HomeMy WebLinkAboutMOUNTAINSIDE VILLAGE #1 BLK 4 LT 12Onsite File
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-Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP181100
PID Number: 020-172-55
Dwelling: ®❑ Single Family (SF)
❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: K New ❑ Upgrade
Name
MARSHELL PEARSON
ABSORPTION FIELD
❑ Deep Trench W Wide Trench E] Bed E] Mound
Site Address
NHN MOUNT MCKINLEY DRIVE, ANCHORAGE AK
❑ Other
Phone
Number of Bedrooms
Soil Rating
depth from original grade
4
0.8 GPDISF
JTotal
8.6/8.8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4.0/4.2 Ft.
Gravel depth beneath pipe
4.0/4.0 Ft.
Subdivision
Block Lot
MOUNTAINSIDE VILLAGE #1
4 12
Fill added above original grade
0/0 Ft.
Gravel length
40.0/40.0 Ft.
Township Range Section
Gravel width
5.0/5.0 Ft.
Beds: Number of Lines
n/a
Distance between lines
n/a Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
800 Ftz
2
14.0 Ft.
Well
100'+
100'+
100'+
TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ANCHORAGE
Capacity
1250 Gal.
Surface Water
100'+
100'+
Material
Number of compartments
Lot Line
5'+
10'+
NA
STEEL
2
Foundation
10'+
I 10'+
LIFT STATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
Electrical installed by
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Installer
RED DOG MASONRY
Drainfield 3034 CO/MT3034
Inspector Pannone Engineering
BENCH MARK (Assumed elevation) 1516 ft
��, 3/14/19
Inspdeat
3/15/19
Location and description
es:
3,d
2nd
4,h
House Trim
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval:
Date
ci"INV,
P�� �F. AC-q&I
4 TH
--.41
iT. f�flri fi Uiri :d
Septic Syster
.-
Approved Gl/
G. Date
Note: this ap oval does not include well permit requirements.
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NOTES: PANNONE ENG SVC, LLC
RECORD DRAWING P.O. BOX 1807 PALMER, AK 99645
PHONE 907 745-8200 FAX (907) 745-8201
MOUNTAINSIDE VILLAGE #1 134 L12
DRAWN --I SRL SITE: NHN MOUNT MCKINLEY DRIVE
MARSHELL PEARSON
SITE PLAN 1120 HUFFMAN RD STE 24-491
ANCHORAGE, AK 99515
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NOTES: PANNONE ENG SVC, LLC
RECORD DRAWING P.O. BOX 1807 PALMER, AK 99645
PHONE 907 745-8200 FAX (907) 745-8201
MOUNTAINSIDE VILLAGE #1 134 L12
DRAWN --I SRL SITE: NHN MOUNT MCKINLEY DRIVE
MARSHELL PEARSON
SITE PLAN 1120 HUFFMAN RD STE 24-491
ANCHORAGE, AK 99515
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NOTES: PANNONE ENG SVC, LLC
RECORD DRAWING P.O. BOX 1807 PALMER, AK 99645
PHONE 907 745-8200 FAX (907) 745-8201
MOUNTAINSIDE VILLAGE #1 134 L12
DRAWN --I SRL SITE: NHN MOUNT MCKINLEY DRIVE
MARSHELL PEARSON
SITE PLAN 1120 HUFFMAN RD STE 24-491
ANCHORAGE, AK 99515
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NOTES: PANNONE ENG SVC LLC REVISIONS DATE
P.O. BOX 102954 ANCHORAGE, AK 99510 c�F 12/03/2019
RECORD DRAWING PHONE 907 272-8218 FAX 907 272-8211 P SCALE
MOUNTAINSIDE VILLAGE #1 B4 L12 * '9� „*
P.I.D. NO
SITE: NHN MOUNT MCKINLEY DRIVE 020-172-55
DRAWN JRL }� annWie PERMIT NO.
MARSHELL PEARSON CE 849 osP181100
SOILS EOG �C 1120 HUFFMAN RD STE 24-491 a SHEET
NOTES ANCHORAGE, AK 99515 3 of 3
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Development Services Department
-
Building Safety Division r
'_.
On -Site !Nater & Wastewater Program
stickup
4700 Elmore Road = -
G
Mark Begich
P.O. Box 196650 Anchorage, AK 99507 S F F E T Y
Mayor
www.muni.org/onsite
silt & gravel
(907) 343-7904
10
Well Log
Permit Number: OSP181100
Date of Issue: 5/31/2018
Date Started: 11/19/18 Dane
Completed: 11/21/18 Is well located at approved permit location? LJ Yes U No
Legal Description: Mountainside Village #1 blk4 lot12 G:3439
Property Owner Name & Address: Pearson Marshell
Attention: The well driller shall provide a well log to DSD within 30 days of completion.
