HomeMy WebLinkAboutELMORE #1 BLK 3 LT 16MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: _____________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: ________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? XX Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
Mun icipality of Anchorage
On-Site Water and Wasteirvater Section , (907) 343-7904
Sru.SITE WAST'EWATER IN$PFCTION RFPCRT
permit Number: OSP201031
oltr-l.l1_50
PlDNumber: CIffi
Dwelling: @ Singte Family (SF) ! with ADU fJ Duptex (D) f Two Single Family Project: [ ruew ffi Upgrade
Page 1 of 3
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CIJRISTINA JENNINGS ABSORPTION FIELD
I Deep Trench I Wide Trench I
I ottrer
Sile Address
4360 SHOSHONI AVE "ANCHROAGE, AK 99516
Phorre
9A7-287-s852
Number of Bedrooms
4
Soil Rating
GPD/SF
T olal deOt\pfn orig rnal grade
,f Ft.
LEGAL DESCRIPTION Deplh to oioe invert kcm originat Srag,l
,{ Fi
Gravel depth beneath pipe
Ft.Subdivision Block Lol
ELMORE #1: BLOCK 3 LOT 16 Fill added abor.,e originat ggd€
fFt Ft
Gravel length
Tol',,nship Range Section
Gravelividth
Tt.
Beds: rrlumber of Lines Distance belween lines
F1S EPARATI O N D IST, Td CES
To, Sepijc ' Absorptron i Lift Sration Halding Se.e;er
Fronr Tank , Field Tank Line
,;y,^,on ',u"
0,,
tdunrber of trenches
Fr.
Dist. between trenches
.90#Well TATJK E Seplic D S.T.E,P f t-totoins f, Orner
fi/anufaciurer
GREER TANK
Capacity
1500 Gar.
NA
Surface \llater "60'&)
Lot Line
tulaterial
HDPT
Number of compartments
2
Foundation 10'+LIFT STATION
Manuiaciurer Capacity
Gal.Remarks OLD TANK DECOM1UTSSIONED pER UpC
PER CCNTRACTOR -WR#OSVZO1O.1
1 Alarrl location Electrical insialled by
lnstaller
ARM SEPTIC SERVICES
PIPE FIIATERIAL iiouse io rankEI]!itS o]iffi !x!34
Drai6fielcl 0303l/E;^1{sirNG CO/MTD3034
nspector DAVID GARhJESS, PE ANID TIM ECKLUND BENICH MARK (Rssunrectetevationl 100.20 fr
lnspection t3l27lZCZ0 ._dates: ztr
3,u:-"'- 4rh -*=--------
Location and description
TCP CF' niTF-i
AND WASTEWATER SECTION APPROV,AL
Date
Engineer's StON-$ITE WATER
onditional Approiral:
Septic System
Ap p roved
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Note. this approval does not inclucle well permit requirements,
lRev 05,/02i 16)
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PERMIT NUMBER: PARCEL ID NUMBER:
OSP201031 RECORD DRAWING 018-171-50
\
AB ra --- —— — — — — — — — — — — — — — — — \
DBL1 65.9 67.3
DBL2
65.8
67.7
MH
64.6
69.9
ST1
64.5
73.2
DBL3
64.5
74.4
DBL4
64.6
75.1
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NEW 1500 GALLON HDPE GREER TANK' I I 100' WELL
RATED FOR 10' BURIAL - DOUBLE 4 a I I
CLEANOUTS INSTALLED BEFORE AND
AFTER TANK; CONNECTED TO EXISITNG ° p
SEWER LINE BEFORE AND AFTER TANK; H 1 n ° Jyp� EXISTING
NEW CLEANOUT WAS INSTALLED AT THE HOME /
BEGGINING OF THE WEST TRENCH \ /
EXISTING SEWER LINE \ /
o
M 0 � ASSUMED LOCATION OF
EXISTING SEWER LINE /
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SUMP All. GQ�
NATRONA AVENUE
ELMORE #1; BLOCK 5, LOT 2 ELMORE #1; BLOCK 5, LOT 3
VACANT
CAl
...�&\\s\ II OF
GARNESS ENGINEERING GROUP, Ltd l ......9 .
ENGINEERING SALES CONSULTING
3701 E. TUDOR ROAD, SUITE 101'ANCHORAGE, AK99507-PHONE (907)3375779- FAX (907)339-3246'WEB SITE: -gamessengineenng.cam 0........... /' ����„�,���� ,� �/
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRISTINA JENNINGS 907-287-3852 2OF3 /�j�•'.,e y. Games.. :emsA
LEGAL DESCRIPTION: DRAWN BY: • # C 79 �'
• •,\�
ELMORE #1; BLOCK 3, LOT 16 D.J.G.
•
TYPE OF WORK: DATE: LICENSE♦1•N FESS��P�••
� SEPTIC TANK RECORD DRAWINGS 4/10/2020 #AECC884 I�%�������� i
PERMIT NUMBER: PARCEL ID NUMBER:
OSP201031RECO018-171-50
TOP OF MANHOLE = 100,20
FINAL GRADE = 100.02-100.54
MH ST2
2" INSULATION PER CONTRACTOR
TOP OF TANK AT INTLET = 95.94 TOP OF TANK AT OUTLET = 95.95
NEW 1500
INVERT OF BUNG AT INLET = 95.30 GALLON H. D. P. E. INVERT OF BUNG AT OUTLET = 95.13
SEPTIC TANK
A HIGH WATER ALARM FOR THE SEPTIC TANK WAS
INSTALLED AS REQUIRED BY THE MOA FOR APPROVAL
OF THE WAIVER FOR SEPTIC TANKAND DRAINFIELD TO
SURFACE WATERS - SEE ATTACHED EMAIL FROM ARM
SERVICES REGARDING THE BURIAL OF THE ELECTRICAL
LINE FROM THE TANK TO THE HOUSE
Ilk
OF
011 Tp
GINEERING"R
GARNESS ENG u Ltd
....::.......... ... ,................. 0
ENGINEERING SALES CONSULTING
3701 E. TUCOR ROAD, SUITE 101 ' ANCHORAGE, AK 09507 • PHONE (907) 337-GM • FAX (907) 3363246' AEI]SITE', mwi.0arnessen9irwenr3.rnm ...,• . • �, ... e1... .. ... 10
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: y G8 SS
CHRISTINA JENNINGS 907-287-3852 3 OF 3 ®��i CES
JAw
LEGAL DESCRIPTION: DRAWN BY: •. •• [ •`1�
ELMORE #1; BLOCK 3; LOT 16 D.J.G.
TYPE OF WORK: DATE: LICENSE
FES
4/6/2020
SEPTIC TANK PROFILE 4/6/2020 #AECC884 ®�®®���
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POST IN A CONSPICUOUS PLACE
ALL WORK MUST BE INSPECTED
Field Inspection Re uest r uked 2 Workingda
ys in.�, days In advance for imai inspeciton. Call (907) 343-8206
(Voice reoo dof ei} for Scheduling. and n5
Permit is not Valid without the call-in and also must include the on
number. e call ticket (u011ty locate)
MUNICIPALITY OF ANCHORAGE - RIGHT OF WAY DIVISION
4700 ELMORE ROAD
TELEPHONE (907) 343
RIGHT OF WAY PERMIT 8240 FAX (907) 343-8250
Type: Encrch not Status: Issued
Date Applied: 03/1712020
Date Issued: 03!1712020
Construction Start Date: Last Updated: 04/07/2020
Permlrte 1: Susan S Cioe
,,,,,cnr
O
r.
