HomeMy WebLinkAboutJUNIPER VALLEY BLK 4 LT 1 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: OSP171185 PID Number: 050-751-48 ❑✓ New ❑ Upgrade
Name:
ROBERT& JANICE DOLAN ABSORPTION FIELD
• Address
4115 MARIAN DRIVE ❑ Deep Trench E Shallow Trench ❑ Bed ❑ Mound
✓❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
4 0.8 GPDISF 3.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 1.0 Ft. 2.0 Ft.
JUNIPER VALLEY 4 1 Fill added above original grade Gravel length
Township Range Section 1.5+/-Ft. 55 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 5.OFt. N/A N/A pt.
To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches
Tank Field Lift Station Tank Line 786 2 2
From Ft 10Ft.
•
Well 151.0 163.7 161.1 N/A 137.3 TANK O Septic O S.T.E.P. O Holding O Other
Manufacturer Capacity
Surface Water 100+ 100+ 100+ N/A ANCHORAGE TANK 2�C.:Gal.Material Number of compart
Lot Line 121.9 66.0 122.0 I N/A STEEL 2
NA
Foundation 11.4 26.7 21.5 N/A LIFT STATION
Manufacturer Capacity
Curtain Drain 50+ 50+ 50+ N/A ORENCO 250 Gal.
Pump on level at Pump off level at High water alarm at
Remarks
40 in. 36 in. 45 in.
Pump make and model Electrical Inspections performed by
• P2005
,
PIPE MATERIAL House to tankTank to
Installer 3034 drainfield 3034
POMRANING EXCAVATION Drainfield 3034 COIMT 3034
Inspector PES BENCH MARK (Assumed elevation) 92ft
Inspection „ Location and description
dates: 1 8/15/17 2nd 8/15/17
Sd 8/15/17 4'h 7/27/18 AT HOUSE POINT B
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp
Conditional Approval: Date ,,:,-.4.._•O. A_ l)
36
4 . .orI
r� ��Steven .�.•'annorae �+
4D 6�,•. CE 81490
Approved 6,„,% Date Otfh ���1 ` � .�
Inspection Report_1-1-12.doc
N. \ \ \ '7
WELL PROTECTION ` I
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INSTALLED 1500q S.T.E.P. TANK v \ \
\ . 4BR W/ FC BEFORE
1/4 `HOUSE
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Ne.w _ -..W �j 2 C3 v
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DESIGN PARAMETERS Fc �� `L 30 1 RESERVE FIELD BASED ON CATIII
PRIMARY/RESERVE SEPTIC SYSTEM ,�� '1� ,�+� NIC \
NO. BEDROOM: 4 (600 gpd) C1;/ � TH-1
TANK SIZE: 1,250g s
M s \ LIMIT OF FILL
\PERC RATE: 10.4 MPI \ •
SOIL RATING: 0.8 GPD/SF \11.2 ,s, ,r,, A B
'AREA RQD: 750 SF s
C2
SYS. TYPE: WIDE TRENCH 2.0'ED \\ - 14��� M4 FC 5.0 22.8
Ti• 15.5 23.5
RF: 0.70 \ ,
MIN LENGTH: 105 LF \�-- T2 22.8 27.0
LS 24.8 28.4
USED: 4 6., 0 C1 27.4 39.9
\(2EA) 55 LFx5'Wx2.0' E.D., 3.0' TD
TOTAL AREA: 786 SF INSTA_L /� BRAIN Fl _D M1 27.6 39.4