Borehole Data:
Soil Type, Thickness & Water Strata
Depth
From
(ft)
To
Method of Drilling U air rotary U cable tool
Casing type: steel
Wall Thickness: .250 inches
Diameter: 6 inches Depth: 40 feet
Liner Type: '
Diameter: ' inches Depth: - feet
Casing stickup above ground: 2 feet
stickup
0
2
overburden
2
3
silt & gravel
3
10
bedrock
10
265
Static water level (from ground level): 20 feet
Pumping level: feet after
hours pumping gpm
Recovery Rate: 2 gpm
Method of Testing: airlift
Well Intake Opening Type:
F1 Open End n Open Hole
❑ Screened Start feet Stopped feet
F1 Perforations Start feet Stopped feet
Grout Type: entonite Volume:gmnules
Depth: 20' Start 0 feet Stopped 20 feet
Pump: Intake Depth 250 feet
Pump size 3/4 hp Brand Name Grundfos SQE
Well Disinfected Upon Completion? [x] Yes ❑ No
Method of Disinfection: chlorine tablets
Comments: Well was oversized drilled, cased and
outed per muni code.
Well Driller: Hefty Drilling, Inc.
3540 Akula Dr.
Anchorage, AK 99516
Water Sample Results:
Arsenic:
Nitrates:
Total Coliform Bacteria:
Other Bacteria:
ug/L
mg/L
colonies/100mL
col/100mL,
Attention: The well driller shall provide a well log to DSD within 30 days of completion.
Development Services Department
Building Safety Division
�
8 On -Site Water & Wastewater Program o P
° 4700 Elmore Road
P.O. Box 196650 ` ^
Mark Begich Anchorage, AK 99507 s n E T Y
Mayor www.muni.orq/onsite
(907) 343-7904
Pump Installation Log
Well Drilling Permit Number;.O ) 8 1 1 Dt1 Date of Issue:
Parcel Identification Number:
Legal Description n 1 Property Owner Name & Address:
pear�a--, j\AC^re)Y11
II 1 /jl �I Lot �d �,, 3,4 3 q
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: 2SO feet
Pump Manufacturer's Name:
Pump Model: 1,5 S of U� — ?j �0
Pump Size 511, hp
Pitless Adapter Burial Depth: 0 feet
Pitless Adapter Manufacturer's Name: Ce mbeV %3-/ b
Pitless Adapter Installer: N / 4
Well Disinfected Upon Completion?Yes n No
Method of Disinfection:
I
N
Comments:
Pump Installer Name: !� �DIOV,
�✓" 112130
PDB V- XwfivVe, 99511
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
THREAD OF STREAM
100' SEPTIC SETBACKS
Lot 13
SEPTIC PIPES
\�ot 11
s
\ O
79,
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SEAM / \
-__NTS �\ /
9.19' ---� --' -
21'52"W
HOUSE DETAIL
Scale: 1 "=20'
PLOT PLAN _-- AS BUILT X SCALE_ 1� _= 5�� GRID _ SW 3439 Project No. 18-209 65
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates, inc. (907) 522-6476 Phone
(907) 522-4625 Fax �GQ� F �4��Q
Professional Land Surveyors ken0longsurvey.com . , , _ f
jonathan4longsurvey.com afl',�•'••
1 hereby certify that I have surveyed the following described property:
LOT 12, BLOCK 4, MOUNTAINSIDE VILLAGE SUBDIVISION -ADD. No. 1 (PLAT No. 83-348)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on said property except as indicated hereon.
Dated fhis the _ 2_`j 0_1__ Day of -_Q-- r F-1ir` t�1 _, at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49TH��
...................e........:...
nn� KENN H. tt. • oe
Vn F .LS -202. S ov
�th OAR •......•• �a�p
V�q4 �FFSSIONAL �,o
�4�005'�0
AECC963
'%C% 1. L I
r MUNICIPALITY OF ANCHORAGE
�J J
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
may/ http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP181100
Work Type: WellSeptic Initial
Tax Code Number: 02017255000
Effective Date:
Expiration Date
Site Legal Address: MOUNTAINSIDE VILLAGE #1 BLK 4 LT 12 G:3439
Site Mailing Address: 17800 Mount Mc Kinley DR, Anchorage
Owner: PEARSON MARSHELL
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
1%2-1111, 4301-(
1'�%C 11(
�
CO, Is,
�f
1)e1) a1t ment f
5/31/2018
5/31/2019
Lot Size in Sq Ft: 69782
Total Bedrooms: 4
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
Special Provisions: The entire primary and alternate drainfields are not within a 30 foot radius of a percolation
test. An additional percolation test is required prior to construction of the drainfield, in location identified on site
plan. If the results require a design change, construction of the drainfield shall stop pending On-site review and
approval of a change order. Please submit stamped and signed results with the inspection report.
al�j 19 co
cyf L .