31
l)e.pal'tIII ent
R201133
Grid: SW3036
Issued By: claudia,pinard
Last Updated By: PWMSW
Work Orders
Utility:
Contact Person: Christina Jennings, 707-287-3852
Primary Inspector:
AddresslLoc: 4360 SHOSHONI AVE, Anchorage _ @ Elmore Road
Legal Description: ELMORE #1 SLK 3 LT 16 G:3036
Original Work
Description: The septic pipe and leach field encroaches 15' into the Natrona Avenue Right of Way.
Sum
ktsn^ze �rncial Tra a +r��=
Fer. Descriot[Qll
Permit
�-� Lmount
1 $120.00
Total Fees: $120.00
See ravOrse for rcquirsmontsfremarks.
I have read and understantl,'bolh sides of Vis permit. I. gree to the terns and conditions; and I certify that all work
�
and municipal codes an reg bons �Itd he�irovision�f this permitvpU comply with federal, state,
Signature: :. '�, I rJ �'L(�, r ; fl,� Lit (� % i rd %L hgi�CL()
Construction Requirements and Notes:
1. This permit has been issued based on the assumption that the information contained in the pals and supporting documentation is
correct. Any and all omissions are the responsibility of the permitee. Any change in the scope of work requires a revised or new
permit and Traffic Control Plan (TCP).
2. Contractors' acceptance of this permit constitutes acceptance of the Municipality's bonding requirements, and is contractor
representation that contractor has and will comply with those requirements. Unless a specific bond is applied to this permit by written
reference, the contractor's performance bond on file with Development Services, Right of Way Enforcement, shall suffice as the
required bond.
3. The Permittee shall post a copy of the permit in a conspicuous location at the place to which the permit pertains before any work
there is started and shall remove the permit only after the Right of Way Inspector has accepted the work as being in compliance with
the permit.
4. The Municipality has the right to inspect and/or reject materials and workmanship not to Municipal standards, to stop work until
corrections are made, or to require removal of the facility and to charge time, material and equipment to the Permitee to correct the
facility if they fail to comply with the conditions of the permit.
5. Permitee is responsible for locating and protecting all utilities and survey markers in the work vicinity. For utility locates, call
Alaska Digline at "811" or (907) 278-3121.
6. The contractor shall erect signs, barricades and detours in accordance with the U.S. Department of Transportation "Manual on
Uniform Traffic Control Devices", Part VI — Traffic Controls for Street and Highway Construction, Maintenance, Utility and Emergency
Operations. Failure to do so may result in fines being assessed under Title 14 for work not in conformance with a permit.
7. Changes in the approved road closures or scope of work resulting from emergency circumstances may be allowed during
construction. It shall be the responsibility of the contractor to notify the Permit Office, 343-8206, and/or obtain an approved Traffic
Control Plan (TCP). It shall be the contractor's responsibility to notify the following agencies: Fire Dispatch 267-4950, Police
Dispatch 786-8900, Alaska State Troopers Dispatch 269-5511, People Mover 343-8253 and School Bus 742-1207 or 742-1209.
8. All construction shall be in accordance with the current edition Municipality of Anchorage Standard Specifications (MASS),
applicable municipal codes and regulations and the approved drawings and special provisions of this permit.
9. As a condition of this permit all excavations will conform to the standards outlined in OSHA 29CFR, 1926 Subpart P.
10. The Right of Way shall be restored to the same, or better condition, than it was prior to the contractors' work being performed.
The work shall be performed diligently and continuously, until completed to the satisfaction of the Municipal Right of Way Inspector.
11. All underground installations within a public place shall be buried at a minimum depth of forty-two inches (42") below the final
surface elevation, i.e. bottom of drainage ditches, road shoulder or finished grade.
12. Permanent paving, recycled asphalt pavement (RAP), chip seal, sidewalks and curb and gutter must be replaced within 7 working
days after underground work is completed.
13. Winter Condition Requirements (applicable to all Right of Way Permits).
a. No trenching and or excavation is allowed within the road prism except for emergency repair of existing utility facilities or by
approval of the Director of Development Services.
b. Crossing of the road prism shall be by boring technology.
c. No frozen material shall be placed in the excavation as fill and/or backfill. A source of non -frozen fill and/or back fill
material shall be available.
d. All frozen ground within the Right of Way shall be thawed prior to excavation.
— CH- q "I ------------ 1_�
March 13, 2020
Susan Reed
4360 Shoshoni
Anchorage, Alaska 99516
Subject: Letter of Non -objection for Septic System in Road Right of Way
Lot 16, Block 3, Elmore Subdivision Addition #1
NW'/4 of Section 34, T I 2NI R3 W, S, M., Alaska
Grid 3036, O820003, PID #018-171-50
Dear Ms. Reed:
0 G )0 00 z
(�() 3 3y 13
Chugach does not object to the existing septic system within the road right of way of Natrona
Avenue on the south side of Lot 16, Block 3, Elmore Subdivision Addition #l, as shown on the as -
built survey performed by Fixed Height, LLC, dated January 17, 2020. Please note that Chugach has
overhead electric facilities within the western 10' of the road right of way.
It must be your understanding that the installation within the road right-of-way is at your risk.
This non -objection is given without prejudice to Chugach's full enjoyment of any and all rights it
may have in and to such road right-of-way area.
All work within the road right-of-way must be in accordance with the enclosed Electrical Facilitj,
Clearance Reilitirentenn. Also enclosed for your use and information is the 811 Alaska Dig Line
utility locate call center card, and Chugach's What is an Easement? handout.
If you have any questions, please call Claudia Roberts, Right -of -Way Agent 11, at 762-4646.
Sincerely,
Karen Keesecker, SR/WA
Manager, Land Services
Chucach Electric. Associaiior, �'rc,
5bU 1 bedron 06ve, PG B,, J1 9,-,jCQ "63(y
9�Z5 I �, ' - (907j 5637494 fax 1907),562,5)2,7 - (80c)] 473.7494
wwwchu cchelccitic.ccrn a a&,@CIIjgUCIIq1PCIriC
March 5, 2020
Susan S Reed
4360 Shoshoni Ave
Anchorage, AK 99516
Re: Septic System Encroachment
To whom it may concern:
ENSTAR Natural Gas Company
A DIVISION OF SEMCO ENERGY
Engineering Department
Right of Way Section
401 E. International Airport Road
P. 0. Box 190288
Anchorage, Alaska 99519-0288
(907) 277-5551
FAX (907) 334-7798
ENSTAR Natural Gas Company has no objection to the septic system encroachment within the
Natrona Avenue sixty feet (60 FT) wide road right-of-way adjacent to the South property line of
Lot 16, Block 3, Elmore Subdivision Addition No. 1, according to Plat No. P -635A, Records of
the Anchorage Recording District, Third Judicial District, State of Alaska.
Acceptance and use of this letter of non -objection by yourself, your heirs, your assigns, or your
successors, will constitute agreement to the following stipulations:
• Landowner/Contractor working near ENSTAR gas facilities shall contact the Alaska
Digline, Inc., (907) 278-3121 or 811 for line locating two (2) business days prior to any
related excavation. This service is free of charge.
• ENSTAR will be held harmless, now and forever for any damages or injury to any person
or property as a result of this encroachment.
