HomeMy WebLinkAboutWOODHAVEN #3 LT 2Onsite File
Municipality of Anchorage
Community Development Department Page 1 of 3
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: OSP171017 PID Number: 015-282-04/7 ❑✓ New ❑ Upgrade
Name:
Spine[] Homes Inc.
ABSORPTION FIELD
❑ Deep Trench El Shallow Trench El Bed ❑✓ Mound
Address
Marcelle Circle
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.0 GPD/SF
+1.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
+1.5 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision Block Lot
Woodhaven #3 2
Fill added above original grade
3.0 Ft.
Gravel length
30 Ft.
Township Range Section
Gravel width
15.0 Ft.
Beds: Number of Lines
3
Distance between lines
5Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
450 z
Ft
NA
N/A Ft.
Well
147.4
123.3
153.8
N/A
25+
TANK ❑ Septic ❑� S.T.E.P. ❑ Holding ❑� Other
Manufacturer
Anchorage Tank/ Orenco
Capacity
I 15000al.
Surface Water
100+
100+
100+
N/A
Material
Number of compartments
Lot Line
45.2
19.7
45.2
N/A
FIBERGLASS
3
NA
Foundation
13.7
14.3
24
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
50+
50+
50+
N/A
Orenco
750 Gal.
RemarksERS System
Pump on level at
40 in.
Pump off level at
36 in.
High water alarm at
45 in.
Pump make and model
P2005
Electrical Inspections performed by
MoA Building Safety
Installer
PIPE MATERIAL House to tank 3034 drainfiTank to
eld 3034
Pomraining Construction
Draintield 3034 CO/MT 3034
Inspector Pannone Engineering Services
BENCH MARK (Assumed elevation) 368 ft
Inspection est 5/1/17 9/25/17
Location and description
dates: 2"d
3`° 9/25/17 4h 1/25/18
Bottom Trim
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
4� OF Ak okj
Conditional Approval: Date
��G • • • • 4S �i
All
Steven ♦�. F�an norae�101
CE 8149 ;1011
Approved ,, �o=- %r',v� Date AR/0 3 T
inspection Keporr_i-i--iz.00c
DESIGN PARAMETERS I •
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd)
TANK SIZE: 1500g ADVANTEX
W/ AX20 POD
PERC RATE: 7.5 MPI
SOIL RATING: 1 GPD/SF
AREA RQD: 450 SF
SYS. TYPE: BED - 15'W
MIN LENGTH: 30.0 LF
USED:
30 LFx15'WxO.5' E.D., +1.0' TD
TOTAL AREA: 450 SF
W/ t2.0' SAND
I\
J � �
7
_ 10' T&E ES\MTI
I WELL
0
N /
0)
I 123.3I
1 47.4' 3BR
\/2 I. 34'� I_SFD
V K
' 3
\ \ TH-1
(PES)
INSTALLED PRIMARY DRAINFIELD RESERVE(6
301-F x 15'W x 0.5'ED x +1.0'TD
REMOVED ORGANICS AND PLACED t2.0' SAND
INSTALLED MONITOR TUBES AND CLEAN OUTS
REMOVE AND REPLACE FOR RESERVE
AIA
13. 7\
C.7\
9.7?5.2
1 T1
- T2
O -
m
73
A
B
FC
3.8
26.50
T2
24.0
28.0
DCO
25.9
37.0
mi
36.5
40.7
Ci
34.0
16.7
C2
38.60
20
M2
44.80
25.20
C3
45.90
26.60
J � �
7
_ 10' T&E ES\MTI
I WELL
0
N /
0)
I 123.3I
1 47.4' 3BR
\/2 I. 34'� I_SFD
V K
' 3
\ \ TH-1
(PES)
INSTALLED PRIMARY DRAINFIELD RESERVE(6
301-F x 15'W x 0.5'ED x +1.0'TD
REMOVED ORGANICS AND PLACED t2.0' SAND
INSTALLED MONITOR TUBES AND CLEAN OUTS
REMOVE AND REPLACE FOR RESERVE
AIA
13. 7\
C.7\
9.7?5.2
1 T1
- T2
O -
m
73
F.G.