Received
Issued By:
Date: Ste` le,
Date: 5 31 1
-.9 "ItL,
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-172-55
Property owner(s) MARSHELL PEARSON
Mailing address 1120 HUFFMAN RD, STE 24-491
Site address NHN MOUNT MCKINLEY DRIVE
Day phone
Legal description (Sub'd., Block & Lot) MOUNTAINSIDE VILLAGE #1 B4 L12
Legal description (Township, Range & Section)
Lot Size 69,782 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
(® all that apply)
Upgrade
Absorption Field
❑X
Septic Tank
❑x
Holding Tank
❑
Privy
❑
Private Well
❑x
Water Storage
❑
APPLICATION IS AN:
Initial
❑X
Upgrade
❑
Renewal
❑
TYPE OF DWELLING:
Single Family (SF) ❑X
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
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.
ignature of property owner or authorized agent)
Permit/Rush Fees: 4 7 q Waiver Fees:
Date of Payment: 5 I Z ! 1 � ? Date of Payment:
Receipt Number: (56900XI Receipt Number:
Permit No. CIS Pi19 11®® Waiver No.
Permit App_-'- : ._.,:c.
Pannone Engineering ServiceS LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panensak.com
February 1, 2019
Subject: MOUNTAINSIDE VILLAGE #1 B4 L12
Initial Septic System and Well Permit Request- Change Order
Design Narrative
This is a design narrative to issue a permit to install an initial septic system and well for this property. The
system will serve a proposed four (4) bedroom house. The system will utilize a new 1250g septic and a
conventional drain field. This lot will be served and the surrounding lots are served by private wells. There
are no wells within 100' of the proposed septic system.
1. Soils. One test hole was performed on the property in 2013 and three nearby test -hole logs were
located by PES. Ground water was not observed to a depth of 16.5' below the surface in the 2013 test
hole after the seven-day water -monitoring period. In the unidentified test hole located 15' to the west
the monitor tube extends 15' below ground surface and is dry. Bedrock was not encountered in the
test hole to 16.5. Based on the results of the percolation test and overall soils appearance in this test
hole and the surrounding test holes, an application rate of 0.8 GPD/SF was used for a conventional
wastewater system in the area of the test hole. Numerous test holes have been performed in the area
and similar soils have been found in all. The slope where this system is located has a very uniform
topography and the nearby creek is at least 20 vertical feet below the system. The engineer will
perform an additional percolation test in the soil strata of the drain field before construction and the
design will be changed if necessary.
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 south to north, with a slope
of approximately 20%-40% in the area of the proposed drainfield. There are steep slopes within 50' of this
system. However the slope (>25% <46%) and infiltration of the system have both been evaluated and
meets the steep slope provisions of the MOA Code.
S. 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.
The proposed installation will not affect the future development of this or the surrounding lots.
ew
.anchorage I'vlailing: P.O. Box. 100217, Anchorage, AK 90510-0217
Palmer Mailing: P.O. Box 1807, Palmer, AK 99645
Telephone: (907) /45-8200 FAY: (907) 745-8201
r-, I
NOTES & SPECIAL PROVISIONS: k0tE5
CHANGE ORDER
1. SCOPE AND SPECIFICATIONS:
mmm�
1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS - S=39i -- S=20i - �a�. --
(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. - S=36% - I --- -
1.2. SCOPE OF WORK: INSTALL NEW 1250g SEPTIC TANK, AND SOIL ABSORPTION SYSTEM. INSTALL WELL 45
1,3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16.5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT S=33% -- -
- -
WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY, 10 D' - -
1.4. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN _ 1 _ `"2 - -
DEVELOPED BY RLS; OR A SURVEY AS -BUILT.