® Any ENSTAR facility damaged or destroyed, as a result of this encroachment will be
repaired at no cost to ENSTAR.
• Any costs incurred by ENTSTAR for special construction necessitated by this
encroachment will he home by the land owner.
o All applicable safety code regulations will be observed and maintained.
• This letter of non -objection will in no way preclude ENSTAR from full use and
enjoyment of its rights within any portion of its right-of-way.
Sincerely,
Cassic Acres
DocuSign Envelope ID: 799D37F5-8034-404A-8845-17BD7CFOE632
March 9, 2020
Christina Jennings
4360 Shoshoni Ave
Anchorage, Alaska 99516
Alaska Communications has no objections to the proposed septic system encroaching into the 10' Utility Easement
located along the northern boundary of lot 16, block 3 Elmore #1 Subdivision, otherwise known as 4360 Shoshoni
Avenue Anchorage, Alaska, as depicted on the drawings provided by Gamess Engineering Group.
Alaska Communications currently utilizes this easement and has no objections to the encroachment. Alaska
Communications hereby issues this letter with stipulations to allow the encroachments of the above mentioned into the
easement.
Acceptance, (your signature below), and use of this letter of non -objection by yourself, your heirs, your assigns, or your
successors, will constitute agreement to the following stipulations:
1. Alaska Communications will be held harmless, now and forever, for any damages or injury to any
person or property as a result of this encroachment.
2. Any Alaska Communications facility damaged or destroyed as a result of this encroachment will be
repaired at no cost to Alaska Communications.
3. Any costs incurred by Alaska Communications for special construction necessitated by this
encroachment will be bome by the property owner.
4. All applicable safety code regulations will be observed and maintained.
5. This letter of non -objection will in no way preclude Alaska Communications from full use and
enjoyment of its rights within any portion of this easement
6. Alaska Communications is under no obligation to restore any structure damaged as a result of Alaska
Communications full use and enjoyment of its rights within any portion of easements or right-of-ways.
Please sign both copies, retain one copy for your use and return the other to Alaska Communications,
S'ely,
FktE
k4�r
Network Engineer Il, Outside Plant
Alaska Communications
Outside Plant Engineering, MS#14
600 Telephone Ave.
Anchorage, AK 99503
SIGNATURE: D3A�TEq;c17 p 4 p
td.S1RtA, �. �,Gt�t. �tt t �trtlA. ,�t.Ltdll.E4t.�Y�9�il:�PU1.Gtf [tA.l�G�
0612AD1 D7368474...
Grid SW3036 RCWC
DocuSign Envelope ID: 799D37F5-8034-404A-8845-17BD7CFOE632
Christina Jennings
4360 Shoshoni Avenue
Anchorage, AK 99516
To whom it may concern,
Subject to your agreement to indemnify the company as set forth below, GCI
Communication Corp has no objection to the septic tank encroaching into the
road and/or T&E easement of B3 L16 Elmore #1, also known as 4360 Shoshoni
Avenue, city grid 3036 GCI WO#20-0006-07.
This letter of non -objection in no way precludes GCI Communication Corp from
full use and enjoyment of any rights it may have within any portion of the utility
easement and or the right-of-way, including unlimited access for servicing its
facilities. Also, any additional and extraordinary costs incurred during any future
required construction, repair or reconstruction of GCI's facilities to accommodate
any or all the encroachments shall be paid by the property owner.
By signing below, you agree to indemnify and hold GCI Communication Corp
harmless, now and forever, for any damage, costs, expense (including
reasonable attorney's fees), liabilities and injury to any person or property
occurring as a result of the encroachment.
Please indicate your acceptance by signing and returning this letter to me at the
address below.
Sincerely,
"Oe
Markus 0/ K1' f 6X
id
fl.i' Sr.
GCI Communication Corp
5151 Fairbanks St.
Anchorage, AK 99503
907-868-6168 Office
907-868-8580 Fay
DocuSigned by:
St/91ate 7368474
0
272 1 4:14 PDT
Date
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 Wastewater Disposal System Permit
Permit Number: OSP201031
Work Type: SepticTank Upgrade
Tax Code Number: 01817150000
Site Legal Address: ELMORE #1 BLK 3 LT 16 G:3036
Site Mailing Address: 4360 SHOSHONI AVE, Anchorage
Owner: REED SUSAN S
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
❑ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms
CI]r Is
. e
Department
3/24/2020
3/24/2021
37299
❑ 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:
1. Prior to IR approval, an Access Agreement for the driveway is to be obtained.
2. Prior to IR approval, the engineer is to confirm that the tank has a high water alarm.
3. Prior to a COSH, an encroachment permit from ROW is required for the field in the ROW
Received B)
Issued By:
Date: zd
Date: ZO
i
5
nzcn t
_ Municipality of Anchorage
Ur.pnrt.ment
P.O. Box 196650 ® 4700 Elmore Road
Anchorage. Alaska 99519-6650 a (907) 343-7904 ® Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
x x x x VARIANCE/WAIVER REVIEW x x x x
Waiver#: OSV201011 COSA#: Permit#:OSP201031
PID#: 018-171-50
Legal Description: Elmore #1 Blk 3 Lt 16
Engineer: Garness Enqineerinq Group
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field and septic tank to the surface water has been approved. The approved separation
distance is 60.0 feet. In addition, the tank may be 90 feet from the well and the field at the southern
lot line.
This waiver approval applies to the existing absorption field and septic tank only. Any future
upgrade to the on-site wastewater disposal system will require all separation distances be met or
another approval from this department.
............................................... ■ ............................. ■ 1
Waiver is Granted: X Waiver is not Granted:
Date: Approved by:
Name of Revie
.......................................................... .................. t
**** VARIAN C E/WAIVER REVIEW ****
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On -Site Water & Wastewater Program
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 018-171-50
Property owner(s) CHRISTINA JENNINGS (POWER OF ATTORNEY) Day phone 907-287-3852
Mailing address 4360 SHOSHONI AVENUE `ANCHORAGE, AK 99516
Site address 4360 SHOSHONI AVENUE *ANCHORAGE, AK 99516
Legal description (Sub'd, Block & Lot) ELMORE #1; BLOCK 3, LOT 16
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms
APPLICATION IS FOR:
( ® all that apply)
Absorption Field
❑
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
APPLICATION IS AN:
Initial ❑
Upgrade
Renewal ❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
DRAINFIELD TO LOT LINE; DRAINFIELD TO SURFACE WATERS; TANK TO WELL Distance: 0 FEET; 60 FEET; 90 FEET
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING IJ , Ltd
ENGINEERING - SALES, CONSULTING
2t�
March f6, 2020
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic Tank Upgrade for Elmore #1; Block 3, Lot 16
To whom it may concern:
The subject lot is served by a private well and septic system. Per MOA records, the existing septic tank is
36 years old. Per MOA memorandum, a septic tank of this age should be physically inspected and/or
replaced prior to COSA approval. Based upon this fact, we are proposing to replace the septic tank. We
are proposing to decommission the existing septic tank per UPC and install a new 1500 -gallon HDPE
Greer tank rated for 10' burial. See attached design drawings for tank location and other MOA
requirements. In addition, the existing drainfield encroaches upon the creek to the south. We are
requesting that your department issue a variance from tank and drainfield to creek of 60 feet and
drainfield to lot line down to 0 feet. We are also requesting that your department issue a variance from the
new septic tank to the well down to 90 feet. Justifications for granting this waiver is as follows:
• The encroachment has existing for approximately 36 years.