1500g S.T.E.P. (2EA) 55LF x 5.0'W x 2.0'ED x 3.0'TD C2 84.7 87.3
ADDED FILL AND 2" R.I. ' . C3 54.6 41.7
`RESERVE: NIC ��� // M3 55.1 43.3
BASED ON CAT III c,E-� C4 97.0 95.2
•
_17LF x 5'W x 2.0'ED., 3.0'TD V , . �' / ,,.1/4SC0//'
M4 97.1 94.7
w w
M DRAIN ROCK 6" m=
0" D 1- j j ABOVE PIPE INV
D 0 0
O Z 0 Z Q Z O 4"0 DRAIN PIPF O 0
OJ _1 w _ FILTER FABRIC o g
Et;U 0 00.FG. V U V m 2"R.I M 0
92:82.5
- 84.0 - - - - 72:80.0
_ TEST
HOLE 1
OR ORGANICS
!~ 71:94.0 2.0'SEWER ROCK I _.11;_14..9
T2:79.0 12:79.0 ,_
SILTY
79.4 1500g S.T.E.P. ,_ CM GRAVEL
AN
TANK PROFILE ,- 'D
SCALE:NTS •- -8 5
• 6/23/17
DATE
PERFORMED:
6/15/17
NOTES: _������\ Date
RECORD DRAWING PANNONE ENG SVC, LLC OF AL \l 8/22/2018
P.O. BOX 100217 ANCHORAGE, AK 99510 ,17-,c .. qs �i
PHONE (907) 272-8218 FAX (907) 272-8211 j G)P TM ��; y�+, Scale 50
DRAWN BY: *: /. .
ACP %"' .49P ce , P.I.D. NO
- JUNIPER VALLEY, BLOCK 4, LOT 1 . ! /050-751-48
ROBERT & JANIS DOLAN , Steven R. Ponnorae� PERMIT NO.
6 �'�•. CE 8149 . / OSP.171185
NSN MARIAN DRIVE �, �s�. i
PLAN EAGLE RIVER, AK 99577 ,i>1` P�OFESSI�P• -'r Sheet
I '�\W"21 2OF2
Certified Drilling Log
DOC CO dba
1 B"Lc��1ULLIVAN WATER WELLS
✓
M P.O. Box 670269, Chugiak,AK 99567 688-2759
OWNER OF LAND: Rob Dolan Bore Hole Data
ADDRESS: Depth
LEGAL DESCRIPTION Juniper Valley Block 4 Lot 1 From To
DATE: 8-14-17 0 2 Casing Stickup
PERMIT NUMBER: OSP171185 DATE OF ISSUE: 7-19-17
TAX IDENTIFICATION NUMBER 05075148000 2 4 Overburden
Is well located at approved permit location: Yes[No 4 6 Fill
Method of Drilling: ®air rotary ncable tool 6 72 Tight Sand &Gravel w/Boulders
Depth of Well: 404' 72 79 Silty Sand &Gravel w/Cobbles
Casing Type: Steel Wall thickness _250 inches 79 81 Boulder
Diameter: 6 inches, depth 204 feet
Liner type 4.5" 2Ci1 To 'lC�N Pea.C5
81 92 Silty Sand &Gravel
Static Water Level: 215 feet 92 121 Silty Sand &Gravel Boulders &Clay
Recovery Rate 5 M gpm gph 121 159 Hardpan &Cobbles
Method of Testing Air 159 197 Hardpan w/Cobbles& Clay
Well Intake Opening Type: open end Mopen hole
Ti Screened Start feet Stopped 197 221 Bedrock Broken
❑ Perforations Start feet Stopped 221 246 Bedrock Gray w/Quartz
Grout Type: Bentonite Volume: 50 lbs 246 262 Bedrock Gray Fractures
Depth:from 2 feet,to 42 feet
Well Disinfected Upon Completion: ®yes j no 262 304 Bedrock Gray w/Quartz
Method of Disinfection: Chlorine SO PPM 304 379 Bedrock Gray
379 404 Bedrock Gray w/Quartz& Fractures
Comments:
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough:Department of Environmental Conservation.
