HomeMy WebLinkAboutPOTTER HIGHLANDS PH 2 BLK 3 LT 2Municipality 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: OSP171007 PID Number: 020-281-73 ❑✓ New ❑ Upgrade
Name:
Potter Creek Development LLC
ABSORPTION FIELD
❑ Deep Trench ❑✓ Shallow Trench El Bed ❑Mound
Address
3230 C St First Floor, Anchorage, AK 99503
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
6 GPD/SF
9.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.0 Ft.
Gravel depth beneath pipe
4•OFt.
Subdivision Block Lot
Potter Highlands Ph2 3 2
Fill added above original grade
0 Ft.
Gravel length
20 Ft.
Township Range Section
Gravel width
5Ft.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
200 Ft2
1
N/A Ft.
Well
111.1
108.4
108.4
N/A
25+
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding El Other
Manufacturer
Anchorage Tank/ Orenco
Capacity
150OGal.
Surface Water
100+
100+
100+
N/A
Material
Fiberglass
Number of compartments
2
Lot Line
29.1
10.1
29.1
N/A
NA
Foundation
15.9
30.8
15.9
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
50+
50+
50+
N/A
Anchorage Tank/ Orenco
500 Gal.
Remarks Advantex fully assembled package
Pump on level at
43 in.
Pump off level at
40 in.
High water alarm at
45 in.
Pump make and model
P2005
Electrical Inspections performed by
PIPE MATERIAL House to tank 3034Tank to 3034
drainfield
Installer
Hagmeier Homes
Drainfield 3034 CO/MT 3034
Inspector Pannone Engineering Services
BENCHMARK (Assumed elevation) 100ft
Inspection 5.
1 8/16/17 8/17/17
Location and description
god
dates:
Garage FF
3`d 8/18/17 4.n
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
OF qC ll
Conditional Approval: Date
• :Q����}
���4'<<G.
J • • �teven •�. •�annoRe•
D _1
CE 49
AW
�, �qRp
Approve Date
4
Inspection Report_1-1-12.doc
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TIC AREA`(E)\`
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i
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r/f I j I I o I `
i�r' cp�/ o NEW WELL \ \ \ \ \ \ \
40
03
•' ' ' o rl l A/ NE
4BR 108.4 LbT 2
FCO\ HOUSE /
NEW 1500g ADVANTEX TANKr
WITH AX20 POD B DRIVEWAY 1 �/
J INSTALLED FOUNDATION CLEAN OUT LS
AND POST -TANK DOUBLE CLEAN OUT DCO
/. PRIMARY / RESERVE DRAINFIELD (P)• �p C1
- - --20LF x 5'W x 4.0'ED-x-9'TD- r
INSTALL CLEAN OUT AND MONITOR TUBE M2
AT EACH END
I I zz
/
TH-924
DESIGN PARAMETERS I \
PRIMARY/RESERVE SEPTIC SYSTEM 1 I I J
NO. BEDROOM: 4 (600 gpd) LOT VACANT .I
TANK SIZE: 1500g ADVANTEX 1 ` NO WELLS OR SEPTICS I I
AX20 POD I I I /
SERC RATE: 4.3 MPI
SOIL RATING: 6GPD/SF
, 1 / i
/�• I
I /\ /,
\
I
I
AREA RQD: 100 SF
\\ \ LEGEND
'ABBREVIATIONS
SYS. TYPE: 5'W TRENCH 4.0'ED
I TH
TEST HOLE
�RF: 0.50
\ \ C
WATER LINE/
(P)
PROPOSED
MIN LENGTH: 7.5 LF
WELL RADIUS
� '(E)
EXISTING
U\ SED-
\
\ i \gg NEW SEPTIC
CO
CLEAN OUT N0.
20 LFx5'Wx4.0' E.D., 9.0' TD\77
\
/ \ \
MT
MONITOR TUBE NO.
TOTAL AREA: 200 SF
• t -IL\
TYP
TYPICAL
1 I I I
NOTES:PANNONE ENG SVC, LLC Date
RECORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 r '�� 4s�1` o/is/2oi7
PHONE (907) 272-8218 FAX 907) 272-8211 j g.Qy++, Scale 50
/ * 49 k
..'.... :.. P.I.D. NO
POTTER HIGHLANDS PHASE 2, BLOCK 3, LOT Z./—.. nn 'n 020-281-73
POTTER CREEK DEVELOPMENT LLC �� Steven Pannone PERMIT N0.