2. CONSTRUCTION SPECIFICATIONS: 0.0
3 6
-
2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY 8E MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM \50',-- -
THOSE USED T4 PREPARE THE DESIGN TRUE NO SCALE 1'= � �
2,2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH SECTION A - A
BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF THE SCALE 1=20° aEvtstous
CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL ------ -�_. � \ \\\ Revs 2sAwr1
-- -- \
2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOILS FROM EXCAVATION. LEVEL CHANGE ORDER 9MAY1asois
ROCK SURFACE TO J:1" PRIOR TO INSTALLING THE PERFORATED PIPE
2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM 43034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 3 FEET OVER THE PIPE AND 4
FEET OVER THE SEPTIC TANK. ONE INCH OF INSULATION MAY BE SUBSTITUTED FOR i FOOT OF SOIL COVER.
2,5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK OR LINES.
2,6. GEOTEXTILE SHALL BE MIRAFI 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM. 1 \
2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL INSTALL ABSORPTION FIELD P 2.8. MATERIAL MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. _�-- �} ,C
2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 29 MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD(2EA)40LFx5.0'Wx4.0'E.D.,9.0'T.D. -V
DOES NOT OCCUR. THE FILL SHALL_ BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS W/ COS & MTS AT ENDS OF FIELD C
PER MOA CODE. �� zo
2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM. ,
2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH.
2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH MOA CODE IF NEEDED.
3. CONTRACTOR RESPONSIBILITIES: J
%� �O 1 oS�o
3.1. 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 - v
WORK.
3.2. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED, TH NK N WN
DRY TO 5'
1
3.3. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. INMT
PRIOR TO NOTIFYING THE ENGINEER. I/ > S i C46!3
/
3.4. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE -
- C1 E--- '•"' >
3.5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS THIP) qq
POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. AT DME OF j
3.6. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS TO THE ENGINEER. THE RED -LINES SHALL INCLUDE 1 CONSTRUCTION >„
PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS.141
3.7. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS RESERVE AREAWTS N
_A _ WW -IC& ®J
A <AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 24LFx5.0'Wx0.5'E.D.,6.0'T.D.
` T � Z
4. 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: 4BR-� U
GRAVE `DRIVFWAY(E)"
5. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING 1S BASED) APPEARS 70 REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN SFD(P) PAD/ q
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. �_ nW
TH PES -.. \ U)
PRIMARY/RESERVE DESIGN TEST HOLE 1 INSTALL 1250G SEPTIC TANK P �- WEL�P
SC91i.8 LOG ---__
z
PARAMETERS W C' —___ �� III
PRIMARY DESIGN PARAMETERS
FILL, MIXED
2 - GM WITH SOME
NO. BEDROOM: 4(600 gpd) 3 ORGANICS
TANK SIZE: 12509
PERC RATE: 6-10 MPI 4
SOIL RATING: 0.8 GPD/SF OR
AREA ROD: 750 SF 5
REDUCTION FACTOR: 0.5
ADJUSTED ABSROPTION AREA• 375 SF 6 ---
-
READING
DATE
CLOCK
TIME
WATER �-
NET 71ME LEVEL NET DROP
READING
1
-
9/17/13
3:05
-- 4.55 -
2
3:15
10 ADN 7.41 2.76
3
3:15 -�-
4.65 -
4
3:25
10 MIN 7.31 2.66
5
3:25
4.65 -
67.26
/ C BEFORE & DCO AND FS / 0
AFTER
ABBREVIATIONS « ,
{� TEST HOLE
(P h n
SYS. TYPE: WIDE TRENCH 4.0`ED // --''� {P) PROPOSED
MIN LENGTH: 75 LF 7 _ E EXISTING
WAS GROUND WATER
$OIL TEST RESUL7SfANALYSiS '� - - — W -ITER_ LINE / WELL RADIUS CO CLEAN OUT N0. n
USE: 8 ENCOUNTERED? N a PERCOLATION RATE 3`& minlinch fpj - /� MT MONITOR TUBE NO. Lj
z
_ `°USE 6 -to minlincfi� _. - - >t ,,,,,,,,,,,_ .- "SS ---- NEW SEPTIC TYP TYPICAL
(2EA)40.OLFxS.O'Wx4.0` E.D., 10.0' 7D 9 -
TOTAL AREA: 400 SF IF YES, AT WHAT (Hydrologic Sails Group: HSG A)
10 GM/ SILTY SAND DEPTH? --NA-' PERC HOLE DIAMETER 6"
SM AND GRAVEL - TEST RUN BETWEEN 5 FT AND 6 FT
- DEPTH TO WATER AFTER TEST RUN FOR OVER AN HOUR, o m
RESERVE DESIGN
MONITORING? - DRY - LAST THREE READINGS PROVIDED. ao o
PARAMETERS(NIC) z �E: =s UN Crl3 L w mz o p a '. ��
�� z _z.