DOC CO don
01110BtLL itrAhi.4,,,, ULLWATER WELLS
le
P.O. Box 670269,Chugiak,AK 99567 688-2759
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number:SW 0SP171185 Date of Issue 7-19-17
Parcel Identification Number: 05075148000
Legal Description Property Owner Name &Address
Juniper Valley Block 4 Lot 1 Rob Dolan
Pump Installation Date: 1-11-18
Pump Intake Depth Below Top of Well Casing: 390 feet
Pump manufacturer's Name: Grundfos
Pump Model: 10SQE15-330
Pump Size: 1.5 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Installer: Northern Excavation
Disinfected Upon Completion? ® yes ❑ no
Method of Disinfection: Chlorine 50 PPM
Comments: Pitless Manufacturer: Martinson
Pump Installers Name: Sullivan Water Wells
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
I
SGS Ref.# 1184174001
Client Name Pannone Eng. Srv. Printed Date/Time 08/03/2018 16:11
Project Name/# Pannone Eng Svc Collected Date/Time 08/02/2018 14:00
Client Sample ID 4115 Mariah Drive Received Date/Time 08/02/2018 15:04
Matrix Drinking Water Technical Director Stephen C.Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date /nit
Microbiology Laboratory
E.Coli Negative I 100mL SM21 9223B A 08/02/18 K.W
Total Coliform Negative I 100mL SM21 922313 A 08/02/18 K.W
I
sG 1
SGS Ref.# 1184027001
Client Name Pannone Eng. Srv. Printed Date/Time 07/31/2018 16:57
Project Name/# 4115 Mariah Dr Collected Date/Time 07/27/2018 10:00
Client Sample ID 4115 Mariah Dr Received Date/Time 07/27/2018 16:27
Matrix Drinking Water Technical Director Stephen C.Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date brit
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8 C (<10) 07/30/18 07/30/18 DSH
Waters Department
Total Nitrate/Nitrite-N ND 0.100 mg/L SM21 4500NO3-F B (<10) 07/30/18 AYC
Microbiology Laboratory
E.Coli Negative 1 100mL SM21 9223B A 07/27/18 K.W
Total Coliform Positive 1 100mL SM21 9223B A 07/27/18 K.W
LEGEND
" i R=20.00' Y Y Y Y
.40 •
/
L=45.75' SLOPE
,ya T=43.95' G UNDERGROUND GAS LINE
0) D=131'03'51" OHI OVERHEAD LINE
i I POWER POLE
��n3h �/ �sv SEWER VENT
°co CLEAN OUT
WELL
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II
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w WOOD
I ,DECK o FRAME X91
L
I /--'- BUILDING
I ' ,9/ 3 o
Z
I 5.1j /41.
aNI Ir '', 16 R=270.22'
txI " T=68.74'
DECKD=2832'38"
w1
60' R.O.W I Isv
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I LIFT
STATION
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1_, JUNIPER VALLEY SUBDIVISION 'o
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S58 49'11"W 285.01'
+�� We‘rN� NOTES; LOT 2
+s\ ..••• "ALq`1 1. SURVEY CERTIFICATION: RODNEY P. KINNEY ASSOCIATES
/, . '' s• 1 INC. HAS CONDUCTED A PHYSICAL SURVEY OF THIS
* 4 ,� ,�,', IMPROVEMENTS PROPERTY AS SHOWN
ON THIS D THEREONAWING AND ARE WITHINTTHE THE
/ PROPERTY LINES AND NO ENCROACHMENTS EXIST
/ /_OTHER THAN NOTED.
