgbalzarini@gmail.com with any questions or concerns.
Sincerely,
Charles Balzarini, PE
3/5/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251042, Curtis Townsend, 04/01/25
Residence: EAGLE RIVER VALLEY RANCHETTES LOT 4A
number of bedrooms 4 br
Water usage/bedroom 150 gpd/br
Water Usage 600 gpd
system type: Conventional
type: Deep Trench
Application Rate
1.2
gpd/sqft
required absorption area 500 sqft
trench width (W) 2 ft
MIN gravel depth (D) 6 ft
Min Required Length: 42 ft
Groundwater Depth: dry
Testhole Depth: 16 ft
Max Excavation: 10 ft
Calc By: CGB Date: 3/1/2025
C&M ENGINEERING SERVICES
907-854-5558
Septic Design Calculations
RESIDENCE/LOT INFO
DRAINFIELD
REFER TO PLANS FOR DETAILS OF CONSTRUCTION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251042, Curtis Townsend, 04/01/25
CHARLES G BALZARINI
CE-13854REGISTEREDPROFESSIONALENGINEER
3/1/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251042, Curtis Townsend, 04/01/25
Municipality of Anchorage · ·-1.....~-Oevelopment Services Department : ·
On-Site Water and Wastewater Section , ,
4 700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
04 · ~ -(907) 343-79 . .I
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TH A I ~ ·· C · ·-,P·
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Soils Log - Percolation Test t · · ·
Performed For: S ...... !....:H..:::.4..!..:G-0:.......!...:(1/-----'rt'1c,~::::::...:::P:_jl.._:.J'_f)..:.__£_
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Date Performed:_\ _
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Legal Description: _CA&....;...;.:::...U _ _~_Ji_v_~_P---._I/._J'.1-~UJ;.-'""_'/ _
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Depth
(Feet}
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WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT DEPTH?
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Site Plan
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0 1 --~ -1 ---1 --~ l----+ -~ ---+ --4 --+ -----,
pDepth to Water After
Monitoring?E l--~ -l---+ -~ l----+ -~ ---+ --4 --+ -----,
Date:
Reading Date Gross Time Net Time Depth to Water Net Drop
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PERCOLATION RA TE Lti (minutes/Inch) PERC HOLE DIAMETER I,,t
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TEST RUN BETWEEN 5 FT AND lo FT
COMMENTS 1£21 7ffZ:f.!,,2.MCI':::> b
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PERFORMED BY: C { '3 Al2,A(}....;».;:_ I C
I
b l+1ci#J:<V)_ CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: It/ ll/N
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251042, Curtis Townsend, 04/01/25
LOT 5B
MAN O WAR �D
C �1
O
BASIS OF BEARINGS: (S 89.59'15" E 133.00') 128.85'MEAS.
L:;; T 4 B
ASPLS MORTGAGE LOCATION SURVEY NOTES:
NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY, EASEMENTS SHOWN PER THE
RECORD PLAT. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. THIS
MORTGAGE LOCATION SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH ASPLS
MORTGAGE LOCATION SURVEY STANDARDS. IT IS A REPRESENTATION OF THE
CONDITIONS THAT WERE FOUND AT THE TIME OF THE SURVEY. THIS SURVEY DOES
NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT
A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION CONTAINED IN
THIS DRAWING SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR
OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY
EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED
FOR SERVICES IN PREPARATION OF THIS PRODUCT.
LEGEND
( ) RECORD DATA PER PLAT #63-129A
o FOUND 1 /2" REBAR, NO CAP
o FOUND 5/8" REBAR, NO CAP
EDGE OF ASPHALT
o P POWER POLE
& SEPTIC PIPE
FA DECK
0 CONCRETE
OF
0' 20' 40' 0i�Q� • ;gS`'�li�
SCALE: 1" = 20 FEET % * ••49 / . , , • •• .
••. Johnson;
WINTER SURVEY NOTE: +/- 6INCHES OF Ryan G�+ •, No. 192159
SNOW ON -SITE AT TIME OF SURVEY. ONLY c%,,-
11/6/202,4.•�VISIBLE IMPROVEMENTS SHOWN HEREON�Skl ' � \y
AS -BUILT OF:
LOT 5D
LOT 1 LOT 2
IIC�]II�J�7
GAAB-HD_,. R".. "IER ANCHORAGE AREA LF — 4
WEALTH DEPARTMENT
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING fF'x
NAME _'r &L,
= ADDRESS ; PHONE
LOCATIONXL DESCRIPTION"�
SEPTIC TANK: I
DISTANCE FROM W
LIQUID CAPACITY f? GALLONS
SEEPAGE SYSTEM:
SEEPAGE PIT:
f'
` NUMBER OF
\TERIAL f COMPARTMENTS
CIc ID
INSIDE LENGTH INSIDE WIDTH DePTH.
NUMBER OF PITS —OUTSIDE DIAMETER OR WIDTH Z Z ,LENGTH ` DEPTHS,
LINING MATERIAL ( 1 C` DISTANCE FROM WELL �` BUILDING FOUNDATION
NEAREST LOT LINE TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT.
TILE DRAIN FIELD:
TOTAL LENGTH
DISTANCE FROM WELL
FOUNDATION NEAREST LOT LINE
OF LINES
NUMBER OF LINES
DISTANCE BETWEEN LINES TRENCH WIDTH
IN. TOTAL EFFECTIVE
ABSORPTION AREA
SQ. FT.
LENGTH OF EACH LINE
DEPTH: TOP OF TILE TO FINISH
GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE
IN. ABOVE TILE
WELL: C-
e 7
DISTANCE FROM
WATER
TYPE
DEPTH
BUILDING FOUNDATION.
SAMPLE NEAREST
NEAREST
SEPTIC SEEPAGE
OTHER
LOT LINE
SEWER LINE
, TANK SYSTEM
CESSPOOL , SOURCES
DIAGRAM OF SYSTEM
DISTANCES:
f
-
DATE
,., .:-
� .^
,�-APPROVED
��
,__HEA1TH
AUTHORITY d*
15�_')
NAME OF APPLICANT. 0 Ade A0 J;. MAILING ADDRESS PHONE NO.,
RESIDENCE ADDRESS LOCATION OF INSTALLATION em
LEGAL DESCRIPTION 19 6a 46 L ,I, ()O�Cz4 AIJt4--d_j4=-�
APPLICATION TO INSTALL: SEPTIC TANK , SEEPAG� PIT , D RAN FIELD—, OTHER
TO SERVE THE FOLLOWING FACI,�ITY 9 1 /b& a4,,6zV-?n - Z
FINANCED THROUGH TO BE INSTALLED BY
PERCOLATION TEST RESULTS ANTICIPATED DATE OF COMPLETION
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT -(,,- ML -11A ral
THIS IS TO SERVE AS Q, PERMIT TO INSTALL A
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED.
MOO YPE Ad -SEEPAGE AREA C49 )-9
SEPTIC TANK SIZE �/ - DIAGRAM OF SYSTEM
TYPE
0
Health Authority
I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code.
DATELA 6% APPLICANTS SIGNATURE q P2�
0
1'77 7 1 11
F',
GAAB-HD-2GREATEh -tNCHORAGE AREA
Atb'UGH
case
HEALTH DEPARTMENT
i -
oul
"
327 Eagle St. Anchorage, Alaska 99501
279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
15�_')
NAME OF APPLICANT. 0 Ade A0 J;. MAILING ADDRESS PHONE NO.,
RESIDENCE ADDRESS LOCATION OF INSTALLATION em
LEGAL DESCRIPTION 19 6a 46 L ,I, ()O�Cz4 AIJt4--d_j4=-�
APPLICATION TO INSTALL: SEPTIC TANK , SEEPAG� PIT , D RAN FIELD—, OTHER
TO SERVE THE FOLLOWING FACI,�ITY 9 1 /b& a4,,6zV-?n - Z
FINANCED THROUGH TO BE INSTALLED BY
PERCOLATION TEST RESULTS ANTICIPATED DATE OF COMPLETION
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT -(,,- ML -11A ral
THIS IS TO SERVE AS Q, PERMIT TO INSTALL A
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED.
MOO YPE Ad -SEEPAGE AREA C49 )-9
SEPTIC TANK SIZE �/ - DIAGRAM OF SYSTEM
TYPE
0
Health Authority
I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
above described system is in accordance with said code.
DATELA 6% APPLICANTS SIGNATURE q P2�
0