• The area between the tank and drainfield to the creek is vegetated.
• The septic tank will have a high-level alarm float installed. If the drainfield were to become
surcharged, the tank would also become surcharged, triggering the alarm and notifying the
homeowner. In theory, effluent would not overflow form the drainfield as the alarm would sound
prior to effluent daylighting.
• The home is located between the well and the drainfield. If effluent were to overflow, it would not
travel directly towards the well head.
• Water samples were pulled. The nitrate results were 3.78 mg/L. The existing tank is steel and
encroaches on the well. The proposed tank will be HDPE. In short, the proposed tank will be an
improvement on the existing tank.
We are requesting letter of non -objection for the drainfield be submitted with the record drawings and/or
COSA.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Ll
__
/ \`\ SHOSHONI AVEN E
a
N �
ELMORE 91;
BLOCK 3, LOT 3 \E�
/
ELMORE #1;
BLOCK 3, LOT 2
VACANT PER
MOA RECORDS \
ELMORE#1;
—_--_ —
BLOCK 3, LOT 4
G----- ------
WELL
I
VACANT PER
jI
MOA RECORDS
I ELMORE 91;
BLOCK 3, LOT 15
\
�I
ELMORE #11;
BLOCK 3, LOT 17 F
mi\�
zI--
I
---------------Ur��ATfRONA AVENUE
ELMORE #1:
BLOCK 5, LOT 2
ELI #1;
BLOCK 5, LOT 3 ��z� ELMORE #1;
BLOCK 5, LOT 4
VACANT 2a•
0�a`��P'
�
4 ry
N
COULD NOT LOCATE WELL - PER MOA
RECORDS, THIS LOT IS BELIEVED TO BE
SCALE:
SERVED BY WELL ON LOT TO THE
WEST (BLOCK 5, LOT 1)
1" = 100'
110) 'Q .w
�. ..
��
A NESS NEE J , Ltd
•4`9 , •� ••
ENGINEERING- SALES ,. CONSULTING118
3701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE, AK 99507 • PHOFE (907) 337-6179 • FAX (907) 338-3246 • WEBSITE: yr .gamessengineeringxom®.•••.,.
1
•; - r ;{ •-
tt..�....... .............
®Cr '; '�1 fffey1.•Gar eSS m
PREPARED FOR:
PHONE NUMBER:
PAGE NUMBER.
CHRISTINA JENNINGS
907-287-3852
1 OF 2
.:
# G'i / "
#® J, (, CES -795'3 :'�� Al
#® (��• ,. 3;.2• i �c- ��w
PROJECT/LEGAL DESCRIPTION:
PRAWN BY:
ELMORE #1; BLOCK 3, LOT 16
D.J.G.
�® FO •... .•• �®
®®�P080®S®�S`® •
TYPE OF WORK:
SEPTIC SYSTEM DESIGN UPGRADE
DATE:
2/20/2020
#Aeccae4 4 *W
GEG, Ltd. HAS AN 8 PAGE SPECIFICATION LETTER
PRIOR TO THE DESIGN,. ARM SERVICES, LLC. CAMERA'D THAT PERTAINS TO THIS DESIGN. BY PROCEEDING
d AND LOCATED THE DRAINFIELDS. IN ADDITION, THEY FORWARD WITH THIS INSTALLATION, THE
\ a. INSTALLED A CLEANOUT AND MONITORING TUBE AT ENGINEER, WELL DRILLER, CONTRACTOR AND
NORTH ENDS OF EACH TRENCH. PROPERTY OWNER AGREE THAT THEY HAVE
READ THESE SPECIFICATIONS AND AGREE TO
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
C
r
d.. I• d a a°' a as . .
mLISTINGmVEWAY d c
m s a
m
i
EXISTING TANK TO BE DECOMMISSIONED PER UPC;
CONTRACTOR TO ENSURE PROPER COMPACTION OF SEWER
LINE OVER EXISTING TANK TO LIMIT BELLIES IN THE SEWER
LINE DUE TO SETTLING OF THE EXISTING SEPTIC TANK AREA•
./
�o"y
EXISTING 4
°'v \ BEDROOM HOUSE
PROPOSED1500 ALLON HDPE GREER TANK RATED FOR 10'
BURIAL; INSTALL DOUBLE CLEANOUTS BEFORE AND AFTER TANK;
SHED CONNECT TO DRAINFIELD AT EXISTING SEWER LINE; SEPTIC TANK
\ MUST HAVE A HIGH LEVEL ALARM FLOAT INSTALLED THAT IF THE
LIQUID LEVEL RISES ABOVE THE DESIGN OPERATING LEVEL BY
MORE THAN 2 INCHES, THE ALARM WILL SOUND. PROVIDE SJE
RHOMBUS "XPERT ALERT' SYSTEM.
-)Uivir *I
SUMP #2 /
APPROXIMATE LOCATION OF EXISITNG
DRAINFIELD; DRAINFIELD WAS LOCATED N
BY ARM SERVICES, LLC \
NATRONA AVENUE\\(NOT INSTALLED) SCAl
W.
-
ENGINEERING �SALES -�CONSULTING,.a •-'---, -.. -
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507' PHONE (907) 337-6179 • FAX (907) 338-3246' WEBSITE: www.gamessengineeMg.00m
PREPARED FOR: I PHONE NUMBER: PAGE NUMBER:
CHRISTINA JENNINGS (POWER OF ATTORNEY) 1 907-287-3852 2 OF 2
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
ELMORE #1; BLOCK 3, LOT 16 D.J.G.
TYPE OF WORK: DATE:
�,_ DESIGN OF SEPTIC TANK UPGRADE 2/20/2020
�®m ® P••••.11-4,1111
AV i
AV
r .49IH
.l.........�........9
o..�..............................
.......
�j
...
®®� %dTley�A. GarDess% :•
®®s VCE=7 953' •2m
LICENSE®FdS®®off®®®`
#AECC884 i
SGS Ref.#
1200478001
Client Name
Gamess Engineering Group, Ltd (GEG)
Project Name/#
Elmore #1; B3, L16
Client Sample ID
Elmore #1; B3, L16
Matrix
Drinking Water
Sample Remarks:
Printed Date/Time
02/12/2020 15:14
Collected Date/Time
02/04/2020 15:30
Received Date/Time
02/05/2020 14:32
Technical Director
Stephen C. Ede
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Ioit
Metals by ICP/MS
Arsenic ND 5.00
Waters Department
Total Nitrate/Nitrite-N 3.78 0.200
Microbiology Laboratory
E. Coli Negative 1
Total Coliform Negative 1
ug/L
EP200.8
B
(<10)
02/10/20 02/11/20 DMM
mg/L
SM21 4500NO3-F
C
(<10)
02/11/20 EWW
100mL SM219223B A
100mL SM219223B A
02/05/20 M.A.
02/05/20 M.A.
t~"~ MUNICIPALITY OF'ANCHO~4AGE
,.~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
" .ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME , IPHONE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION NO. OF BEDROOMS
Well Absorptwn area P RMIT
~Menuf~turer ~,~ Materiel~. e N°' °f comrrtme"ts
~ ~ell Foundation Nearest lot hne
~ Well ~ation Nearest lot llne
~ DISTANCE TO:
~ ~less Depth Driller ~t line PERMIT NO.