4 2. EXCLUSION NOTES: IT IS THE OWNERS RESPONSIBILITY
Ij •. Clark E. Kinney .' o/ TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, GRAPHIC SCALE
11‘:'•,i;
; '•. LS-1 60 'j COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ya 0 25 50
1 of 7 ,/.q ..• j ON THE RECORDED SUBDIVISION PLAT. NOTE: UNDER NO _ _ —
1\\ ,�7• '' � CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED ME
ofessic1i FOR THE CONSTRUCTION OR FOR THE ESTABLISHING OF
IIIMMI
\�N�W�l�l PROPERTY LINES. 1 inch = 50 feet
LOT 1, BLOCK 4 AS—BUILT `
�+
IIPK.A JUNIPER VALLEY SUBDIVISION
(PLAT 82-49)
hill��ll 7/24/2018 FIGURE 1
��Swwnr ANCHORAGE RECORDING DISTRICT
�J,`"v.`/irof MUNICIPALITY OF ANCHORAGE ,iv%crit ,
1 On-Site Water&Wastewater Program �0 'S;^
PO Box 196650 4700 Elmore Road �.
t; Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� r,
t x http://www.muni.org/onsite
ehartmen t
4NCNOP'GE
On-Site Water & Wastewater System Permit
Permit Number: OSP171185 Effective Date: 7/19/2017
Work Type: WellSeptic Initial Expiration Date: 7/19/2018
Tax Code Number: 05075148000
Site Legal Address: JUNIPER VALLEY BLK 4 LT 1 G:0704
Site Mailing Address:
Owner: DOLAN R &J LIVING TRUST Lot Size in Sq Ft: 157687
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
El Disposal Field El Septic Tank ❑ Holding Tank El Privy El 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: If system is gravity fed, a flow splitter is required prior to dual fields.
ilf
(h.
Received By: `'' I' Date:
Issued By: \.k.�llie,,(1 , : Date: igl 02 0 17
Murnkkipalit. , of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver# OSV171071 COSA#: Permit#: OSP171185
PI D#: 050-751-48
Legal Description: Juniper Valley Block 4 Lot 1
Engineer: Pannone Engineering Services
Applicant: Robert&Janis Dolan Living Trust
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to the excessive slope has been approved. The approved separation distance is 0.0 feet. See
engineer's letter and profile drawing for justifications.
This waiver approval applies to the proposed absorption fields (primary and alternate) only. Any
other 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.
Waiver is Granted: X Waiver is not Granted.
Date: I/ 11 2,0 Approved by: �\.Q. C�.• ( a_ 2. t c �!"
Name of Reviewer
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department ` r, Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On-Site Water & Wastewater Program
co 1 8 9 To
b j7
ON-SITE SEWER/WELL PERMIT APPLICATION ti�
Parcel I.D.
050-751 48 a JUL 1 3 2017 x.
Property owner(s) Robert & Janis Dolan Living Trust Day phone 6��
Mailing address 1821 Westview Circle, Anchorage, AK 99504 << OL s 8 g.1
Site address NSN Mariah Drive
Legal description (Sub'd., Block & Lot) Juniper Valley, Block 4, Lot 1
Legal description (Township, Range & Section)
Lot Size 157,687 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field Q Initial 0 Single Family (SF) 0
(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 APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Offset to steep slope Distance: °
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Cod .
' '
(Signature of property owner or authorized agent)
Permit/Rush Fees: n - Waiver Fees: oc,/5--.
Date of Payment: -LILIII9' Date of Payment: -74(Ceit?
Receipt Number: ajC/ (? Receipt Number: eif(fiCo0
Permit No. Oc5PI `L'S Waiver No. 45 VI ?-ta7-1
Permit App_ - • ::.-c
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:steve@eanengak.com
July 18, 2017
Subject: Juniper Valley, Block 4, Lot 1
Septic System and Well Permit Request
Design Narrative
This is a design narrative for a permit to install a new septic system and well to be issued for this property.
The proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped.
The system will utilize a new 1,250g septic tank and conventional drain field. This lot and the surrounding
lots are served by private wells. There are no wells within 200' of the proposed septic system.
1. Soils. One test hole was performed in the vicinity of this system by PES in June 2017, and groundwater
was monitored for at least seven days. Ground water was observed at a depth of 8.5' below the
surface in the test hole monitor tube in June of 2017. Bedrock was not encountered in the test hole to
9.0'. Based on the results of the percolation tests and overall soils appearance; an application rate of
0.8 gallons/day/square was used for a conventional wastewater system 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 east to west, with a slope
of approximately 20%to 25% in the area of the drain field with slopes of approximately 30%-35% downhill
of the drain field. See waiver request.