O CS
N0, BEDROOM: 4(600 gpd) 13 � �
TANK SIZE: 15009 ADVANTEX 14 COMMENTS: Test hole excavated by JRs SEPTIC SERVICES. _
PERC RATE: 6-10 MPI - - DRAIN ROCK 6"-- ABOVE PIPE INV
SOIL RATING: 5.0 GPD/SF 15 - PERFORMED BY: S.R PANNONE, PE, I CERTIFY THAT THIS TEST4.0 4'° 0 DRAIN PIPE
AREA ROD: 120 SF _WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND_MUNICIPAL -� FILTER_ FABRIC g a
16 GUIDCINES —IN EFFECT ON THE DATE OF_THIS TEST. --r-- --------
SYS. TYPE: WIDE TRENCH 0.5'ED _ _
MIN LENGTH: 24 LF
7 - BOH1250 g SEPTIC . --- ___ __-__— — _ =___� -_ _ ____ _-- ____--_ __� -
f
do =o
(N)
USE: 8 - TANK x
L E.D., 6.0' TD
TOTAL AREA: 120 ------ - - - -- ---- - -- -- -- f n o
SF t9
---- i ------- SHEET c
20
DATE PERFORMED: 5/23/13 �- -- Pt-3t-^yFILC ----
SCALE: 1'=5' d�V o 1
N maicipality Anchorage
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. BOX 196650 Anchorage, Alaska 99519-6650
343-4?44
February 11, 1993
Waino B. Salo, Jr.
Carol A. Connery
8761 Beachwood Drive
Anchorage, Alaska 99502-5177
Subject: Lot 12 Block 4 Mountainside Village Subdivision
Permit #SW920013, PID #020-172-55
The subject permit, issued February 11, 1992 by this office for a
single family well and/or on-site wastewater system, has
expired as of November 11, 1993.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as-built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $200.00 for an
on-site wastewater permit; $75.00 for a well permit and
$275.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sin~rely, / f
J,btfn Smit~, P~ E. V
enc: Copy of Permit
cc: Arctic Slope Consulting Group
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW920013
DESIGN ENGINEER:ARCTIC SLOPE CONSULTING GROUP
OWNER NAME:ROGERS DANIEL C
OWNER ADDRESS:4155 TUDOR CENTER DR.
ANCHORAGE, AK 99508
DATE ISSUED: 2/11/92
EXPIRATION DATE: 2/11/93
PARCEL ID:02017255
LEGAL DESCRIPTION: MOUNTAINSIDE VILLAGE #1 BLK
4 LT 12
LOT SIZE: 69782 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE liN 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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
January 31, 1992
Mr. Dan Roth
Municipality of Anchorage
Dept. of Health and Human Services
825 L Street
Anchorage, Alaska 99501
Re: Septic System Approval
Lot 12, Block 4, iMountainside Village Subdivision
o 7
-< >
Dear Mr. Roth:
Attached is the permit application for a septic system on the above referenced lot. Below is a
narrative of probable impacts to adjacent properties.
Wells - There are no existing wells within 200 feet of the proposed or future septic
system. None of the adjacent lots have been developed at the current time.
Wastewater System - There are no absorption fields with-in 200 feet of proposed system.
The proposed system will have no effect on the development of the adjacent lots. '
Reserved Space - A furore field could be placed to the north of the proposed field. The
future field would remain outside of the 100 foot boundary of the creek at the north
property line.
Drainag~ - The lot fairly steep(18-20%). Positive drainage away for the field will be
maintained. No concentrated surface water will be directed toward the field. A
minimum of 100 feet will be maintained at all times between the creek and the proposed
field.
The installation of this on-site system will have no probable impacts to adjacent well or septic
systems. The proposed system's separation distance radius will include parts of adjacent lots,
but will not interfere on-ate systems on these lots.
Ve~%ours, ~,~
'
Carey S. ,
S ,& ::,: :
.~O1 Danner Avcmlc,, Suite 200 Ancholage, /\K 99518-3035 (?07)
Permit No,
Page ]'
Municipality of Anchorage
DEPARTMENT'OF'HEALTHAND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O..Box 196650 · Anchorage, Alaska 99519-6850 o Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: . /-~._-t; ~/ ~/~C/~ A[ /~,~o4~.,~,,,~,~,,~e U','/'/~ ~ PID No,:
NDT AN ASBUILT-
PERH_f T DR~/G,
DATE: //2 d/'CZ
PREPARED BY: F?,'?/i,
SUBJECT:
SHT.: t OF
PROJECT:
ARCTIC SLOPE CONSULTING GROUP, INC.