RIGID INSULATION
.-ILTER FABRIC
-4" 0 PERF PIPE
ROCK 6"
o`<
DRIVEWAY\\
TH-3
_ 20 T�&E ESM"
CSLOPE
15' GAS ANO .
WITH AX20 POD
INSTALLED FOUNDATION CLEAN OUT
MARCELLE CIRCLE
a
W W
m
O �
O O
H ZQ
Z
O
� U
1.5
TH 1
1.4 1,5009 11.0.. ..� ,..- c z >c- •..LL-/-LL-93
ADVANTEX REMOVED ORGANICS 2 MoA TYPE II FILL
(FAP) I .-30.0 .:I 88.5 -sr
I
PROFILE 5/15/13
SCALE 1"=10' BOH
O
O
O
O �
W O O
Qp OZ
Z
Q
Z
Q
Q
m Q Z
�W
W
W
nOJ
D UJ
DRAWN BY: ACP
PERMIT N0.
OSP171017
PLAN
Sheet
2OF3
n
n
n O.G./F.G. 96.0
II
n
II I'
F.G.
RIGID INSULATION
.-ILTER FABRIC
-4" 0 PERF PIPE
ROCK 6"
o`<
DRIVEWAY\\
TH-3
_ 20 T�&E ESM"
CSLOPE
15' GAS ANO .
WITH AX20 POD
INSTALLED FOUNDATION CLEAN OUT
MARCELLE CIRCLE
a
W W
m
O �
O O
H ZQ
Z
O
� U
1.5
TH 1
1.4 1,5009 11.0.. ..� ,..- c z >c- •..LL-/-LL-93
ADVANTEX REMOVED ORGANICS 2 MoA TYPE II FILL
(FAP) I .-30.0 .:I 88.5 -sr
I
PROFILE 5/15/13
SCALE 1"=10' BOH
OG
90.5
75.5
SM
NOTES:
PANNONE ENG SVC LLC-�oF
P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
A ���
�c� "''�gs�ll
/�g�P '�yt�
........ /
/
...... .. . • -M
Steven FZ. Pannone
2/28i/2o g•���/
#0 J,•RECE
_
,liiF�/a7pFESS10Np���
Date
2/1s/2o1s
RECORD DRAWING
Scale
WOODHAVEN #3, LOT 2
SPINELL HOMES, INC.
MARCELLE CIRCLE
ANCHORAGE, AK
P.I.D. NO
282-47
DRAWN BY: ACP
PERMIT N0.
OSP171017
PLAN
Sheet
2OF3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
TEST HOLE 1 (PES)
OR I ORGANICS
GM/ SILTY GRAVEL
SM I AND SAND
BOH
DATE PERFORMED: 5/1/17
SOILS LOG - PERCOLATION TEST
SLOPE
X
TH
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? -DRY
DEPTH TO WATER AFTER
MONITORING? -DRY
DATE: 5/8/17
SITE PLAN
TH -1
/ TH-2
/ 5BR
HOUSES a
(P)���,,,�
i
10
SLOPE
TH
X
READING
DATE CLOCK
TIME
NET TIME
WATER
LEVEL
READING
NET DROP
1
5/1/17 2:52
---
4.90
---
2
3:00:21
8.3 MIN
10.90
6
3
3:01
---
4.90
---
4
3:09:20
8.3 MIN
10.90
6
5
3:10
---
4.90
---
6
3:18:24
8.4 MIN
10.90
6
PEROLATION RATE 7.5 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 2 FT AND 3 FT
COMMENTS: Test hole excavated by POMRAINING CONSTRUCTION Prec hole was presoaked.
Test run for at least one hour. Last 3 readings reported.
PERFORMED BY: Steven R. Pannone, P.E. 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 LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
-�`� Nkk
�(�G�F A�'4sll,
49TH *fir
.. — :.. �/
"
% Steven R. Pannone
CE 8149 c�/�
�l>fiF�PROFESSIONP���
Date
2/19/2018
RECORD DRAWING
Scale
NTS
WOODHAVEN #3, LOT 2
SPINELL HOMES, INC.
MARCELLE CIRCLE
ANCHORAGE, AK
P.I.D. NO
15-282-47
PERMIT N0.
OSP171017
SOILS LOG
sheet
3 OF 3
Certified Driijin, Loi
DOC co croa
Ads BULL Z. COLF
lki ULLIVAN WATER WILLS
WCO. Bog 670269, Chuglakt AK 99567 6819-27,58
OWNER OF LAND: - Spinell Homes
ADDRESS: 19()0 W. Nth ML9tS 6lvd4200 Anchorage99s 17
LEGAL DESCRIPTION WoOdhaven#3Lot 2
DATE:4-25-17
80ye
We Data
Depth
Frorn
—
TO
PERM -ti NUMBER: OSPI71017 DATE OF ISSUE: 4/6/17
4/6/17
TAX MENTI':'CATIO"UMSER 015282470DO
1sweli located at approved Permit location- � Yes Flo
Method of Drilling: flairrotaryF]r.blt.1
Depth Of Well: 245'
Casing Type: Steel Wall thickness .250 inches
Diameter: Inches, depth —245 feet
Liner type
Static Water Level: 186 feet
Recovery Rate 20 gpm----= sph
Method of Testinj Air
Well Intake Opening Type: open and open hale
Screened Start feet Stopped
Perforations Start feet Stopped
Grout Type: Bentonite Volume: so lbs
Depth: from 2 feet, to 42 feet
WeRDIsinfected Upon Compieticm: Zyes —L7,0`
Method of Disinfection: Chlorine So PPM
Comments:
0
2
Casing Stickup
2
4
Overburden
4
-i4
64
Silty Sand & Gravei ml/ Cobbles
SF,—
Silt Sand & Gravel v,?/ Clay
91
143
-�.7,dpan w/ Clay
143
31
Hardpan & Cobbles
231
245
fi231
Sand & Grave! Water
Drillers Name: Cole Sullivan
A-77E'�5T*?'3: It is the Tes!)Onsibiflty of the property O',YneF to Submit a copy of the weli 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.
WATER QYALITY TESTING
Comm f' Lo'g—COV100
Nftmtes I - -11 M91L
Am./L
__0
Legal Description
Woodhaven #3 Lot 2
Property Owner Name & Address
SpInell Homes
Pump Installation Date: 9--29-17
Pump Intake Depth Below Top of Well Casing: 230 feet
Pump manufacturer's Name: Grundfos
Pump Model: IOSQEIS-33o
Pump Size: 1.5 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Installer: Pomraning Excavation
Disinfected Upon Completion? 0 yes El no
Method of Disinfection: Chlorine 50 PPm
Comments: Pitless Manufacturer. Martinson
Pump Installers Name: Sullivan Water Welis
Attention. The pump installer shall provide a Pump installation log to the DSD within 30 days of pump installation,
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
Day of , v� of 20_!I, by and between C ,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Aa)at ,f\ �ca � xrtc_ S:S�w�,
located at (legal description).
\_0 Nr S
2. Definitions.
AIteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
CASA, and shall continue while the ANVWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Eguipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Revairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance Drovider aDDroved by the municivalitv and the
manufacturer of the A "S for the entire to of the AWWTS. In addition, it
shall be the responsibility of the Owner during the to of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AVAWS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof,
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: —C° N<�S
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNE
By: % (signature) Date: Z�
r t'� (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT }
The foregoing instrument was acknowledged before me this k day of 3 ,�
20V'V, by C her i 5 qLc A .r
C--,—�
NP]X&(-Y)PUBLIC FOR ALASKA
My Commission expires: _�'d,-
MUNICIPALITY:
By: y�A (art Y (signature)
( tb f c CR Cerro IL (print name)
• . v NOTAtip
X04 M.
• PUBLIG
' �T �6 i i iii,,
Date: a 3 11 Y
Title:
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: OSP171017
Work Type: WellSeptic Initial
Tax Code Number: 01528247000
Site Legal Address: WOODHAVEN #3 LT 2 G:2735
Site Mailing Address: 4091 MARCELLE CIR, Anchorage
Owner: SPINELL HOMES INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
m[nt
Sin
'r.
^ n
cpertntent
Lot Size in Sq Ft:
Total Bedrooms:
4/6/2017
4/6/2018
40001
0 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: A test hole shall be conducted prior to the construction of the septic field. Construction
may proceed at your own risk before the 7 -day water monitoring is complete. Please submit stamped and
signed results with the inspection report/record drawings. If the results require a design change, construction of
the system will stop pending On -Site review and approval.
,11,Received By ez�
Date: 4 T
Date: 1-7
° S
�-� Municipality of Anchorage
p ,
X11,
P.O. Box 196650 • 4700 Elmore Road
Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http:l/www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV171018 COSA#: Permit#:OSP171017
PID#:015-282-47
Legal Description: Woodhaven #3 Lot 2
Engineer: Pannone Engineering Services
Applicant: Spinell Homes
Your request for a waiver of the required 20 feet horizontal separation from the absorption field
down gradient from a subsurface drain has been approved. The approved separation distance is
10.0 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.
..............................................................................I
Waiver is Granted: X Waiver is not Granted:
Date: t °?b 1 7 Approved by: pile""'; (10-t etIl
Name of Reviewer
................................................ 0............................
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF
Community Development Department
Development Services Division 6
On -Site Water & Wastewater Program
z/zz -?�04 AM
ANCHORAGE G . 2�w
Phone: 907
Fax: 90.7
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 015-282-47
Property owner(s) Spinell Homes Inc Day phone
Mailing address 1900 W. Northern Lts Blvd #200, Anchorage, AK 99517
Site address NSN Marcelle Circle
FEB 2 1 2017
Legal description (Sub'd., Block & Lot) Woodhaven #3, Lot 2
Legal description (Township, Range & Section)
Lot Size 40,001 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 ❑
Multiple Dwellings
❑
Privy ❑
(SF and/or D)
Private Well ❑X
Water Storage ❑
THIS APPLICATI UDES A VARIANC`E/IWAIVER REQUEST FOR:
0 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: j07 _ Waiver Fees: 3 a 15
Date of Payment:0,129-_ !� Date of Payment: y/ 5/17
Receipt Number: bv?b�(o6 Receipt Number: D 3 V1 5 G
Permit No. .Spl j /o/ ? Waiver No. 0 SV 1 rl 1 p I$
Permit App_:- :
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steveCdpanen¢ak.com
24 February 2017
Subject: Woodhaven #3, Lot 2
Septic system and well Permit Request
Design Narrative
This is a design narrative for a permit to install an upgrade 1500g Advantextank with an AX20 Pod
and auxiliary pump vault, and absorption field to be issued for this property. Cumently the lot is un-
developed. This lot and the surrounding lots will be served by private wells. There are no wells
within 100' of the septic system.
1. Soils. The subject property is part of a known subdivision. Test holes were excavated on this lot
and the surrounding lots by Michael E. Anderson in 2013.. Due to the proposed layout of the house
and driveway on the lot there is no space for a drain field in the vicinity of the existing test hole. The
test holes to the east and west of the proposed location both had ground -water at a depth of 3'
after the seven day monitoring period, through high ground water, and bedrock was not
encountered. Based on the results of the percolation tests performed on this and the surrounding
lots, and the overall soils appearance; an application rate of 1 gallons/day/square feet was used for
a CAT III wastewater system for this property. The soil reports for the test holes on this lot and lot 3
are included in this design package. I request that a permit be issued based on this soils information
and that a condition be added to the permit to perform an additional test hole in the spring to
verify soils at the location of the proposed installation.
2. Surface Water: There is no surface water within 100 feet of the proposed upgrade system. The
upgrade will maintain at least 100 feet from all surface water and drainage ditches.
3. Topography: The existing topography in the area of the system slopes generally from east to
west at approximately 8% in the area of the proposed septic system.
4. Waiver Request: I request a waiver to allow us to use the new wastewater code allowing 10'
separation from a drain -field to a subsurface drain.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2 of 2
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.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
10T&E ESMT
p
WELL (P) 3 -
I
LOT
PEIGIARY / RESERVE DR,4iijFIELD (P)
3OLF x 15'W x 0.5'ED x +I.O'TD
DOVE ORGANICS AND PLACE ±2.0' SAND
u JSTALL MONITOR TUBEAT EACH CORNER
W W�
3 ,�-
TH—(P)
TH-4
21.(
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM_
NO. BEDROOM: 3 (450 gpd) -
TANK SIZE: 1500g ADVANTEX
W/ AX20 POD & AUX PUMP VAULT
PERC RATE: 80 MPI
SOIL RATING: i GPD/SF
AREA ROD: 450 SF
SYS. TYPE: BED - 15'W
MIN LENGTH: 30.0 LF
USE
30 LFxl5'WxO.5' E.D
TOTAL AREA: 450 SF
W/ ±2.0' SAND
NOTES:
-OR CONSTRUCTION
PLAN
38R
HOUSE
(P)
DRIVEWAY
ISI I II V �TH-3
e s s
20'T&E ESMT
. AND S OPE ESMT
r
4.j 15009 ADVANTEX TANK (P)
\, WITH AX20 POD AND AUX. PUMP VAULT
\ INSTALL FOUNDATION CLEAN OUT
APPROXIMATE LIMITS
OF MOUNDCIRCLE
.. � MARCELLE
Tr
3
I
► LEGEND
3 W WATER LINE/
WELL RADIUS
+1.0' TD s NEW SEPTIC
3 �
i
PANNONE ENG SVC, LLC
P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
WOODHAVEN #3, LOT 2
SPINELL HOMES, INC.
MARCELLE CIRCLE
ANCHORAGE, AK
� !t Therc cuV2 '�
Slop.a 7-2-57.
Ah"
—Pz. PES
ABBREVIATIONS
.TH
TEST HOLE
(P)
PROPOSED
(E)
EXISTING
CO
CLEAN OUT NO.
MT
MONITOR TUBE NO.
TYP
TYPICAL
e
7
1.._50'
... ... ... ....... P.I.D. NO
015-282-47
Steven Pannor+e•� PERMIT N0.
I
CE 8149 '�c•. • �i osan,ov
IfgF•... 'E'er Sheet
1 kx,\ F,'
Sheet
1 OF 2
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 ADVANTEX AND SOIL ABSORPTION SYSTEM. INSTALL WELL.
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 3 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 3 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.
a THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
THE CONTRACTOR SHALL 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.
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.
F. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED–LINE AS–BUILT DRAWINGS TO THE ENGINEEa.
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 REQUIRED 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:
20' RISER
REPOSE ^POD
\ NATIVE: 360CF–RISER 8.16CF–POD 65.3CF= 286.5CF
TYPE II: 159CF–RISER 6.28CF = 152.7CF
i
BED TANK W/
SEWER ROCK _
I•— 2' TYP..
WEIGHT CALCULATIONS
Buoyant Force = Weight of Water Displaced
(((Plx(5.3)'2/4)x10)+17.6)x62.4 PCF = 15,039 # Up
COUNTER WEIGHT
Assume water ® surface – all soil saturated
Assume angle of repose = 20 Degree (WORSE CASE)
Assume bedding does not add to force down
Weight of tank = 1,400 #
Weight of MoA Type II (135 PCF – 62.4 PCF)=72.6 pcf
152.7CF x 72.6 PCF = 11,086 # Down
Weight of Native Soil (120 PCF – 62.4 PCF)=57.6 pcf
286.5CF x 57.6 PCF = 16,502 # Down
Total Weight on Tank = 28,988 # OKI
L1500 ADVANTEX TANK TANK
T7�ANNK BOUYANCY7 T
NOTES: PAMONE ENG �C� LLC —SOF A� 4�l 22ate
/24/20
RucrloN P.O. BOX 100217 ANCHORAGE, AK 99510 S �� qS ��
r'�P' S
PHONE (907) 272-8218 FAX (907) 272-8211 cale * .• *+�/
NTS
.... ... ..:.. P.I.D. NO
WOODHAVEN #3, LOT 2
SPINELL HOMES, INC.
MARCELLE CIRCLE
DESIGN DETAILS ANCHORAGE, AK
CE 8149//
PERMIT N0.
OSP171017
H70FESSt �
Sh2eOF
2
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: WOODHAVEN SUBDIVISION No. 3
PERFORMED FOR: SPINELL HOMES
DATE: 1/25/13 PROJECT No.:
PARCEL ID#: TECHNICIAN: A. HARALA
DEPTH ITEST HOLE No. 3
(feel)
COMMENTS:
OB/OG
SILTY SAND
WITH VARYING SILT
SM
BOH @ 15.5'
WAS GROUND WATER ENCOUNTERED? No
IFYES@WHATDEPTH? S
DEPTH TO WATER AFTER MONITORING: 4 Ls
DATE OF MONITORING: 5/15/13
5/15/14 3'
49th
MICHAEL E. ANDERSON
SITE PLAN
SEE SITE PLAN
i
u
Y
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH To
WATER
( INCHES)
NET DROP
(INCHES)
1/25
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
4:05
2.25"
2
4:35
30
3.50"
1.25"
3
4:36
2.00"
4
5:06
30
3.25"
1.25"
5
5:07
2.125"
6
5:37
30
3.375"
1.25"
PERCOLATION RATE: 24 (MIN/INCH) PERC. HOLE DIA. 811 (INCHES)
TEST RUN BETWEEN: 4 FT. and 5 FT.
SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 3/12/13
DEPTH
(feet)
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
MUNICIPALITY OF ANCHORAGE .
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAIN STREET ANCHORAGE, AK 99519-6650
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: WOODHAVEN SUBDIVISION No. 3
PERFORMED FOR: SPwELL HOMES
DATE: 1122113 PROJECT No.:
PARCEL ID*: TECHNICIAN: A. HARALA
TEST HOLE No. 4
OB/OG
SILTY SAND
WITH VARYING SILT
WAS GROUND WATER ENCOUNTERED? No
IF YES @WH
DEPTH TO WATER AFTER MON
DATE OF MO
SITE PLAN
SEE SITE PLAN
t
i
ITORING: 3•
NITORING: 5/15/13
5/15/14 3'
GROSS TIME NET TIME DEPTH TOWATNET DROP
DATE READING (MINUTES) (MINUTES) (INCHES)
(INCHES)
(INCHES)
1/22 TEST HOLE PRESOAKED PRIOR TO TESTING:
1 10:04 .875"
2 10:34 30 1.625" .75"
3 10:35 1.00"
4 11:05 30 1.75" .75"
5 11:06 1.125"
6 11:36 30 1.875" .75"
PERCOLATION RATE: 40 (MIN/INCH) PERC. HOLE DIA. 811 (INCHES)
TEST RUN BETWEEN. SFT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 3/12/13
WHA
DEPTH
SITE PLAN
SEE SITE PLAN
t
i
ITORING: 3•
NITORING: 5/15/13
5/15/14 3'
GROSS TIME NET TIME DEPTH TOWATNET DROP
DATE READING (MINUTES) (MINUTES) (INCHES)
(INCHES)
(INCHES)
1/22 TEST HOLE PRESOAKED PRIOR TO TESTING:
1 10:04 .875"
2 10:34 30 1.625" .75"
3 10:35 1.00"
4 11:05 30 1.75" .75"
5 11:06 1.125"
6 11:36 30 1.875" .75"
PERCOLATION RATE: 40 (MIN/INCH) PERC. HOLE DIA. 811 (INCHES)
TEST RUN BETWEEN. SFT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 3/12/13
PERCOLATION RATE: 40 (MIN/INCH) PERC. HOLE DIA. 811 (INCHES)
TEST RUN BETWEEN. SFT. and 5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 3/12/13
• Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 015-282-47
1. GENERAL INFORMATION
Complete legal description Woodhaven #3 Lot 2
Location (site address) 4091 Marcelle Cir.
Expiration Date: 197. a o
Current Property owner(s) Spinell Homes, INC Day phone
Mailing address 1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517
Real Estate Agent
2. TYPE OF DWELLING:
x❑ Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
I]
Individual
I]
Individual Water Storage
❑
Holding Tank
❑
Community Class_ Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, wles otherwise requested by the engineer.