5. Waivers:
We are requesting a separation distance waiver between the proposed septic system and a slope greater
than 25%to a distance of 0'. Due to the nature of and drainage capacity of the soils found in the area
(HSG A) the designed infiltration line of 45% for septic system installation on steep slopes should be used
instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and soil types
enable installation of the proposed system without the system effluent "daylighting" further down the
slope of the hill (see system site plan and section).
6. 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
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
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.
Please contact me if you have any comments or concerns.
Sincerely,
OF
.... *1
•
a _ e
ot Steven R Pannone ii
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
\\ \\ �-SEPTIC AREA(E) ///-
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, IbP 1.230g SEPTIC TANK(P) �'
INSTALL CLENI TN GLEAM OUT AND
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`\ 1 N` r r GWIYITY FEED[AN NOT BE ACIxEVEO\
INSTALL 15009 S.T.EP.TANK
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NOTES: �������\ Date
PANNONE ENG SVC, LLC of AC sl i 7/18/201/
FOR CONSTRUCTION �'. q
P.O. BOX 100217 ANCHORAGE, AK 99510 �, �• i Scale
PHONE (907) 272-8218 FAX (907) 272-8211 ig • �4� • •y ti
/*. A •_J. )" 1"=100'
DRAWN BY: % Y �,
DRM ••• i •' P.I.D. NO
JUNIPER VALLEY, BLOCK 4, LOT 1 c ,,_ y 050-751-48
0••Steven . . ••a•n•n•ope % PERMIT NO
ROBERT & JANIS DOLAN �'. CE 8149 /
NSN MARIAH DRIVE ,++acs•• •E OSP171185
or
PLAN EAGLE RIVER, AK 99577 ill '...••`c� Sheet
`AN\\*470-'46- 1 OF 5
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(P) ,41 1,250g SEPTIC TANK (P)
INSTALL FOUNDATION CLEAN OUT AND
\ \ W``W W----°- DOUBLE CLEAN OUT AFTER TANK
4 IF GRAVITY FEED CAN NOT BE ACHIEVED
INSTALL 1500g S.T.E.P. TANK
\ \
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5
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\\ `tt Ns`ADD MIN. 1.0' FILL AND RIGID INSULATION
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(PRIMARY DRAIN FIELD)
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____\1/414\---An — --Ail - .‘ \ \
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM LEGEND
NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 1,250g w WATER LINE/
PERC RATE: 10.4 MPI WELL RADIUS ABBREVIATION
SOIL RATING: 0.8 GPD/SF
AREA RQD: 750 SF TH TEST HOLE
SS NEW SEPTIC
SYS. TYPE: WIDE TRENCH 2.0'ED (P) PROPOSED
RF: 0.70 - -GB- - — GRADE BREAK (E) EXISTING
MIN LENGTH: 105 LF CO CLEAN OUT NO.
> 0 RETAINING WALL MT MONITOR TUBE NO.
USE: TYP TYPICAL
(2EA) 55 LFx5'Wx2.0' E.D., 3.0' TD
TOTAL AREA: 786 SF
NOTES: PANNONE ENG SVC, LLC ���oF A�‘‘s1 7/18/201
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 S'� ' 7'4 i -
Z. •
4' '• + Scale
PHONE (907) 272-8218 FAX (907) 272-8211 � . 9 �I 1„-50'
DRAWN BY:
Ag*.. TH ��
DRM / Q P.I.D. NO
JUNIPER VALLEY, BLOCK 4, LOT 1 .� P50-751-48
Steven F�. r on one / PERMIT NO.