*.. CE 8149 -#
�� OSP171007
POTTER VALLEY ROAD f� s %
PLAN ANCHORAGE, AK 99516 (l\�R�oSSioNP�= Aw sheet
2 OF 3
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OF- Z m m
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Q J Z Of Of O
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a a
OU w DU O O Ld
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97.7 TH-924
-96.6-OG/FG-96.6-
-1.5 OR
94.3 NEW 15008 F.A.P.
ADVANTEX TANK s1 s
(INSULATED) 91.6
GP/
GM
87.6 TRENCH SEE DESIGN 87.6
PROFILE
-15.0 81.6
NOTES: PAMONE ENG SVC, LLCA�l 0/19/2017
RECORD DRAWING ..
P.O. BOX 100217 ANCHORAGE, AK 99510 �,�Q� • �s� �h Scale
PHONE (907) 272-8218 FAX (907) 272-8211 * .49 Y NTS
.... " ..P.I.D. NO
POTTER HIGHLANDS PHASE 2, BLOCK 3, LOT -Z-0 .. 020-281-73
POTTER CREEK DEVELOPMENT LLC /
Steven R. Pannone PERMIT NO.
tis CE 8149 �� // OSP171007
POTTER VALLEY ROAD + _
DESIGN DETAILS ANCHORAGE, AK 99516ll>tl�Fo)9?oFES'SiU0-Sheet
3OF3
Alpine Drilling & Enterprises
Well Log
Permit Number: #SW171007 Date ofIssue: Parcel Identification Number: 02028173000
Date Started: 5-15-17 Date Completed: 5-17-17 Is well located at approved permit location? x Yes [-I No
Legal Description: Potter Highlands Phase 2 Block 3 Lott
Property Owner Name & Address; Potter Creek Development LLC - Hagmeier Homes
3220 C Street First Floor
Anrhomap - Alaska .9.950.1
Borehole Data: 'Depth (ft)
Method of Drilling x air rotary' E] cable toot
Soil Type, Thickness & Water Strata From To
Casing type: steel
stick-up 0 2
Wall Thickness: .250 inches
gravell)i cobbly silt 2 44
Diameter: 6 inches Depth: 47 feet
—
Liner Type:._
bedrock 44 307
Diameter: inches Depth:. feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 92 feet
Pumping level: 300 feet after
2 hours pumping 5 gpm
Recovery Rate: 5 gpm
Method of Testing: air IiLl.
Well Intake Opening Type:
F-1 Open End x Open Hole
E] Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite-grq4yLes Volume: 2 bzs
–
Depth: Start 0 feet Stopped ? feet
Pump: Intake Depth feet
"l-4TER (QUALITy –1
C oi� I TESTIN(�
Pump size ---- - ------ _ hp Brand Name,
Wrates C01/1 OOML
Well Disinfected Upon Completion? x Yes ❑ No
Mg/L I
Method of,Di;,qiP-fection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage AK 99.511
beveloPinent Services Department
Building Safety vision
On -Site Water & Wastewater Program
4700 Eirnore Road
P.O. Box 196650
Mark Begich Anchorage, AK 99507
Mayor www.!Au!fi.org/otisite,
(907) 343-7904
PUM p Installation Log
Well Drilling Permit Number: SW rrh�
Date of Issue-,
Parcel Identification Number: QAOc� �_17 � 000
L7ma) Description
�t_r l ANY, C�
PUmP Installation Date: 'I
Pump Intake Depth Below Top of Well Casing:Z95 feet
Pump Manufacturer's Name:
Pump Model:
Pump size I hp
Pitless Adapter Burial Depth: feet
Pitless Adapter Manufacturer's Name:
Pitless Adapter Installer:
Well Disinfected Upon Completion? Yes 0 No
Method of Disinfection:
Comments:
Pump Installer Name:
PY�t
rojRerty
e a e Atress:
o3h 1+ � 9q15
Attention: The pump install . er shall provide a pump installation log to the DSD within 30 days of pump installation.
Parcel I.D. 020-281-73
I
Municipality of Anchorage
On -Site Water and Wastewater Program
-
(907) 343-7904 NV A I E I;/,
Certificate of On -Site Systems Approval
Expiration Date: 9 q I
GENERAL INFORMATION
Complete legal description Potter Highlands Phase 2 Block 3 Lot 2
Location (site address) 6185 Potter Valley Rd.