~ DISTANCE TO: Building foundation Se~r line Septic tank ~rea(s)
SOIL TEST RATING N ~
REMARKS
Permit ~
Applicant: .~A_ '~
Location:
_.MUNICIPALITY OF ANCHORAGE~ .
Department~ Health and Environmenta' ~rotect$on
825 '._' Street, Anchorage, AK. .4501 '
264-4720
~3da~3 ' # ~ HANDWRITTEN PERMIT ~ ' e
~ ON-SITE SEWER
~ ~C~ ~F~ ~iling Address:
Phone N~er: ,qq~--Io~
Legal Description: Zo~ It~ ~K 3 ~/~o~n S/D Lot Size:
T~e of Soil ~sorption System Is:
Trench: / Drainfield: Seepage Bedt Holding Tank:
Max~ N~ber of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:'
DEPTH ~Ot LENGTH ~O' GRAVEL DEPTH ~'/ WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
~ ~ REQUIRED SEPTIC(HOLDING) TANK SIZE = /2~-o GALLONS
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
' ' ' TWO(2) INSPECTIONS ARE REQUIRED # ~ ~
Backfilling of any system without final inspection .and approval by this departmen
will be subject to prosecution.
Minimum distance between a well and any on-site sewage disposal system is 100 fez
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
' * ' PERMIT EXPIRES DECEMBER 31, 1 9 8 3 ' ' '
certify that:'
(1) I am familiar with the requirements for on-site sewers
set forth by the Municipality of Anchorage.
(2)
(3)
Signe~:
and wells as
I will'install the system in accordance with codes.
I understand that the on-site sewer system may require enlargement if
the residence is remodeled to include more that 3 bedrooms.
Applicant
Date:
SWP/024(1/S1)
SOILS'LOG
· MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street. Anchorege, Alaska 99501 2644720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED OR:
· E~^L DESCmPT,ON: ~1~
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16.
17-
18'
19.
20-
COMMENTS
PERFORMED BY:
72-008 (6/79)
DATE PERFORMED:
SLOPE
SITE PLAN
WASGROUNDWATER
ENCOUNTERED?
IF YES, AT WHAT ~ ..
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
.(minutes/inch)
.,~ SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
82S L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
1
9
10
11
SLOPE
/
PERCOLATION
TEST
SITE PLAN
WASGROUNO WATE.
ENCOUNTERED?
DEPTH?
P, cc. ~ I
Gross Net Depth to Net
Reading Date Time Time Water Drop
· 20 - /~, Z
PERCOLATION RATE '4"~L Iminutes/inch) =374 ~IIZ/:V~f~i
7_~" ~'~ ~J
TEST RUN BE~EEN 7~ ET AND~ FT /
. ,~/ ....
' PERFORMED BY: ~ CERTIFIED BY: /~ DATE: ~ ('./~,~
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L Street. Anchorlge, Alaska 99501 264-4720
SOILS LOG -- PERCOLATION TEST
[] SOILS LOGi~ 2/2.
TEST
DATE PERFORMED:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
10
11
13-
14-
15-
16
17
18
19
20
COMMENTS
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
S
Reading Date Time Time Water D,oP
PERCOLATION RATE 30 ira;nut et/i~ch)
, :~,, .2'-.,~"
TEST RUN BETWEEN ~--~ , FT AND FT
PERFORMED BY:
CERTIFIED BY:
~..:. .. . . .' ~ '..'
! I :.'.: .. · ..... ':' '. ' '" I."t'.l ·" '< '
[] i ~ . . .: · · I~1 . ~ :'
[ [ ;.,:.L..'.~.'.-'.'.. ' I,tl ~ ' ' '
· J/
/.--.'-/ , i./ ,
' /I .- ' .
. ~ceds ~
: ~ - ~... - .. ~ _...~
i · ~ ~ ' ../'
. .. ,~1 / ~ ~'-- -~?t=~.- .-~
: . -. [ . b ./ ~,~ /
: ~ V~h~ ~ I .-~ .~. / '
~- ~:~;,, --. , .
~~-~"~- I ..... II ..- N · ~ ~ , ~ ~ · - ' -
~.~;;~ th . . .'_ / X= 7 ' :,-: :- - · ' ~
~'~,~-rr'r~. -~_~ o~,._ (_1.~ ~. "' ~.~ ,~: ~~ ~
'~IJ::Z~'::' Fid~ I-~1'~" ~" . ~3": .... '~2';,~i~.: ..
DEPT. OF ENVIRONMENTAL CONSER%~TION
SOUTHCEHTRAL REGIOflAL OFFICE
437 "E" STREET, SUITE 200
ANCHORAGE, ALASKA 99501
dune 14, 1984
BILL .~HEFFIELD, C, Ot~TRNOR
Telephone: (907]
Addmss:
274-2533
MUNICIPALITY OF ANCHORA,~E
D-rpT. OF HEALTH &
£NVIRON,MENTAL P2OTECTICN
I.Ir. Nell Hawthorne, P.E.
7127 Old Seward Highway
Anchorage, Alaska 99502
RECEIVED
Dear Nell:
Subject: Lot 16, Block 3, Elmore Subdivision - Waiver Request
A review of your request for a waiver to locate a septic tank 90 feet
from the private well located at the above referenced site has been
completed.. The waiver js hereby approved for the system as described-
in your Hay 30, and dune II, 1984 letters.
If you have any questions, do not hesitate to contact me.
Bill Lamoreaux, .P.E.
District Office Coordinator
BHL/msm
cc: Robbie Robinson (MOA)
Municipa - of
Anchorage
POUCr'~650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4431
TONY KNOWLE$.
OFFICE OF THE MAYOR '~'
Ms. Katherine M. Reed
P.O. Box 110204
Anchorage, Alaska 99511
Dear Ms. Reed:
I regret that your letters to the Department of Health regarding
your case have not been answered in a more timely fashion. A
letter response was, in fact, finished today. It was prepared by
Ms. Susan Oswalt. You should receive it within one or two days.
In your letters to the department you specifically requested that
you not be contacted by phone. It has taken the Department of
Health more than the normal length of time to compile and verify
information pertaining to this case.
Again, I apologize for the lack of a quicker reply.
Sincerely,
Tony Knowles
Mayor
POUCH 6-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES.
MA YOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
July 24, 1984
Mrs. Katherine Reed
Post Office Box 110204
Anchorage, Alaska 99511
Subject: Sewer System on Lot 16 Block 3 Elmore Subdivision
The as-built drawing and report on your sewer system has been
reviewed and accepted by the Municipality. 'This system is
approved for a five(5) bedroom single family dwelling. Enclosed
is a copy of the accepted as-built.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Susan E. Oswalt
Engineering Tech III
enclosure
Al~ril 20, 19~4
Ms. Katherine M. Reed
P. O. Box 110204
Anchorage, ?~ 99511
Subject: Set;ct Upgrade cn Lot 16, Block 3, Elraore Dubdivigion
Dear I!s. Reed:
I apologize for the delay in responding to your letters of
inquiry about the stats= of your Gewsr system. This was due in
part to ny attempt to gather all pertinent information on the
case prior to response. Since you asked us not to telephone you
I was unable to let you know.