COSA Fee Waiver Fee $ _
Date of Payment .2 Date of Payment
Receipt Number D ll Receipt Number
COSA# 6616-R/614� Waiver#
6. STATEMENT OF INSPECTION BY ENGINEER
As cerfifed 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 anchor wastewater
disposal system is (are) sate, functional and adequate for the number of bedrooms and type of structure indicated Mrein. 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
arM/or wastewater disposal system is(am) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at
the time of installation.
In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA COSA
guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test,
and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil
condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions
are outside the control of Me evaluator of this system. Al[ systems eventually fail and satisfactory test results do not guarantee future
performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty
for future performance, nor can we estimate remaining life of the system. The content of Nis report is for the sole benefit of the ovmer listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Ak. 99510
Engineer's Printed Name Steven R Pannone Date 2/9/2018
6. DSD SIGNATURE
.� System #1 Approved for 3 bedrooms
System #2 Approved for _ bedrooms
Disapproved
Conditional approval for _ bedrooms, with the following stipulations:
By: ,,,A —R mm &c tuna Original Certificate Date: 2.3 .201$"
The Municipality of Anchorage Development Services Division (DSD) issues Candidates of Or,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 engineers work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
If more than 1 septic system is on the lot:
COSA Checklist # + of
Structure served by this system_
Certificate of On -Site Systems Approval Checklist
Legal Description: Woodhaven #3 Lot 2
A. WELL DATA
Well type Private If A, B, or C provide PWSID #
Date completed 4/25/2017 Sanitary seal (YIN) Y
Total depth 245 ft. Cased to 245 ft.
FROM WELL LOG
Date of test 4/25/2017
Static water level 186 ft.
Well production 20 g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100mL Nitrate 1.17 mg/L
Arsenic ND ug/L Dateofsample:1/25/2018
B. SEPTIC/HOLDING TANK DATA
Parcel ID: 015-282-47
Well Log (YIN) Y
Wires properly protected (YM) Y
Casing height (above ground) 24 in.
AT INSPECTION
NEW
NEW ft.
NEW g.p.m.
Collected by: PES
Tank Type/Material ADVANTEX/FIBERGLASS Date installed 5/1/2017
Tank size 1500 gal. Number of Compartments 2 Cleanouls (YIN) Y
Foundation cleanout (YIN) Y Depression over tank (YM) N High water alarm (YIN) Y
Date of pumping NEW Pumper N/A
C. ABSORPTION FIELD DATA
Date installed 5/1/2017 Soil rating (g.p.d./ft'or ft'/bdnn) 1 GPD/SF System type MOUND/BED
Length 30 ft. Width 15 ft. Gravel below pipe 0.5 ft.
Total depth +1 ft. Eff. absorption area 450 fe Monitoring tube Y Depression over field N
Date of adequacy test NEW Results(Pass/Fail) For bedrooms
Fluid depth in absorption field before test _ in. Water added gal. New depth_ in.
Elapsed Time: min. Final Fluid depth in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) N If yes, give date
D. LIFT STATION
Date installed 5/1 /2017 Size in gallons 750 Manhole/Access (YIN) Y
"Pump on" level at 40 in. "Pump ofP level at 36 in. High water alarm level at 45 in.
Datum Bottom of Tank C cles tested NeW Meets alarm & circuli Y
Y requirements
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot 100+
On adjacent lots 100+
Absorption field on lot 100+
On adjacent lots 100+
Public sewer main 75+
Public sewer manhole/cleanout 100+
Sewer /septic service line 25+
Holding tank 100+
Animal containment areas 50+
Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5+
Absorption field 5+
Water main 10+ Water service line
10+ Surface water 100+
Wells on adjacent lots 100+
ABSORPTION FIELD ON LOT TO:
Property line 10+ Building foundation 10+ Water main 10+
Water Service line 10+ Surface water 100+
Driveway, parkingtvehicle storage 10+
Curtain drain 50+ Wells on adjacent lots
100+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that / have determined through field inspections and
review of Municipal records that the above systems am in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name Steven Pannone
Date 2/19/2018
COSH canary sheet_2 6-15.doc
lD
C:
PUT NO. 2015-76
WOODHAVEN SUBD., ADDN. NO. 3
LOT 2
40,001 S.F.
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