Current Property owner(s) John Hagmeier Homes LLC Day phone
Mailing address
Real Estate Agent
2204 Cleveland Ave. Anchorage, AK 99517
2. TYPE OF DWELLING:
Fx_j Single Family (w/wo ADU)
❑ Duplex
M Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
ME=
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
El
Individual
�
Individual Water Storage
D
Holding Tank
0
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
--.-
Received
eqence:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $_
Date of Payment
Receipt Number
COSA #
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
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.
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 the evaluator of this system. All 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 this report is for the sole benefit of the owner listed
above.
Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218
Address P.O. Box 100217, Anchorage Alk. 99510
Engineer's Printed Name Steven R Pannone
6. DSD SIGNATURE
Date 5/21/2018
{
System #1 Approved for bedrooms -Steven R. Pannone
I �
System #2 Approved for bedrooms 9s CE -8149
oa
Disapproved ���'OFFSSIO���".
.-
Conditional approval for bedrooms, with the following stipulations:
BY: Original Certificate Date:
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.
ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet r c
If more than 1 septic system is on the lot:
COSA Checklist # 1 of
Structure served by this system 1
Certificate of On -Site Systems Approval Checklist
Legal Description: Potter Highlands Phase 2 Block 3 Lot 2
A. WELL DATA
Parcel ID: 020-281-73
Well type Private If A, B, or C provide PWSID # Well Log (Y/N) Y
Date completed 5/17/2017 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y
Total depth 307 ft. Cased to 47 ft. Casing height (above ground) 24 in.
FROM WELL LOG
Date of test 5/17/2017
Static water level 92
Well production 5
WATER SAMPLE RESULTS:
AT INSPECTION
NEW
ft. ft.
Coliform NEG colonies/100 mL Nitrate 2.29 mg/L
Arsenic ND ug/L Date of sample: 10/6&9/2017
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material AdvanteX/Fiberg lass
Tank size 1500 gal. Number of Compartments 2
Foundation cleanout (Y/N) Y Depression over tank (Y/N) N
Date of pumping NEW Pumper N/A
MOM
Collected by: PES
Date installed 8/17/2017
Cleanouts (Y/N) Y
High water alarm (Y/N) Y
C. ABSORPTION FIELD DATA
Date installed 8/17/2017 Soil rating (g.p.d./ft2 or ft2/bdrm) 6 GPD/SF System type Shallow Trench
Length 20 ft. Width 5 ft. Gravel below pipe 4 ft.
Total depth 9 ft. Eff. absorption area 200 ft2 Monitoring tube Y Depression over field N
Date of adequacy test NEW Results (Pass/Fail) For 4 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.) (Y/N & type) If yes, give date
D. LIFT STATION
A/17�01�
Date installed "' ' ' '~-~ ' '
- ���
"Pump level at ^ in.
Datum Bottom nfTank
WELL ONLOT TO:
Size ingallons 500
"Pump off' 4U
����__
Cycles tested New
Septic tank/lift station onlot 100+
Absorption field onlot 100+
+
Public 75+nnawermain ~
Sewer /septic service line 25+Animal containment areas
5O+
__ Manho�/Aoceao�YN)Y
45
in. High water alarm level at
Meets alarm & circuit requirements? Y
On adjacent lots s '~~
Onadjacent |ot100f
a ~~
Public sewer manhole/cleanout 400+
f
Holding tank '~~ 1OO
Manure/animal excrete storage areas 100+
SEPTIC/HOLDING TANK ONLOT TO:
Building foundation 5* Property line 5+
VV
VV1O�
Water '~ Water service 1D+
ioe|ine '~
Wells onadjacent lots 100f
ABSORPTION FIELD 0NLOT TO:
Of
Property 10+ � 8uUdingfmundation10+
Water Service line 10+ Surf1ODf
Surface '~`
�0+
Curtain drain ~~ Wells on adjacent lots 100f
F. COMMENTS
G. ENGINEER'S CERTIFICATION
/oedify that /have determined through field inspections and
review of 80/nkcioo/ records that the above oyohpmo are /n
conformance with MOA COSAguidelines /neffect onthis date.
Engineer's Printed Name Steven
Date 10/13yJ017
CoSxcanary oxeaLu-6'1o.doo
Absorption field 5+
Surface water 1O0+
Water main '~ 1810+
Driveway, parking/vehicle storage 1Of
In
Tx
r ei M -a a
f
A.C. DRIVE
IN
•
+1
IN