Enclosed you will find a copy of a letter addressing your
~ituation (dated February 29, 19S4). As you can gee there
appears to be confusion about a waiver. Our records indicate no
waiver was actually applied for or given. In fact, ~c would
violate State law to give any distance waiver from 100 feet bet-
ween the septic tank and the stream. According to ~ruce Erickson
with the State Department of Environmental Conservation, he can-
not legally waive that distance requirement under any circumstan-
I have di~cusEed this ~ituation thoroughly with Dr. Leroy Reid,
who believes it is I~ssible to r~ve the septic tank a minimum of
100 feet from thc creek. Therefore, we are requesting that the
tank be m~ved within thirty (30) days. Your excavating company,
Dearmoun Excavating, will be informed of thi~ order along wi~
your engineering firm.
Please contact ~%e by ~one at 264-4720 if you have any further
questions.
Sincerely,
Susan Ozwalt
Eng. Tech. III
EO/eJ/D15
cc: AECS - Reid
ADEC - Erick~on
RECEIPT FOR CERTIFIED MAIL--30~ (plus postage)
SENT TO pOSTMARK
OR DATE
Katherin~ ~. l~',~,d ,' I
STREET AND NO. .. ,
PO BOX 110204
P.O,,'STATE AND ZiP CODE
Anchorage_, .. _A_l_aska 99511 4~23-84
OPTION&L S[KVICES FOR ADDITIONAl. dF~E$
PS Fo,. 3600
Apr. 1971
'l lO INSURANCE COV[RAGE PROVIDED--
NOT FOR INTERNATIONAL MAIL
Mayor Tony Knowles
Municipality of Anchorage
632 W 6th Avenue
Anchorage, AK 99501
Dear Mayor Knowles:
RECEIVED
APR 1 0 '.,984
P. o. Box 110204
Anchorage, AK 99511
April 5, 1984
MAYOR'S OFFIC5
On March 4 we contacted by mail the Department
APR 1 6 19 4
FROM
MAYORS OFFICE
of Health and
Environmental Services regarding ap apparpnt lack of
communication about our onsite septic system. For some reason,
the inspectors will not certify that the system is acceptable,
even though we seem to have ali the required permits and a bill
that says the system was approved. We upgraded our system
voluntarily and have paid nearly $8000 to have the work done.
We asked the Health and Environmental Service office to contact
us so that we could clear up the matter. When we heard nothing
in two weeks, we sent another (certified) letter on March 21,
which we know they received. Still no word from that office.
We would like to resolve whatever'problem may exist.
Somehow, a month's wait for a letter does not suggest that the
deparmtent is a responsive agency of our city government. We
hope you agree and would ask that they reply to our letters.
Enclosed are copies of everything we have sent the
Department to date. A copy of this letter is also being
the deparmtent.
sent to
Thank you for your help.
Sincerely,
P.O. Box 110204
Anchorage, AK 99511
March.21, 1984
Municipality of Anchorage
Department of Health and Environmental Services
825 L Street
Anchorage, AK 99501
Sirs:
On March 4 we wrote to your office concerning an apparent
problem with approval of our upgraded on-site septic system. We
enclosed copies of the Municipality's permit, the soils log, and
the contractor's bill on which approval was indicated. We
requested that you contact us by mail so that we could set up a
meeting with your representatives to resolve any difficulties.
We need to know the Municipality's position on this matter in
. order to determine what further actions, if any, we should take.
Again, we ask that you contact us by mail and let us know
when you wish to meet with us.
Sincerely,
~IOIL.~3J.O~J T~'J.N~HO~IA~q3
· ~ I.LLW;H JO '~I3Q
Municipality of Anchorage
Department of Health and Environmental Services
825 L Street
Anchorage, AK 99501
P.O. Box 110204
Anchorage, AK 99511
March 4, 1984
Sirs:
We were recently contacted by Jim Green of Akaska Environmental
Control Services who told us that he could not approve our
upgraded on-site septic system. We are surprised to hear there
is a problem because we had the system upgraded in November and
considerable time has passed without a word about difficulties.
We live in the Elmore
house is 20 years old.
should we wish to sell
septic system to meet
prepared a soils test
your office regarding
subdivision, south of De Armoun road; the
In early August of 1983 we decided that,
the house, it would be wise to upgrade the
codes. We contacted Nell Hawthorne, who
report (enclosed) and spoke to Mr. Lynn of
the position of the house and septic tank
relative to Rabbit Creek and our plans to upgrade, tle mentioned
these items because he believed a waiver could be obtained to
allow us to upgrade without completely redoing the plumbing and
installing complex pumping systems. When he spoke to us after
talking to your office, he used words to the effect that there
was no problem with the waiver. You will note that the copy of
the basic plan we used (enclosed) makes note that a waiver may be
required. We assumed that Mr. Hawthorne's eornuent meant that no
further special efforts were needed regarding the waiver.
Nevertheless, I made an appointment to meet with Mr. Lynn on
~August 31. I came to your office and talked for at least a half'
~'hour with Mr. Lynn, fully describing our situation and showing
'him the papers worked up by Mr.-tlawthorne. Mr. Lynn made no
mention of a problem with the postion of the house or septic tank
(as planned) relative to the creek; I made specific mention of
the fact that the house had been built before codes in the area
~nd ht_b.~t ~ w~renlp_~Lng the ta_~nk forther from the cre_$_ek ad tha_.~t
~t._he n.~.ew l_each field w~uld--be more than'100'--i"eet-irrom the creek.
'We then worked ~-~ the lengt~ o'~'the"~lpe~"nee-'~ed ~Tth'~. ' '
Robinson, and a permit was issued (copy enclosed). ~Ther'e'is 'no'
~mention of"any irregularities or special situations on the
~permit.
DeArmoun Excavating installed the new tank (larger than
required) and also had the soil in the trenches inspected. The
soil was considerably better than indicated in Mr. Hawthorne's
test, and the trench length was recalculated. The trench was
laid to avoid some large trees, and there is more than adequate
slope for good drainage from the house to the tank to the
trench. Mr. Caputo, of DeArmoun Excavating, made arrangements
for the inspections, and the system was closed November 11. At
no time did anyone indicate to us that the system was not
entirely acceptable. We have paid Mr. Caputo; you will note that
his bill (copy enclosed) notes that the upgraded system was
"Inspected and approved by Ak Envir. Control Services".
There is evidently some lack of con~unication or
misunderstanding here. Would you be kind enough to review the
documents enclosed, as well as your records of this permit, in
the next few days? Representatives of your office are welcome
visit the site. The outfall of the house plumbing is on the
southwest corner of the house~ the snow may be too deep to see
the stand pipes. Mr. Caputo or Mr. Hawthorne can show you the
system should we not be available.
to
We have contacted all parties in this upgrading. As far as we
know, everything to date has been done in good faith. We believe
that our system should be approved as upgraded.
Please contact us by mail so that we can arrange to meet with you
and clear up this apparent problem.
Sincerely,
tlnlclp ,ll;y PO H6-650
ANCHORAGE, ALASKA 99502-0650
O~ 1907) 264-4111
Anchorage
MA
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
February 29, 1984
Dr. Leroy Reid, Jr.
Alaska Environmental Control Services,
1200 W. 33rd Avenue, Suite B
Anchorage, AK 99503
Inc.
Res Lot 16, Block 3, Elmore Subdivision
Dear Lee:
A request was made by Mr. Neil Hawthorne last week to have this
Department address a setback distance waiver between the septic
tank and Rabbit Creek on Lot 16, Block 3, Elmore Subdivision.
Referencing a copy of your company's as yet unapproved inspec-
tion report/as-built, the current separation distance is 72 feet
rather than the minimum 100 foot distance.
During discussions with Mr. Jim Green of your company, it was
discovered that, while serving as the onsite inspector, Mr. Green
had in fact, requested DeArmoun Excavators to cease all
excavation/installation activity upon his discovering the 72 foot
setback distance. Apparently,' DeArmoun Excavators refused to
cease all activity until resolution of the problem, stating to
the effect that a waiver was already available. The septic tank
was subsequedtly installed and it is assumed that backfilling
occurred shortly thereafter. Although no onsite visit was made
by this Department to date, both Mr. Hawthorne and Mr. Green have
stated that ground slope between the septic tank and Rabbit Creek
is significant and toward Rabbit Creek.
Our Department has no record of having issued any waiver prior
to this incident. Based on the above information and circumstan-
ces, this Department is hereby refusing to issue a waiver from
the normal 100 foot setback criteria, since we have absolutely no
basis to date for allowing such a condition to exist. It is par-
ticularly disturbing that the excavating company refused to
acknowledge the wishes of the onsite inspector, who must assume
responsibility for the excavator's actions when onsite.
If you have any questions, please call this office at 264-4720.
· Bandt, Manager
Environmental Engineering
Department of Health
and Environmental Protection
cc: Robert W. Robinson, Manager
Environmental Health Division
KB4/d5/s
bPuwrs
Mnnisipnlity nf An:eharng*
On-$itE Sftt*r and Wastewater pr:sgr*ril
tss?) 343"7$*4
Cettificate of Sn-$ite $ysterns Appr,au4{
Expir,ati*n sats: Jyl," I O hOnOTParc*l i. n.fi f,$-1 ?1 r5S
"l Sf;SH*AL IF'FS&ffiATI*II{:
Camplete legal de*cription
Lccation {site addr*ss}
turrent Fruperty owneris)
Mailing ad$ress
Rsal Fsfflt* A$enl
iAuanue'A
Day pfion:e
$sichgl[f;:Ne]*s** ., ,, , .,,. ,." .,. ,.,,, * Dey prione .fi$s-*S7*.'-
?YFE SF NIJiIEI-IIFTG:
ffi Singl* Family {wlrva ADU)
il Duplex
il Multiple Dwellings {$:ingl* Family andlor.Duplex}
MUHSEft fiF BHNRCISilII$: 4
YVpfr 'Slr ISfATER $:UFFLY:
lndirridusl Wsll
I ndividu*l \&later $t*rage
Somrnunify f;lars_Well
Publie Wat*r $yslen"l
Walvgr"Ilcria,nc* raquxsl fsrj.."-. . ,
TYPF SF WAS?gIfr'ATg* H$TS$*L:
lndividual " ffi
Halding Tank 1 t
ffa*rmunity : n
Pubtic $ewe,r I tl
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4.
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Di*tar'lge:
Re**ived by:
ctlsF' l$ b€ rfl$s$ed t€ tfiE snginF€r. unts$s Dihef$ri$e fequ*s$d br th* *n$nffif.
Sate:
CS$A f*u t.---.. ..-, ,,,.Weirr,rer FEe 9
sar* *r F*yme nt ,, . - ,.Hf8leq,,? ,,:,,
,,,,,,, .
Re$eipt Nurnber ,. , ,.,.,, ftl q ,?eq
so$A # ., .fiAT*{1"ttqA ,
Date of Paymerrt
Reqsipt'${unrb'er
Wsiver#
5. sTATEMT,.\$I" SF Iru$PESTI*F{ tsY EruG'ruEFR
As certified by my seal affixed hereto and as of the validation date shor,vn below, I verify that my investigation,
based on procedures outlinerl in the Certificate of On-Site Systems Approvat Guidelines for this appliiation,
shotr,'s that the on-site water supply andlor wastevrraier disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of struciure indicated herein, I further verify that based on the information
obtained from the Municipality of Anchorage files and from my inrrestigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance witir all applicable l\lunicipal and $tate codes,
ordinances, and regulations in effect at the iime of installation.
Name of Firm. Garness Enqineerinq Groun, Ltd {G[G)P h o n e : 907-33-----------------7:6 1 7 I
Address: $01 East Tudor Road. Suite 101- Anchoraqe, Alaska 9950i
Engirreer's Prinled Name: Jeffrev A. Garness
ln conduciing this evaluation, GEG provided an engineering evaluation of the welf andior septicsystem
in accordance wiih the guidelines arrd regulations established by the fulunicipalrty of Anchorage and
inciustry practices The reporied results describe the concjition of the system/s on the date/s oi ihe
evaluatton Separation distances were measured to readily identifiable features, Hidden defects or
encroachments may exist that uvere not identified cluring lhe evaluation. The cperational life of all rvells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, f;: , -
groundwater levels (that may fluctuate during the year), quaiity of construction (maieriats and , ,:;, it "'.-'
workrnanship), and the r,vater usage oi the family utilizing the system/s, Tlrese conditions can vary, anO [ .r;'"-"
are outside the control of GEG. Satisfactory test results do not guaraniee future performance of tne \1;
systemls; therefore, GEG makes no $/aranly (express or implied) regarding the future performance of .},l;l.-r4l
thewell or seplic sysien. GEG makes ro epresenlalion whelher an alternatile well oi seDtic svstem ,', - .l.lt"ltr F ',:":|-.: .';
can be hslalied on the propeny in lhe event erthor of the crj(ent systems fait to pedom adisquaiety in t:..'" Jl {;-\t.i J.- ,.7
rhe future. The conrenl or lhis 'eport ts for the sole benefr ot th; person/pa(y lhat ,era;nj eed ro , 1 . fl ._, L Y :t?pe.iorm the evaluation. Reliance upon the rntomation provided in ihis 'epbn 6y any other person o, t.d ,ft#(La.;,17party (incluoing eubseoJent property purchasers) is not aLlhorized nor wi it coafer any legat rjghr a li;i*aaitjwhatsoever'
#AECcgg46. DSD SIGNATURE ,I'/ ll::ilffil;::::-z-::Hil: ....rq$\'6r'q2,Disapprovect _i;
*
oN-slrE "Z&^
Conditional approval for bedrooms, with the fottowing sti$S"WXiit'nin Wz
:v'TATER ==;;;-;; -vlFROGhAM €'S,S-s.\$s
K'o"
ItDate. Yi +rf uc
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By:Original Certificate Daie:
The Municipality of Anchorage Oevefopntent Services Division (DSD) issues Certificates of On-Site Systems Appro,ral (COSA) based onlyupon the represeniations given in paragraph 5 by an independeni professionalcivilengineer registered inthe state of Alaska. The Municipalityof Anchorage is not responsible for errors or omissions in the professional engineer's rr]ork.
7. ATT&Ct-tffiE$CT$:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisorlr
Other
COSA Checklist
Legal Description: ELMORE #1; BLOCK 3, LOT 16
C� If more than 1 septic system on lot: COSA Checklist # 1 of
J
vim �d�Gc��Z
Parcel ID: 018-171-50
Structure served by this system 1
a A. WELL DATA
1-71 I- ❑ Well log is filed with Onsite (or attached) Well production at time of test 3 9+ gpm
Date drilled 1963 �'� Water storage tank volume N/'°` gallons
Total depth *46.1 ft Well disinfected for coliform test? ❑ Yes X No
\ UNKNOWN
N Cased to ft ❑E Coliform bacteria is Negative
3.78
❑■ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND)
■❑ Wires are properly protected Arsenic ug/L ❑■ Arsenic less than MRL (ND)
w�--- Casing height (above ground) ** in. Collected by GEG, LTD.