Engineers · Architects · Scientisls · Surveyors
;/2.50
~)dTE ;
/vio A 61'DS,
E- I: Sd.&
301 Drainer Avenue * Anchorage, AK 99518-3035 · PIIONE (907) 349-5148 * FAX (907) 349-4213
A subsidiary of Arctic Slope Regional Corporation
PERFORMED FOP-.: T /~ 3 T fl O A ~
LEGALDESCP. XI:TION: Zo'~' 1~. ~/~c.l'q
SOILS LOG - PERCOLATION TEST
/'7]O0,1(a,D,/~ ]ct.~. [,/,'(Ir~,~ ~ Township, Range, Section: TII^)t fl 3cu/ /35. yq.s;lt
DEPTH
COMMENTS
SLOPE SITE PLAN
t
N
I
WAS GROUND WATER
ENCOUtCFERED?
IF YES, AT WHAT DEPTH?
Depth to Water After
Monitoring?
Date
S
o
P
E
Gross Net Depth lo Net
Reading Date Time Time Water Drop
'ERCOLATION RATE E-z/, ,~ ~d (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~3 ' FT AND 5' / Fl'
PERFOR2vIED BY:_ [("-~l'*'~l-~(.((.k.',¢,5'" "*~;.{kt'~} t /"a, 41,:,~:t ..:,j {;{~5.~(~.[J .... CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND IvIUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
______~__ ARCTIC SLOPE CONSULT[NG CROUP, ['NC.
Engineers · Archit. ec(s · Scientists · Surveyors
LEG,,ULD'-ESCRIPT]ON: I-mt I_~ ~] l O~'.l~ 'hi'If
DEFI'H
SOILS LOG - PERCOLATION TEST
fr)oo,>l,~/,1,5,',~_lt~ V',lf,~je5 Township, Ra nrc, Section:
SLOPE SFFE PLAN
WAS GROUND WATER
ENCOU Nrl'EP~ED?
FF YES, .AT WHAT DEPTH?
Depth to \Vatcr After
Monitoring? ~'iO¢~
Jt N
_ !!
I Gross Net Depth to Net
Reading Date Time Time \Vamr Drop
PERCOLATION R2\TE ,~2 m',,~,,,q (minules/inch) PERC HOLE DIAMETER
PERFOP~MEDBY: '~f[;t\~ hch:-~'~I'IA[N~ I ~-A/'~/ ~1~'~61~- CERTFFY THAT THIS TEST WAS PER. FOR/vIED IN
ACCORD-LNCE WITH ALL STATE AND MUNIC[P.&L GUIDEL. INES IN EFFECT ON THIS DATE. DATE: ~ "~ --~ 2-
ARCTIC SLOPE CONSULTING GROUP, I~NC.
~ngineers · A~chiLects · Scien(isLs , Surveyors
SOILS LOG - PERCOLATION TEST
PEP_FORMED FOR:
LEGAL DESCRIPTION:
DEPTH
T£&T
O~ (.~AAJl6f,
#a/- f. ~ / D^'rE PREFORJ~ED: I/2. t./eig
f~';(~,;r~ }..~2.~,/ /"f~dd~ Ct-~;., ~ ,'r~ '9/,'(/'e,~ ti Township, Range, Section: TI[/O/ ]~ 3(JJ/LIE ~//~i ,Si/
SLOPE SITE PLAN
,I
I
[,I
J
J , __
WAS GROUND WATER
ENCOUNTER_ED?
[F YES, AT xAq{AT DEPTH?
Depth to Water After
Moailocing?
Date
S
T
iI_
,Il
Reading
DaLe
Gross
Time
$;06
Net J DepOt Lo
Time I Water
5
Net
,%
CO~Dv~ENTS
PERCOLATION KATE
TEST RUN BETI%VEEN
(minutes/inch) PERC HOLE DiaMETER ,/~ il
FTAND ~'/Z ~T
PERFORMED BY: _ I'~d,'/ /~}cl,~e~r,o,,ti,~, : ~'t~T__~4~/I~IF~ CERTFFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH AJ~L STATE AND MUNICIPAL GUIDELiNES IN EFFECT ON THIS DATE, DATE: