HomeMy WebLinkAboutROSEBERRY RIDGE ESTATES #1 LT 4Onsite File
Roseberry Ridge
Estates #1
Lot 4
PID# 050-315-72
Per recorded plat, alternate field must be CAT II or
III and structure is limited to 4-bedroom.
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP211045 PID Number: 050-315-72
Dwelling: ■❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: A New ❑ Upgrade
Name
Michael Quinn Construction
ABSORPTION FIELD
9 Deep Trench E] Wide Trench El Bed El Mound
Site Address
19304 Mount Magnificent Cir
❑ Other
Phone
(907) 694-4955
Number of Bedrooms
4
Soil Rating
JTotal depth from original grade
*9.2
1.2 GPD/SF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
*4.2 Ft.
Gravel depth beneath pipe
5.0 Ft.
Subdivision Block Lot
Roseberry Ridge Estates #1 4
Fill added above original grade
*O O Ft.
Gravel length
63 Ft.
Township Range Section
Gravel width
3.0 Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
630 Ft2
Ft.
Well
>100'
>100'
N/A
N/A
>25
TANK ❑� Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer Tank
Capacity
1250 Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
> 1 0'
N/A
N/A
LIFT STATION
hl+ea acturer Capacity
Remarks *See septic profile for depth explanation.
Gal.
System meets all separation requirements.
Alarm location I installed by
Installer
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
Northern Excavation
Drainfield D3034 CO/MTD3034
Inspector L. Tidwell / J. Millette
BENCH MARK (Assumed elevation) 100 ft
Inspection15c 3/17/21 4/14/21
Location and description
dates: 2 nd
r th
Top of foundation @ SW corner
3 4
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
low l
Conditional Approval: Date
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Septic System
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Approved—'��- Date Z"
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12/7/21
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Note: this approval does not include well permit requirements.
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PERMIT # OSP211045
PID # 050-315-72
ORIGINAL GRADE WAS DISTURBED PRIOR TO
CONSTRUCTION. BOTTOM OF TEST HOLE
ELEVATION USED FOR DEPTH REFERENCE
89.3 FINISH GRADE
1— O
15U
85.1 85.1
DRAINFIELD ROCK
80.1 80.1
63'
NO GROUNDWATER 10/12/15
ED N\\- 73.6
N
E -
PROFILE AS -BUILT
(NO SCALE)
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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: OSP211045
Work Type: WellSeptic Initial
Tax Code Number: 05031572000
Site Legal Address: ROSEBERRY RIDGE ESTATES.#1 LT 4 G:0155
Site Mailing Address:
Owner: BRAENDEL BYPASS TRUST
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
��»entT
-,
(�N111111n
v
Department
Lot Size in Sq Ft:
Total Bedrooms:
2/25/2021
2/25/2022
126461
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 By: /
Issued By:
Date:
Date: 2_/g_./ -A
4
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 050-315-72
Property owner(s) BYPASS BRAENDEL TRUST Day phone 229-8117
Mailing address 11174 Kaskanak Dr, Eagle River, AK 99577
Site address NHN Mount Magnificent Circle
Legal description (Sub'd., Block & Lot) Roseberry Ridge Estates Sub #1, Lot 4
Legal description (Township, Range & Section)
Lot Size 126,461 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial R
Single Family (SF) ❑X
Septic Tank
R
Upgrade El(w/wo
ADU)
Holding Tank
ElRenewal
❑
Duplex (D) El
Privy
❑
Multiple Dwellings ❑
(SF and/or D)
Private Well
❑x
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: $820
Date of Payment:
Receipt_ Number: d 1 0 fl
Permit No. OSP211045
Permit App_,:- : , _.:c
Waiver Fees:
Date of Payment: _
Receipt Number:
Waiver No.
February 23, 2021
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
2/23/21
Subject: Roseberry Ridge Est Sub #1, Lot 4 – Mount Magnificent Cir.
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 4-bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate sites. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot is fairly contoured with slopes greater than 25%. A septic feasibility
study was done on the subdivision that addresses the septic design as well as excessive slopes. We
have reflected that same septic design on our plan with a slightly longer field, per owner’s request,
and have attached a confirmation test hole as well. Contour lines are shown on the site plan
showing 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 greater than 100’ from all wells and surface water. The alternate sites are
located greater than 10’ away from the primary site, and the tank will be a minimum of 5’ from all
proposed trenches.
Please refer to the attached plan, profile page, and test hole log for the septic design. If this design
is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211045, Deb Wockenfuss, 02/25/21
NOTE:
SLOPES & DESIGN HAVE ALREADY BEEN ADDRESSED IN THE SUBDIVISIONS "SOILS INVESTIGATION REPORT".
NO SURFACE WATER WITHIN 50' OF THE SEPTIC SYSTEM.
THERE ARE NO WELLS OR SEPTIC SYSTEMS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY.
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FD - FLOW DIVERTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
1"=50'
100500
FEET
ROSEBERRY RIDGE ESTATES SUB #1, LOT 4
4-
BDR
M
H
O
M
E
CO T
H
2
0
1
6
MOU
NT
2/23/21
MAG
NIFI
C
E
NT
CIR
CLE
15' T&E EASEMEN
T
PUBLIC USE EASEMENT
(DOC. NO. 2013-051795-0)
GUARD RAIL
PROPOSED WELL
100' WELL RADIUS
TH-A 1250-GAL SEPTIC
TANK w/ 20" MANWAY.
FCO
2CO
CO
MT
MT
63' LONG x 3' WIDE, 5' EFFECTIVE
DEPTH ABSORPTION TRENCH
ALTERNATE SITES 1 & 2: CAT II
OR CAT III SYSTEM, APP RATE 4.0
20' LONG x 3' WIDE, 5' EFFECTIVE
DEPTH ABSORPTION TRENCH.
MAINTAIN MINIMUM SEPARATION
DISTANCES FROM TANK: 5' FROM DECK
POSTS & 10' FROM FOUNDATION
≥10'
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211045, Deb Wockenfuss, 02/25/21
ROSEBERRY RIDGE ESTATES SUB #1, LOT 4
TYPICAL TRENCH SECTION
(NO SCALE)
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
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
3'
6"
6"
7' 6"
5'
DESIGN FACTORS:SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW
PERK RATE: 1-5 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
5' DEEP TRENCH SYSTEM
1250-GAL SEPTIC TANK
BOTTOM OF TRENCH: 13' BELOW GRADE
FLOW LINE ELEVATION: 8' BELOW GRADE
TOP OF TRENCH: 6" ABOVE GRADE
600 GPD / 1.2 GPD/SF / 5 DEEP / 2 SIDES = 50 LF TRENCH REQUIRED (63 LF SPECIFIED)
2/23/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211045, Deb Wockenfuss, 02/25/21
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 A
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)
J. MILLETTE
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?-
1.2 6
4 5
1/26/21
1
2
3
4
5
6
GM (SILTY SANDY GRAVEL 2' MINUS)
Professional Engineers Stamp:
NO
NONE
2/5/21
ROSEBERRY RIDGE ESTATES #1 LT 4
1/25/21
050-315-72
MICHAEL QUINN CONSTRUCTION
1:201
2
3
4
5
6
0 0
16 / 6 0
16
1:28
1:36
1:44
1:52
2:01
1' OB
6:45
7:10
7:05
7:12
7:10
7:08
0 0
16 / 6 0
16
0 0
16 / 6 0
16
0 0
16 / 6 0
16
0 0
16 / 6 0
16
0 0
16 / 6 0
16
6 0
16
6 0
16
6 0
16
6 0
16
6 0
16
6 0
16
2/22/21
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211045, Deb Wockenfuss, 02/25/21
_ w
Development Services DepartmentPhone: 907-343-7904
On -Site Water & Wastewater Section _ Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 050-315-72
Expiration Date
3 --1 5--- 2-0Z2-
1. GENERAL INFORMATION
Complete legal description Roseberry Ridge Estates #1, Lot 4
Location (Site address) 19304 Mount Magnificent Cir
Current property owner(s) Michael Quinn Construction Day phone (907) 694-4955
Mailing address PO BOX 772641, Eagle River, AK 99577
Real estate agent Day phone
2. TYPE OF DWELLING:
FE -1 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
0
Private Septic
0
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by:
COSA to be released to the engineer, unless otherwise requested by the engineer.
Date:
COSA Fee $ f oZ d Waiver Fee $
Date of Payment%g�� �D Date of Payment
Receipt Number 05q?0h Receipt Number
COSA# 0 SU 1/ 7 1,2- 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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Forge Engineering Phone (907) 522-7773
Address 1399 W. 34th Ave Suite 101, Anchorage, AK 99503
Engineer's Printed Name Benjamin Schiller, P.E. Date 12/10/21
OF AC``1k
q� 1
/*:49TH •*
6. DSD SIGNATURE ... •` .. • . .
System #1 Approved for bedrooms Ben)aCE 1292
rr>�n5chlller
System #2 Approved for bedrooms �+�;��sfF9. • 12 10521
Disapproved ,�lPROFESSO
Conditional approval for bedrooms, with the following stipulations:
ltllll{!!((((f(
g ON-SITE
IAA
WAST, Orr- ND m
Bio PROOF AM o_
By: Original Certificate Date:_L.2__
Z_ 5 Z
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
Legal Description: Roseberry Ridge Estates #1, Lot 4 Parcel ID: 050-315-72
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system 1
A. WELL DATA
W Well log is filed with Onsite (or attached)
Date drilled 3/23/21
Total depth 320 ft
Cased to 44 ft
Fw-1 Sanitary seal is functioning correctly
0 Wires are properly protected
Casing height (above ground) 24 in.
Date of flow test for COSA 3/23/21
Static water level at beginning of test 30 ft.
Comments
B. TANK DATA
Age of tank(s) <1 years
Tank type/material Septic/Plastic
Measured operating fluid level in septic tank New
limil Standpipes/foundation cleanout per record drawing
Date of pumping Tank installed 4/14/21
D. ABSORPTION FIELD DATA Deep Trench
Which system tested (date installed) 3/17/21
W ALL standpipes present per record drawing
Total measured depth from grade 9.2 ft (max)
Measured depth to pipe invert from grade 4.2 ft (min)
❑ N/A — pressurized field
R Monitor tubes go to bottom of effective. If not, state
depth into effective
R Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced N/A gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
Well production at time of test 1.3 gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes ON No
❑ Coliform bacteria is Negative
Nitrate •462 mg/L ❑ Nitrate less than MRL (ND)
Arsenic ug/L ❑ Arsenic less than MRL (ND)
Collected by Forge Engineering
Date of Sample 12/7/21
C.T STATION
El Require 'nt�
Age of lift station
Lift station material
Comments:
completed
quacy test date
Resul ❑ Pass For bedrooms
Fluid depth for to test in
Water added gal
New depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
Any rejuvenation treatment (past 12 month
If yes, enter date
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'
0✓
Yes
Community Sewer Manhole/Cleanout > 100'
M✓ Yes
if No
ft
❑✓ Yes
if No ft
Neighboring Tank > 100' Yes
if No
ft
Private Sewer/Septic Line > 25' Yes
if No ft
Absorption Field on Lot > 100' Yes
if No
ft
Holding Tank > 100' Yes
if No ft
Neighboring Absorption Fields > 100'
✓J Yes if No ft
Water Main > 10'
Animal Containment > 50' ✓❑ Yes
if No ft
0✓ Yes
if No
ft
✓Q Yes if No ft
Water Service Line > 10'
❑✓
Yes
if No
Manure/Animal Excreta Storage > 100'
If septic tank is under driveway comment below
Community Sewer Main > 75' �✓ Yes
if No
ft
M 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'
Q✓ Yes if No ft
Property Line > 5'
✓�
Yes
if No
ft
Wells on Adjacent Lots:
✓l
Absorption Field > 5'
F-/�
Yes
if No
ft
Private Wells > 100'
✓J Yes if No ft
Water Main > 10'
✓V
Yes
if No
ft
Community Wells > 200'
✓Q Yes if No ft
Water Service Line > 10'
❑✓
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'
E✓
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'
✓l
Yes
if No
ft
Private Wells > 100' ❑✓ Yes if No ft
Water Service Line > 10'
0✓
Yes
if No
ft
Community Wells > 200' ❑✓ Yes if No ft
Surface Water > 100'
0
Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that l have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
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CE 12592
12/10/21
����� PROFESSON
Certified Drilling Log
PDOC CO dba
BILL & COLE
14�►ULLIUAN WATER WELLS
P.O. Box 670269, Chugiak, AK 99567 688-2759
OWNER OF LAND: Braendel Bypass Trust
ADDRESS:
Bore Hole
Data
Depth
From
To
LEGAL DESCRIPTION Roseberry Ridge Estates #1 Lot 4
DATE: 3-23-21
0
2
PERMIT NUMBER: OSP211045 DATE OF ISSUE: 2-25-21
TAX IDENTIFICATION NUMBER2
05031572000
Is well located at approved permit location: ®Yes [—]No
Method of Drilling: ®air rotary ❑cable tool
Depth of Well: 320'
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 44 _ _ feet
Liner type
4
4
8
8
140
140
167
167
291
291
306
Static Water Level: 30 feet
Recovery Rate 1.3 ® gpm ❑ gph
Method of Testing Air
Well Intake Opening Type: ❑ open end ❑open hole
❑ Screened Start feet Stopped
❑ Perforations Start feet Stopped
Grout Type: Bentonite Volume: 250 lbs
Depth: from 2 feet, to 42 feet
306
320
Well Disinfected Upon Completion: ®yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments:
Yield after Hvdro Frac
Shallow Bedrock Surface Seal Per MOA Code
Casing Stickup
Overburden
Broken Bedrock
Bedrock Gray
Bedrock Gray w/ Quartz
Bedrock Gray
Bedrock Gray w/ Quartz
Bedrock Gray
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
Matsu Borough: Department of Environmental Conservation.
Development Services Department
Building Safety Division Q
y
' On -Site Water & Wastewater Program
4700 Elmore Street
P.O. Box 196650
Anchorage, AK 99519-6650 �, ..' '.: T
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P✓;eyor www-muni,orq/onsi e
(907) 343-7904
Pump Installation L®
WeR Drilling Permit Number: j P 2t 0� 5 Date of Is sue: 2
Parcel Identification Number: 050.315_ 1
Legal Description Block Lot
Pump installation Date: 0: - - 5C>__
PropertK�0,wner_Name&.Address;,
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Pump Intake Depth Bel6v Top of Well Casing: 5 feet
Pump 'Manufacturer's Name
Pump Model: CC- 511A3 12 -
Pump Size _�i�hp
Pitless Adapter Burial Depth: —��! feet
Pitless Adapter Manufacturer's Name:
Pitless Adapter Installer:
NVell Disinfected Upon Completion? : 'es 0 No
Method of Disinfection:% �-
Comments:
Pump Installer Name:
-ompany:
Yfailing Address:
-ity:
State:�p: b
kttention: The pump installer shall provide a pump installation log to DSD within 30 days of'pump installation.