Date of flow test for COSA 2/4/20 Date of Sample 2/5/20
Static water level at beginning of test 39.9 ft.
Comments *PER GEG WELL FLOW TEST **SEE PHOTO SHOWING SUMP NEXT TO WELL - SEE EMAIL FROM DAVE HARPER
SEE ATTACHED EMAIL BETWEEN ARM
SEPTIC SERVICES, GEG AND MOA
B. TANK DATA REGARDING ELECTRICAL LINE FROM
SEPTIC TANK TO HOUSE I C. LIFT STATION
Age of tank(s) NEW years
Tank type/material SEIH IE
Measured operating fluid level in septic tank N/A
❑■ Standpipes/foundation cleanout per record drawing
Date of pumping NEW
D. ABSORPTION FIELD DATA DUAL TRENCH
❑ Required maintenance completed
Age of lift station - years
Lift station material -
Comments: HIGH WATER ALARM INSTALLED ON SEPTIC
TANK AS REQUIRED BY MOA FOR SURFACE WATER WAIVER
Which system tested (date installed) 7/6/84
Adequacy test date 2/4/20
❑■ ALL standpipes present per record drawing
Results IDPass For 4 bedrooms
Total measured depth from grade 4.3 ft (max)
Fluid depth prior to test 0 in
Measured depth to pipe invert from grade 2.75 ft (min)
Water added 786 gal
❑ N/A — pressurized field
7
New depth in
❑ Monitor tubes go to bottom of effective. If not, state
120
depth into effective "'1"&20'
Elapsed time min
P
FE -1 Code -required soil cover over field
Final fluid depth 2 in
❑ System presoaked
Absorption rate 600+ gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) NONE
date of test)
Gallons introduced N/A gallons
If yes, enter date N/A
Comments/Deficiencies: TESTED WEST TRENCH ONLY- DRAINFIELD INSULATED PER MOA RECORDS "SUMP ONLY EXTENDS 19 & 20 INCHES BELOW INVERT AT TIME OF TEST
LIQUID LEVEL IN THE EAST TRENCH WAS AT 9 INCHES ON THE DATE OF THE TEST
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'**90
❑✓ Yes
1
Community Sewer Manhole/Cleanout > 100'
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
ft
❑✓ Yes
if No
ft
Neighboring Tank > 100'
❑✓ Yes
if No
ft
Private Sewer/Septic Line > 25' ❑✓ Yes
if No
ft
Absorption Field on Lot > 100'
❑✓ Yes
if No
ft
Holding Tank > 100' ❑✓ Yes
if No
ft
Neighboring Absorption Fields
> 100'
Animal Containment > 50' ❑✓ Yes
if No
ft
❑✓ Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75'
❑✓ Yes
if No
ft
❑✓ Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please
enter distances if less than required)
Building Foundations > 10'
❑✓ Yes
if No
ft
Surface Water> 100' El Yes
if No **60
Property Line > 5'
❑✓ Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
❑✓ Yes
if No
ft
Private Wells > 100' ❑✓ Yes
if No
ft
Water Main > 10'
✓❑ Yes
if No
ft
Community Wells > 200'✓❑ Yes
if No
ft
Water Service Line > 10'
❑✓ Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
❑✓ Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
❑ Yes
if No
*0 ft
Wells on Adjacent Lots:
Water Main > 10'✓❑
Yes
if No
ft
***
Private Wells > 100' ❑✓ Yes if No ft
Water Service Line > 10'
❑✓ Yes
if No
ft
Community Wells > 200' ❑✓ Yes if No ft
Surface Water > 100'
❑Yes
if No
**60 ft
F. ENGINEER'S COMMENTS
*LETTER OF NON -OBJECTION PENDING **WR#OSV201011
***WELL ON ELMORE #1; BLOCK 5, LOT 2 COULD NOT BE FOUND - THEREFORE SEPERATION
DISTANCE COULD NOT BE VERIFIED
G. ENGINEER'S CERTIFICATION
I certify that 1 have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
COSA Checklist yellow sheet
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David Garness
From: Andrews, Toms <Toms4n ews@oilseaoh,com» 4— &—� ^� \5
Sent: Thursday, Aph!�2O2O5:5OP� > ~^
To: DavdGames'`"~��-
Subject: shoshoni house sale
David
As per our conversation; I am fine with ARM Septic service coming back in the spring to finalize the electrical work for the
septic tank. | would also like bnadd that 43GUShoahonidoes not have a water storage located onthe premise.
Thanks for your help here David.
Thanks
Toms
Clinton Toms Andrews.
TOMS ANWEmS
LOG71STI IC C(DORDINATOR I OIL SEARCH LIMITED
Aurmhotel/oeadhorse
Mobile 907-346-0051
Office 907-685-4201
Home 907-244-9677
****~********This e-mail may beconfidential and/or privileged, Only the intended recipient may access mruse it. |f
you are not the intended recipient, please notify us promptly and delete this e-mail and its attachments from your
system. The views expressed by the sender are not necessarily those of Oil Search Limited unless otherwise specifically
stated. We use virus scanning software but exclude all liability for viruses or similar in any attachment. Think of our
environment before you print this e-mail
*************
David Garness
From: ARM Septic Services, LL[«annservkesak@outlookcom>
Sent: Friday, April J.2O2010:08Ak4
To: David Garness
Subject: 4360 Shoshoni - Tank completion
Hello David,
The installation has been completed at Shoshoni. The tank was perminantly equipped with a Anchorage tank float tree
and high water alarm kit. Additionally, we perminantly installed an indoor alarm inside the residence with a remote
monitoring device. This spring we will simply quickly trench between the tank and house to connect a low voltage wire
in conduit between the two together. ARM accepts responsibility to ensure this is completed in a timely manor.
Respectfully,
Rob Campbell
Managing Member
ARM Septic Services, LLC
Ph: (907) 098'8433
Cell: (907) 317f9433
Email: ARMServIcesAKk@outIook.corn
VVebsite:vxw�.ARK48emicee4Konm
Fanobook:wvmw.fanebook.com6ARK8SenioeoAK/
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Jeff Garness
From: David Harper <dlharper2@gmail.com>
Sent: Saturday, February 8, 2020 8:14 PM
To: Michelle Nelson; Jeff Garness
Subject: 4600 Shoshoni Avenue
Jeff, Michelle, the wiring on the above well site would be the same as in a crawl space so should be passing with
MOA. The well cap has been sealed so no foreign material can enter. We found a leak in the water system which has
been causing extreme rusting of both the exterior of the well casing and pressure tank. This has been fixed. We also
found there was very little air in the pressure tank. We added air to 38 psi and the system is working fine at this
point. The diaphragm in the tank appears to be damaged. The tank will need to be replaced in the near future or keep
adding air occasionally to prevent the pump from cycling to much. The well casing is below grade, however it is located
within the house in an off space from the lower level. There is a sump pump 3 feet from the well which would negate
water entering or pooling around the well. If you have questions, please let me know.
David Harper
Aarow Pump & Well Service, LLC
r
