HomeMy WebLinkAboutPARADISE VALLEY BLK 2 LT 28Onsite File
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Municipality of Anchorage
Community Development Department Page 1 of 2
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: OSP171359 PID Number: 020-423-12 ❑✓ New ❑ Upgrade
Name:
BRIAN & STEPHANIE WILSON
ABSORPTION FIELD
❑ Deep Trench ❑✓ Shallow Trench El Bed El Mound
Address
7548 FOXRIDGE WAY UNIT 7H
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.2 GPD/SF
3 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
1.0 FL
Gravel depth beneath pipe
2•0Ft.
Subdivision Block Lot
PARADISE VALLEY 2 28
Fill added above original grade
3.0 Ft.
Gravel length
27/27 Ft.
Township Range Section
Gravel width
5.0Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
From
Septic
Tank
Absorption
Field
Lift Station
Holding
Tank
Sewer
Line
Total absorption area
270 Ft2
Number of trenches
2
Dist. between trenches
10+ Ft.
well
101.5
104
N/A
N/A
100+
TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1000Ga1.
Surface water
100+
100+
N/A
N/A
Material
Number of compartments
Lot Line
51.0
18.8
N/A
N/A
NA
STEEL
2
Foundation
36.1
51.2
N/A
I N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
50+
50+
N/A
N/A
Gal.
Remarks
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
Installer
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
GROUNDBREAKERS
Drainfield 3034 C01MT 3034
Inspector Pannone Engineering Services
BENCHMARK (Assumed elevation) 1030ft
Inspecion ection 1� 06SEP18 2nd 07SEP18
3`d 170CT18 4t'
Location and description
HOUSE TRIM
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
Conditional Approval: Date
,e ��G -
Steven onn'. eE
Approved `�C,��c C� Date �� 1yLOjy
814d
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Inspection Report_1-1-12.doc
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PANNONE ENG SVC LLC I REVISIONS jDATE
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
PARADISE VALLEY B2 L28
SITE:18747 ENGLAND CIR
BRIAN & STEPHANIE WILSON
7548 FOXRIDGE WAY UNIT 7H
ANCHORAGE, AK 99518
10/30/2018
SCALE
,I, = 60'
P.I.D. NO
020-423-12
PERMIT NO.
OSP 171399
SHEET
2 OF 2
OWNER OFLAND:
ADDRESS:
LEGAL DESCRIPTION
DATE: 6'29'18
pEnMITwuMesx: osp171359 DATE opISSUE: 11-28-
17
VA
PO. Box 670269, Chugiak, AK 99567 688-2759
Brian & Stephanie Wilson
Paradise Valley Block 2 Lot 28
TAX IDENTIFICATION NUMBER 020423I2000
|swell located atapproved permit location: [>,,jYes| |No
f7l��
K4ethodofDrilling: u\Jairromry L�cab|etoo|
Depth ofWell: 271'
CasingType: Steel Wall thickness .250 inches-----' ---
Diameter: G inches, depth 269 fee
Liner type
Static Water Level: 2I5 feet
Recovery Rate lS [\1V\j 9pm | | gph
Method ofTesting Air
Well Intake Opening Type: [x�open end | |openho|e
�l Screened Start feet Stopped
__-
Perforations ��a� feet Stopped
Grout Type: Bentonite Volume: SUlbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: Nyes [_]no
Method ofDisinfection: Chlorine 5OPPM
Comment:
Bore Hole Data
Depth
From To
|4 |48 |
202 264
264 27
Casing Stickup
Overburden
Silty Sand &Gravel
Silty Sand & Gravel w/Clay
Clay & Gravel Damp
Hardpan
Silty Sand & Gravel w/Clay
Silty Sand &Gravel
Silty Sand & Gravel w/Clay
Sand &Gravel
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well |nO to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
K4atSuBorough: Department of[nvinonmenta|Conservation. �
Well Drilling Permit Number: SW OSPI71359 Date of Issue 11-28-17
Parcel identification Number: 02042312000
Legal Description
Paradise Valley Block 2 Lot 28
11 Pump Installation Date: 10-3-18
U Pump intake Depth Below Top ofWell Casing: 250
11 Pump manufacturer's Name: F&W
UPump Model: 4FIOG10301S
U Pump Size: 1
11 Pitless Adapter Burial Depth: 10
Pb|essAdapter Installer: Ground Breakers
Disinfected Upon Completion? M yes F-1 no
|| Method of Disinfection: Chlorine 5OPPM
11 Comments: Pitless Manufacturer: Martinson
11 Pump installers Name: Sullivan Water Wells
Property Owner Name O'Address
Brian Wilson
X�
=
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
�,JN�C1PA"'r�OF, MUNICIPALITY OF ANCHORAGE ,,,,
� \\ On-Site Water&Wastewater Program S.
(4, 1
r \� PO Box 196650 4700 Elmore Road _ '�'
. Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 yr.
http://www.muni.org/onsite
1)cpartnicnt
�N�HON p,E
On-Site Water & Wastewater System Permit
Permit Number: OSP171359 Effective Date: 11/28/2017
Work Type: WellSeptic Initial Expiration Date: 11/28/2018
Tax Code Number: 02042312000
Site Legal Address: PARADISE VALLEY BLK 2 LT 28 G:3538
Site Mailing Address: 6351 England AVE, Anchorage
Owner: WILSON BRIAN M & STEPHANIE A Lot Size in Sq Ft: 18944
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
2 Disposal Field Q Septic Tank 0 Holding Tank 0 Privy ❑ Private Well 0 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
•
tfiReceived By. Al 4- e r Date: f I 2 9 V7
Issued By: J1/4 i Q.. • : 110 Date: T .2011
456 ! 8970
MUNICIPALITY OF ANCHORAGE
NOV 22 21,77
r• y
Community Development Department /l Phone: 907-3i6,'•04 4ti
Development Services Division �.— Fax: 907-343799; Q / g c:‘
On-Site Water& Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-423-12
Property owner(s) BRIAN & STEPHANIE WILSON Day phone
Mailing address 7548 FOXRIDGE WAY UNIT 7H, ANCHORAGE, AK 99518
Site address NHN ENGLAND AVE
Legal description (Sub'd., Block& Lot) PARADISE VALLEY B2 L28
Legal description (Township, Range & Section)
Lot Size 18,944 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(El all that apply)
Absorption Field 0 Initial Single Family (SF) 0
Q Upgrade
(w/wo ADU)
Septic Tank
❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑X
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE I 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: Waiver Fees:
Date of Payment: it/gala Date of Payment:
Receipt Number: da 3/W9 2Receipt Number:
Permit No. QS Pl -13ei Waiver No.
Permit App_ - ::.,c
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@panengak.com
November 20, 2017
Subject: PARADISE VALLEY B2 L28
Initial Septic System & Well Permit Request
Design Narrative
This is a design narrative to issue a permit to install an initial septic system and well to be issued for this
property. The proposed system will serve a proposed three (3) bedroom house. The system will utilize a
new 1250g STEP Tank and an initial drain field. This lot and the surrounding lots are served by private
wells. There are no wells within 100' of the proposed septic system.
1. Soils. PES performed a test hole in the vicinity of this system in October 2017. Ground water was not
observed to a depth of 9.5' below the surface. Bedrock was not encountered in the test hole to 9.5'.
There was no groundwater in the test hole monitoring tube following a check in November 2017 by
PES. Based on the results of the percolation tests and overall soils appearance, an application rate of
1.2 gallons/day/square was used in the area of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water:There is no surface water within 100 feet of the proposed septic tank and drain field.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography on the lot generally slopes from west to east, with a slope of
approximately 3%-7% in the area of the proposed drain field. There are no steep slopes within 50' of this
system.
5. Drawing Markings:The Drawings are marked "For MoA Review Only". When written notification that
the review is complete and that there are no further comments is received from MoA On-Site Department,
the note will be removed and "Issued for Construction" drawings will be issued.
6. The proposed installation will not affect the future development of this or the surrounding lots. If you
have any questions or concerns, please contact me at 272-8218.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
\ \
\ SEPTIC \ ✓! \
AREA \
\j'y ",
\ \\ 9s` *****
"?...z.. \ 27 ) 1 1
O •
\\ \ W I $ TRUE NORM I SCALE :11'- 501
J I li 1 r I \
\� ' 1 I r 1 \
7r_
`1 \\ z –4-.. !r ---11\ rr II
1 \ \ / / --i( LNEL"E')
I f
/ IN TA P / I
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\\ 11/
( / 111 /�
/ I ' JIr�—+ r 1
I I r I 36R I 106.8 r 1
/ I 1 SFD 101.1 I �r \
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/ I 1 I I 29/)1/ r, 30\
I 1 r
III I I
11 �l1 /% � rr 1 �
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1
IImo' I�-7 T ..
I I L 8 / \110201I 1 ..0 SAPEA�
INSTALL 1250G STEP TANK P
__— W/ FC BEFORE & DCO AND FS AFTER /
I
'I / • --I_ . _..._ .
I 46.0 qui INSTALL ABSORPTION FIELD P
RESERVE FIELD BASED (2EA)27LFx5.0 Wx2.0 E.D.,3.0'T.D.
ON AWWTS(NIC) � 10.1 W/ 2"R.I. AND FILL TO PROVIDE 3.0' COVER
15LFx5.O'WxO.5'E.D.,3.O'T.D. / W/ MTs AND COs AT ENDS OF FIELD
1032 110281 110241
I I / ENGLAND Avenue /
DESIGN PARAMETERS I //
/
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 3(450 gpd)
TANK SIZE: 1250g STEP
PERC RATE: 1 MPI _ \
SOIL RATING: 1.2 GPD/SF . N ABBREVIATIONS
AREA RQD: 375 SF
NN..
REDUCTION FACTOR: 0.7 —w w — WAVER LINE / \ TH TEST HOLE
ADJUSTED ABSORPTION AREA: 262.5 — — — — \ WELL"DIUS \ (P) PROPOSED
SYS. TYPE: WIDE TRENCH 2.0'ED i \ (E) EXISTING
MIN LENGTH: 53 LF z —ss —ss NEW SEPTIC \ \ CO CLEAN OUT NO.
/
USE: \ MT MONITOR TUBE NO.
(2EA)27LFx5.0'Wx2.0'E.D.,3.0'TD \ ` TYP TYPICAL
TOTAL AREA: 270 SF \\ I \
NOTES: PANNONE ENG SVC, LLC �, Dote
FOR CONSTRUCTIONoF
P.O. BOX 102954 ANCHORAGE, AK 99510 � 11/20/2017
•.. .�� _
PHONE (907) 272-8218 FAX (907) 272-8211 t•' • �'•. Score
PARADISE VALLEY B2 L28 " ��4 •"ii �"' P D. NO
SITE: NHN ENGLAND AVE 020-423-12
"13everi'12. labnnc*i. PERMIT NO.
DRAWN JRL BRIAN & STEPHANIE WILSON ' CE 8149, OSP171359
7548 FOXRIDGE WAY UNIT 7H i '+�'iE :11/28/201?
SITE PLAN ANCHORAGE, AK 99518. Sheet OF 2
TEST HOLE 1 SOILS LOG — PERCOLATION TEST
OR TOPSOIL SLOPE II \ Ns
FD SITE LAN I
•1 I I •
Brown Silty
SAND & I 1 4' 4
I
2
2 GM/SM GRAVEL I I
3 I I `` ^✓ ' I
4 I \ I V� AA (
5 I 6 8I
SM Silty SAND Y TEST •
1
/
I
7 HOLE 1 ( /
8 /
9 I /
BOH I / /
DATE PERFORMED: 130CT17 I / (
NO GROUNDWATER 11032I [1028] 11024
1
I / ENGLAND Avenue /
I — / —t
SLOPE
WAS GROUND WATER
ENCOUNTERED? N
TH 1
IF YES, AT WHAT
DEPTH? -NA--'
DEPTH TO WATER AFTER
MONITORING? - DRY -
DATE: 17NOV2017
WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 1 (mire/inch)
READING
(Hydrologic Soils Group: HSG A)
1 130CT17 5.900" • PERC HOLE DIAMETER 6"
2 5.89 MIN 11.900" 6" 0.98 • TEST RUN BETWEEN 1.5 FT AND 2.5 FT.
3 5.900" — • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 6.02 MIN 11.900" 6" 1.0
5 5.900"
6 6.03 MIN 11.900" 6" 1.0
COMMENTS:Test hole excavated by GROUNDBREAKERS.
PERFORMED BY:Joseph Lawendowski. 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 Dote
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, A99510
0. 11/20/2017
—
PHONE (907) 272-8218 FAX (907) 272-8211 ••. Scale
- *: ' ' 1. / :* NTS
PARADISE VALLEY B2 L28 14 f ••• P.I.D. NO
SITE: NHN ENGLAND AVE :w \ e20-423-12
DRAWN JRL BRIAN & STEPHANIE WILSONes
;° • "°"�O. PERMIT NO.
CE 8149 OSP171359
7548 FOXRIDGE WAY UNIT 7H `+•' v:11/28/;4
SOILS LOGS ANCHORAGE, AK 99518 Sheet
I 2 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 1250g STEP TANK, AND SOIL ABSORPTION SYSTEM. INSTALL WELL
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 9.5 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 9.5 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.
5. 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.
7. 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.
8. 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.
9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE
ENGINEER. 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.
11. 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:
DATE:
NOTES: PANNONE ENG SVC LLC Dote
FOR MOA REVIEW ONLY P.O. BOX 102954 ANCHORAGE, AK 99510 '� •••. 11/20/2017
PHONE (907) 272-8218 FAX (907) 272-8211 !'•• �4 •. Scale
*,40 t,. /` NTS
PARADISE VALLEY B2 L28 41,0cp tr.. P.Q.D. NO
SITE: NHN ENGLAND AVE Moven•• . �ann�e ' RMIT N3-12
DRAWN JRL BRIAN & STEPHANIE WILSON / CE 8149 ;• PERMIT N0.
' •• OSPXXXXXX
7548 FOXRIDGE WAY UNIT 7H
DESIGN NOTESSheet
ANCHORAGE, AK 99518 3 OF 3