ROBERT & JANIS DOLAN `0 1;. CE 8149 ••c`k�� OSP171185
NSN MARIAH DRIVE ;+ �s . •,4.•
PLAN EAGLE RIVER, AK 99577 I 01, -g,. •FES510Na� .� Sheet 5
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NOTES_ PANNONE ENG SVC, LLC �-OF AL\\l 70/;87017
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 '� 9cS' ��
PHONE (907) 272-8218 FAX (907) 272-8211 recd: ,..1�•.1.-.v lc Scale
r*: , . I P */, NTS
JUNIPER VALLEY, BLOCK 4, LOT 1 Al - � NO
f 050-751-48
ROBERT & JANIS DOLAN ,•"S'te'ven onnorae i PERMIT NO.
t V.•• CE 8149 ••cq�� OSP171185
SECTION VIEW EAGLE RIVERNSN , AKD 99577 RIVE ��li� 4OFES510Na�*� Sheet
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SOILS LOG - PERCOLATION TEST
TEST HOLE 1
SLOPE �I-L /ITE PLAN
OR ORGANICS 0 '7,4.
1 4BR
2 HOUSE
(P) .44
3 W 44-----
4
4/4
GM SILTY GRAVEL
5 AND SAND
TH-1
6
\ TH
7
• I>,T 1
8
9
BOH
10 1
11
12 `:---k\
13
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
15 IF YES,AT WHAT TH
DEPTH? -8.5' X
16
17 DEPTH TO WATER AFTER
MONITORING? -8.5'
18 DATE: 6/23117
WATER
19LOCK
READING DATE CIME NET TIME LEVEL NET DROP
READING
20 1 6/15/17 10:50 --- 5.15 ---
2 11:20 30 MIN 8.29 3.14
DATE PERFORMED:6/15/17 3 11:20 5.15
4 11:50 30 MIN 8.07 2.92
5 11:50 --- 5.15 ---
6 12:20 30 MIN 8.04 2.89
PEROLATION RATE 10.4(min/inch)PERC HOLE DIAMETER 6 inches
TEST RUN BETWEEN 3 FT AND 4 FT
COMMENTS:Test hole excavated by POMRAINING CONSTRUCTION
PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: �.����Nkv Dote
FOR CONSTRUCTION PANNONE ENG SVC, LLC �OFA�gt>tl 7/18/2017
P.O. BOX 102954 ANCHORAGE, AK 99510 �,tp� '' 5�l� Scale
PHONE (907) 272-8218 FAX (907) 272-8211 rc,,,� • y
DRAWN BY: -
- 1,.: TH *0440 NTS
DRM pi •• • •• •• ' •• 0 P.I.D. NO
JUNIPER VALLEY, BLOCK 4, LOT 1 ,, / 050-751-48
ROBERT & JANIS DOLAN �'teve H'. onnorae PERMIT NO.
•. CE 8149 .•4�� OSP171185
NSN MARIAN DRIVE +f+ 0s�., 4,r
SOILS LOG EAGLE RIVER, AK 99577 �111`,VOFFSS0 Sheet
SPECIAL PROVISIONS TO SPECIFICATIONS
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 TANK AND DRAIN FIELD. INSTALL WELL.
3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 8.5 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 8.5 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 SIl
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 GRADINi
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 "!OF At ill Date
201 7
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 �Q'���''•"-�5,��4
PHONE (907) 272-8218 FAX (907) 272-8211 iaj.•' `4 .y�` Scale
DRAWN BY: *: 4 — /\ *I` NTS
DRM .... .. •.. ` .. ... 0 P.I.D. NO
JUNIPER VALLEY, BLOCK 4, LOT 1 -
ROBERT & JANIS DOLAN ••G'i'ven F�. •P`onnorae'o/ P050 ERM751IT N048.
CE 8149 OSP171185
DESIGN DETAILS EAGLNE RIVEN R, AKDR99577 IVE1��I ,PFOSheet
F3�OFESSIONP��
\N\k`%."` 5 OF 3
