HomeMy WebLinkAboutHIDDEN HILLS BLK 1 LT 39Hidden Hills
Block
Lot 39
#011-121-64
Municipality of Anchorage
Development Services Department
�\ Building Safety Division
On -Site Water 8 Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ek.us (907) 343-7904 Page 1 or 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW040174 PID Number: 011-121-64
Name:
GUY INGRIM
Wastewater System: ■New ❑ Upgrode
Address:
1842 W. NORHTERN LIGHTS BLVD. • ANCHORAGE, AK 99517
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 272-6122 4
ODeep Trench OShollow Trench 08ed 0161ound ■Other••
LEGAL DESCRIPTION
sw Aaung:
6.0
TetW Depth from •grow
gro:
:LEGAL
c•o/se. rL
10.0 MAX rt
Block: Lot: Subdivision:
1 39 HIDDEN HILLS
Depth to pipe sateen hem orlgk,a grew:
SEE DWG.
Gr<w depth ben.ah pipe:
6.0
rt
rt.
Township: Range: Section:
rsl eea.a wo.e 0191 page:
Gent Ingm:
_ _ —
SEE DWG. In.
20 rL
WELL: ❑ New ❑ Upgrade
crow .air:
2.5
NUM.r of Ones:
1
Diete.ae tia...n -
—
n
FL
ckneilio4or, Prept., Ae.CX Taa
Coed To: (smsoa)
Total aswpaw eno:
Pp mot.rta:
n
FL
240+ sD.
R �3O�J4/ F-810 / SCH 40 PVC
oLwr
EX�SZ�NG Da. DrWed:
stale ■a.r Lwa:
Inetplw.
A+ HOME SERVICES
11/116/04-12/10/04
R
rteid:Pura
Set ft
COOV H"ht Mo,• Ground:CPMn.
n
TANK
SEPARATION
DISTANCES
OSeptic OHolding ■S.T.E.P. 0Other••
To
Septic
Absorption
Lift
Holding
/Prkvte
mondotYi .
From
Tank
Field
Station
Tank
sewer un..
ANCHORAGE TANK
1500
Well
•75'+
075'+
•75'+
—
25'+
trot«a:
STEEL
waponmw,b:
2
Surface water
100'+
100'+
100•+
—
—
LIFT STATION
Lot Line
5'+
10'+
5'+
—
—
Ste ti gaane:
teawtoct .
1500/88
ANCHORAGE TANK ORENCO SYSTEMS
Foundation
5'+
to'+
5'+
—
—
w Mw a:
of tew a:
Nqh Doter ewm x
TIMER 42"
TIMER 18.5"
46" 53"
Curtain Drain
No KNOWN
p' Ye&e a Me••F
Eteartsa sw,..um,e palonned tr.
/20 OSI 05 HHF
M.O.A.
Remarks: *SEE WAIVER tf WIL040034
BENCH MARK
**THIS IS AN ADVANTEX TREATMENT SYSTEM. THE
Lawton aid 0.eainuae
FINISH FLOOR
SEPTIC TANK IS A 3/16" POLY COATED TANK.
THE EXISTING SEPTIC TANK WAS COMPLETELY
A. E� 100.00
n
ABANDONED.
FILL
ENWNEE"ooQo
0
a�P ' POO,
Inspections performed by: GEG, Ltd. Dates: 1st 11/16/2004
�',.. A �' dr
2nd 11/16/2004
3rd 12/10/2004
DO p ., et Cor ess ..
Development ervices Department Approval
00��0 r CE - /oov�
Reviewed Y
ewed and approved by: Date: '�1
ti
k 44v Prafe,,; af Deo
ror
�
00000��
PERMIT NUMBER: ASPARCEL
DRAWING PARCEL ID NUMBER:
SW040174 011-121-64
I I
GvnC \ \
AREA-.
•✓ NEW 1500 GALLON
—' — -- — -- -- L \ ADVANTE% TREATMENT
_ MTEM
10' UTILITY EASEMENT
10' UTILITY EASEMENT
` \ h \ // // MH
MT
/ \ \ ALTERNATE SITE
EXIS
NEW DRAINFIELD 4 BEDI
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LOT 40• BLOCK 1 \ Tn
' \ HIDDEN HILLS S/D \ „\
100' WELL RADIUS I /
\ I
DBL2 •��
DBL1
i
LOT 38• BLOCK I
HIDDEN HILLS S/D
\ \ rmT-1
DBL1
11.24
22.39
DBL2
12.07
22.00
STI
12.73
20.28
MH1
16.70
13.51
MH2
21.17
11.51
IAT1
40.17
18.26
MT2
34.69
21.56
12/28/2004
OF
GARNESS ENGINEERING GROUP, Ltd. R.A.L.
CONSULTANTS 6 GENERAL CONTRACTORS 30 •
UDSURF
O W S
1 — �..
J]ei E TeR ROGDR
. SUF 10� • GNCNORGf,F AK 0050) • McNF roeluv.nno • FAX —
GUY INGRIM
272-6122
HIDDEN HILLS SUBDIVISION; LOT 39, BLOCK 1,
OF WORK:
AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
2 OF 3 Q .•t A. Garness*:
QQ E-7953 1G
�4 ,. �' •J.2�2ti�o��4do
I
PERMITNUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
SW0
SW040174 011-121-64
TOP OF MANHOLE
TOP OF ADVANTEX POO 98.30 TOP OF MANHOLE
FINAL GRADE - 98.10 (AVC.) 98.50
98.09-98.te� � ,
TOP OF TANK
93.21
TOP OF TANK
93.13
•
1 T ORA
INVERT OF
FIELD
INLET PIPE
/
95.21
INVERT OF PIPE
1500 GALLON
92.59
STEELTAO ANTEX
ORENCO PUMP
BOTTOM OF
VAULT
PUMP VAULT
90.50
1 trrl_I7•
Mr
ORIGINAL GRADE
ANAL GRADE
103.13-103103 .81
(O HIGHEST POINT)
103.44y
FABRIC
VERT OF DISTRIBUTION UNE - 99.44 (AVG.)
THE DISTRIBUTION LINE IS 1.25 INCH PVC
WITH 1/4 INCH HOLES SPACED EVERY 8
INCHES ON CENTER. (30 HOLES TOTAL)
BOTTOM OF LTRENCH
93.14 (AVC.) •�
ELATNE ELEVATION OF
BOTTOM OF TEST HOLE 0 86.44 (TEST HOLE DRY)
DATE:
12/28/2(
-- DRAWN BY:
GARNESS ENGINEERING GROUP, Ltd. R.A.L.
CONSULTANTS i GENERAL CONTRACTORS SSE' c
370- F. TUDOR ROAD. SUITF 101 • AHCMORAGF. A[ 00507 • Pw F 4007)337-61)0 • FA% (Q07n38-3?46 N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
GUY INGRIM 272-6122 3 OF 3
LEGAL DESCRIPTION:
HIDDEN HILLS SUBDIVISION; LOT 39, BLOCK 1,
TYPE OF WORK:
PROFILE AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
o` `C..........L�
4 Ir ��00
—'•,J
CO r ess.
y; E-1953 1 pp
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■■�C-16-2004 09:1SA FROM:A+ HOME SERVICES, IN 907-866-6770 T0:3383246 P:1/1
■re 222 Z_
f■ )i
Inspeotlon Repert
Municipality of Aricliorage. Bullding Sataty Division
4700 South Rragaw
• 1 :I
INSPECTION: VOICE 943-&3W INSPECTION: FAY (907)249-7777 INFO: US 7962
t '
Name ED'S EI_ECTRI¢ Permit O4 9F35
Address, 6401 W BOTH AVF_, Phone 272-4591
Legal BK 1 LT 39 ) Inspection Date 12/15/2004
Subdlvislon HIDDEN HILLS f ;�
Comments or Dlreetlons
AM CALL 54 FOR f$NSfTE MTG
i
Impectlon Relro Elealrloal Relnapeotlon N
NO NONCOMPLIANCE OBSERVED
] CORRECTIONS ESSENTIAL AS EXPLAINED
L J WILL RE-EXAMINE AT NEXT INSPECTION
COMMENTS: (for Int:peeto( use only)
>�rr
All
Inspector
�l.
LJ DO NOT CONCEAL UNTIL REINSPECTION
6)/l%✓z,,:; � 7
Gni 1�E�✓f a/�d��>�Gtl�i.�
Date•/ `�' ✓'"
DEC -16-2004 THU 09:00Atl ID:A+ H)ME SERVICES, INC- PAGE:1
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND
�t/u Sys C/C �naY/w+
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
/ of 20 os by and between S%cl e
day of & 1.,, r, .•- ,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as QdvanTX located
at A fur Al Mr .514.11 vi:loo ; r/oc l- /, tell- E-7 , Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate or On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of O , Do
($ O .00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1)'repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terns and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owmer's AWWTS.
7. Nomvaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in anyway effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner: 61
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
O«'NF.R:
MUNICIPALITY:
By:
By:
/
Title:
Date: �6�05r
Date:
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The fgregoing in was acknowledged before me this k day off
�0 D�, by they n� r
�lTn �o , o behalf of the Municipality of Anchorage.
FARY PUBLIC 1V K ALAa A VAV-rTj
Commission expires: .�iT e1QT�lR}%
Munieipali4y, ofAnchorage
WN,
' — P.O. Box 196650 • Anchorage, Alaska 9951&fCZ0 • Telephone (907) 347-8301 • Pur (907),M&NX)
WN
4700 Bmgaw Street • Anchomge, Alaska 90.507 -
xxZmuN.org
Mayor Mark Ber�ich
33ttilding Safcty Dh9siorl
February28, 2005
Guy & Stacie Ingrim
8300 Sky Mountain Circle
Anchorage, Alaska 99502
SUBJECT: ADVANCED WASTEWATER TREATMENT SYSTEM
LEGAL DESCRIPTION: HIDDEN HILLS SUBDIVISION, BLOCK 1, LOT 39
PARCEL ID: 011-121-64
Dear Mr. & Mrs. Ingrim,
Our records indicate that you own an AdvanTex® Advanced Wastewater Treatment System (AWWTS).
An AWWTS is a wastewater disposal system that uses advanced technology to provide a higher quality
effluent than a conventional septic system.
In accordance with Anchoragi Municipal Code (AMC) 15.65.360, owners of AWWTS are required to
sign an AWWTS Maintenance and Repair Agreement with the Municipality of Anchorage. A copy of
the agreement is attached for your review. Please sign the maintenance agreement and have notarized.
For your convenience, free notary service is available`at our off)ce,.located at 4700 Bragaw Street.
Please return the signed and notarized agreement to our office within 30 days of receipt of this letter.
Due to the potential for degrading surface water.aind groundwater quality or jeopardizing the public
health, routine maintenance and repair of AWWTS is required in accordance with AMC 15.65.360.
Please contact Mr. Tom Varney, Anchorage Tank & Welding, Inc., AdvanTexe Coordinator, at (907)
272-3543 and arrange for periodic maintenance and repair within 30 days of receipt of this letter if you
have not signed a maintenance contract with Anchorage Tank & Welding, Inc.
If you have any questions, please call me at 343-7904
Sincerely, n
"` Julie Makela, P.E.
Civil Engineer II
On -Site Water and Wastewater Program
Enc: AWWTS Maintenance and Repair Agreement
Community, Security, Prosperity
r
m
S
OFFICIAL USE
r` Posteps i
C3
C3 Certified Fee
C3 Reaan Redeq FM Paefmre
(Fnderserrrere n•er+eel Here
Ln (EMoreerront
=Dr
N
C3 TOW Postano A Fees $
S
C3 Guy & Stacie Ingrim _
r` 3 8300 Sky Mountain Circle
n Anchorage, AK 99502 -"
N Complete Items 1, 2, and 3. Also complete
hem 4 if Restricted Delivery Is desired.
Is Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the beck of the mallplece,
or on the front N space permits.
1. Article Addressed to:
Guy & SWEic Ingrim
8300 SkyWountain Circle
Anchorage, AK 99502
A. Si"ure
X �— 0 Apert
f3.Addreaaea
S. Received b Nnled
D. Is de"y address different from Kom 14 ❑ Yes
ff YES, enter "very address below: 0 No "
3. Service Type
❑ Certified Mall 0 Express Mail
❑ Reglstemd 0 Retum Receipt for Merchandise
❑ Insured Mop ❑ C.O.D.
4. Restricted Delivery? (Extra Feel O Yee
Z. R,Msf �ervAce Jaw7004 X750 UOOI] 71736 1431
PS Form 3811, February 2004 Dorrbstla Return Receipt 202595-02#41540
Permit Number: SW040174
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 6 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
II/ILr'co 000r\
L1 :�cr
11' IuA
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Jun 08, 2004
Expiration Date: Jun 08, 2005
Parcel ID: 011-121-64
Legal Description:1HIDDEN HILLS BLK 1 LT 39
Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 006401 80TH AVE W
Owner Name: Terry Anderson Lot Size: 10541 SO. FT.
Owner Address: 112 E Redoubt Avenue Apt A4 Total Bedrooms: 4 Permit Bedrooms: 4
Soldotna , AK 99669 -
This permit is for the construction of:
❑✓ Disposal Field ❑Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Date: - �_ -!2 -O!E4
Issued By: r t'ri r l Date: fog e
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ok.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 011-121-64 Permit Number
Property owner(s) TERRY ANDERSON Day phone 265-9171
Mailing address (1) 112 EAST REDOUBT AVENUE, APT. #4 • SOLDOTNA, AK.
Mailing address (2)
Legal description (Lot, Block & Sub'd.) HIDDEN HILLS SUBDIVISION; LOT 39, BLOCK 1,
Legal description (Section, Township & Range) leu N W Sfh�- AvQ .
Lot Size I n 15 y Acres q.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only 0 Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
Permit Fees: GLo
61
Date of Payment: �� kg
Receipt Number. -�ORS
I'D Cvn *w
Waiver Fees: + ): 7v
Date of Payment:
Receipt Number: ����
GARNESS ENGINEERING GROUP, Ltd.
— --- CONSULTANTS & GENERAL CONTRACTORS r^^ �
May 11, 2004
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water R Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Septic System for Ilidden Hills Subdivision, Lot 39, Block 1,
To whom it may concern:
The proposed 4 bedroom house is to be served by the existing private well and a proposed septic
system. One test hole was excavated on the property. The drainfield will be designed around the
30 foot radius of this test hole. Because of the limited space constraints we are proposing that a
new 1500 gallon Advantex system, and a deep trench type drainfield be installed. In order to do
this, a waiver will be required from the existing well to the proposed Advantex tank and
drainfield. Comments regarding the design are summarized as follows:
1. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring,
and the percolation test results.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 6.0 gallons/da�/R2
c. Proposed application rate: 3.0 gallons/day/ft
d. Number of Bedrooms: 4
e. Design Flow: 600 gallons per day
f. Minimum Absorption Area: 200 f12
g. Total Depth: 10 feet (maximum.)
h. Effective Depth: 6 feet
L Width: 2.5 feet
j. Proposed Length: 20 feet long
k. Effective absorption area = 240 fl?
3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic
system.
3701 E. Tudor Road, Suite 101 r Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246 • Websitc: gamessengincering.eom
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the area of the proposed drainfield is approximately 20-25% running north to
south. In short, there are no slope concerns.
5. WELL WAIVER: We request a 75 foot waiver from the existing well to the proposed
septic system. The following are some mitigating factors for the justification of the requested
waiver:
• There is a slight mound and heavy vegetation between the well on the adjacent property and
the proposed septic system. If the septic system was to overflow, it appears that the effluent
would not travel toward the wellhead.
• The Advantex tank is made of fiberglass and will not corrode and leak untreated effluent into
the ground.
• The Advantex treatment system is to be installed with a "Vericomm" system that alerts the
service provider, Anchorage Tank and Welding, Inc., of an alarm condition, so that problems
can be corrected immediately.
• The effluent that comes from the Advantex tank is treated to M.O.A. secondary standards.
As can be seen on the attached well logs, the aquifer is relatively deep, with approximately 175-
200 feet of fine silt, sand, and clay with some gravely soils that have served to inhibit the
migration of untreated wastewater into the aquifer. Recent water sample results indicated nitrate
levels to be 0.10 mg/L and no bacteria were present. Based upon the aforementioned facts, it
appears that there is minimal risk in granting the requested waiver/s.
I am 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. A
Sincerely,
P.E., M.S.
NOTE: Attached is a site plan dran,ing, a design drawing, a topography site plan, a soils log,
and a 7 page construction specification letter which are all part of the design package for this
septic system.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: gamesscnginecring.com
I
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LOT 24, BLOCK 1
LOT 23, BLOCK 1 HIDDEN HILLS S/Dm
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LOT 4D, BLOCK I
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HIDDEN HILLS S/D \
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HIDDEN HILLS S/D I LDT 1, BLOCK
• 1 iecF' HIDDEN HILLS S/D� \\
------1--------------- -------
/ . 5/7/2004 c. �F"
DRAWN BY:
GARNESS ENGINEERING GROUP, Ltd. RAL SCALE
CONSULTANTS 6 GENERAL CONTRACTORS...... ..:....�^�
STD, F TUOOO DOAD CUR- 1M • A4r40cAfq,C AM OGIOT • F (00)1111.6-79 • FAX f0A)11qq/
_•A i
PREPARED FOR PHONE NUMBER: PAGE NUMBER:
TERRY ANDERSON/ c/o GREG SHEARS 256-9171 1 OF 1 y; '•, ffr COM SS" %
LEGAL DESCRIPTION: �� i�0� E
TYPE
HIDDEN
HILLS SUBDIVISION; LOT 39, BLOCK 1 �i;�vu`�ProTe7lo^o;F`4,`c='
SITE PLAN �� : <
PROPOSED GRAINFIELD. EXCAVATE A I
TRENCH THAT IS 13 FEET DEEP
MAXIMUM DY 2.5 FEET WIDE BY 20 I
FEET LONG. ADD 8 FEET OF CLEAN,
WASHED SEWER DRAINROCK.1 ,
---------i
10' UTRTTI' EASEMENT
I
I EXISTING\LINE IS TO BE
1.25 INCH POPE
TO BE COMPLETELY \\ FIELD\ THAT IS SLOPED SOPAS TO
I ABANDON \ \ DRAIN BACK TO PUMP
AR
-----
ALTERNATE
SITE _
cF
AREA � ,/� �•
1!1' UTILITY EASEMENT
� :Z-,7 i.
+ \
/ N
4 BEDROOM
T� PROPOSED
HOUSE
/ /LOT 40, BLOCK 1 \ \ \
I\ I HIDDEN HILLS S/D
\ I \ \ 1 75' WELL RADIUS WAIVER
I \I I
100' WELL RADIUS
I
p,VEN�E
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS It GENERAL CONTRACTORS
1701 F 7 PD POAD SDITF 101 • AN[HOPAU AK 00507 • MONF (W7)V17-6170 • FAR (007)11N -174N
TERRY ANDERSON (907) 265-9171
AL DESCRIPTION:
HIDDEN HILLS SUBDIVISION LOT 39, BLOCK 1,
E OF WORK:
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
/
RAL
%PROPOSED 1500
GALLON ADVANTEX
TREATMENT TANK w/
PUMP VAULT
1"=30'
2OF2
THE EXISTING SEPTIC TANK �
LOCATION IS UNKNOWN, IT WILL
BE FOUND AND ABANDONED
:CORDING TO M.O.A. REGULATION!
_006004
Qoo�P�F.. QF •A •• .S�p�
.. 4
Q P e •Of 033.:...
Q e C -7953 `Fa
•'••..........•.A
El
\
R
LOT 38, BLOCK 1
/ \ HIDDEN HILLS S/D
\
\
FOUNDATION
CLEANOUT \
\
\ 1
ESTED
I
1"=30'
2OF2
THE EXISTING SEPTIC TANK �
LOCATION IS UNKNOWN, IT WILL
BE FOUND AND ABANDONED
:CORDING TO M.O.A. REGULATION!
_006004
Qoo�P�F.. QF •A •• .S�p�
.. 4
Q P e •Of 033.:...
Q e C -7953 `Fa
•'••..........•.A
NOTE JIM CROSS.
P.E. HAS THE
ADVANTEX MANUAL
NOTE THE BOARD INSULATION TO BE
INSTALLED OVER THE SEPTIC TANK k 4'
BEYOND ON ALL SIDES EXCEPT UNDER
THE A17VANTEX FILTER. THIS WILL ALLOW
FOR HEAT TO ESCAPE FROM TANK k
RISE TO THE FILTER ABOVE R.
4' JIM
NUL GRADES (r
AdvanTex" Treatment System
AX20 -Mode 1 a
40x94Pod
LIFT
nRui[
6, Pvc COUPLING
CLUED TO TANK
iii r� �I
INLET
OPMONAL
SLIDE SECTION
OF 9' PIPE
OVER THIS CONNECTION
TO PROVIDE
SHCER PROTECTION- 1500 GALLO
EXTEND TO TANK
BRIDGE EXCAVATION
DATE-
Ile
ATEIle 5/11/20(
DRAWN R.A.L.
GARNESS ENGINEERING GROUP, Ltd. SCALE
.....�..�.�.++, CONSULTANTS L GENERAL CONTRACTORS N.T.S.
SIM F TIOMi ROAD. SNTF 101 • ANCN04AOF. AK 0030) • MMF !007133]-0170 • FAX (007)330-3746
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
TERRY ANDERSON (907) 265-9171 1 3 OF 4
LEGAL DESCRIPTION:
HIDDEN HILLS SUBDIVISION; LOT 39, BLOCK 1,
(TYPE OF WORK:
PROFILE DRAWING OF PROPOSED ADVANTEX SEPTIC SYSTEM
PROPOSED DRAINFIELD
SCREENED
VAULT
....... ... . . ..... .......
P .J fr M SS.:
E 7953
Op Vie.. ..... ePAo
20' LONG - I
--
--------------------------------
O
OWTWTO
I
I
IL---------- --------------------
THE
------------- -----
THE DISTRIBURON LINE IS
TO BE 1.25 INCH PVC w/
1/4 INCH HOLES SPACED
EVERY 5 INCHES ON
CENTER (30 HOLES TOTAL)
THE DISTRIBUTION L
TO BE 125 INCH P
1/4 INCH HOLES SI
EVERY S INCHES
CENTER (30 HOLES
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS i GENERAL CONTRACTORS
170, F TMOP ROAn SUIT= 101 • ANOHOWO AK 00507 • FHONF (0016{1-0170 • FAX (007)15M-1746
5/11/2004
RAL
N.T.S.
PREPARED FOR: PFIONL NUMBER: r7 L nu7Aoc ;
TERRY ANDERSON (907) 265-9171 4 OF 4
HIDDEN HILLS SUBDIVISION; LOT 39, BLOCK 1,
DETAIL DRAWING OF PROPOSED DRAINFIELD
•. l
9 •�
F
ei e A. Gar @SS;••••
ep, -7 3 ,•• `aP`o
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
S701 -L NWA WOE 101 • N,UWf[. A W l • Nlot: NO -•17Y • IAL W O • WU 1 ' twn mft Y+ &4
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: HIDDEN HILLS, LOT 39, BLOCK 1,
PERFORMED FOR: TERRY ANDERSON DATE; 4/21/04
(feet ��E ORGANICS
7 SM
SILTY -SANDS
8 SAND -SILT
MIXTURES
9
10
11
12
15
16
17
18
19
DEPTH TO
GROUNDWATER
i
DRY
4/21/04
DRY
4/28/04
i
— 4 0' 6'
SOIL QLASSIRCATIONS
T.a-f•GG
• RG
4
— 4 0' 6'
IlililllML
— — I 6' —
6
— 4 0' 6'
II.IIIJI
CL
GCNNH
•
IRSWIIIIIIIIIMH
SP
CH
�111�1Sm D.6B.
•
e:*`1SC
7 SM
SILTY -SANDS
8 SAND -SILT
MIXTURES
9
10
11
12
15
16
17
18
19
DEPTH TO
GROUNDWATER
DATE
DRY
4/21/04
DRY
4/28/04
2
— 4 0' 6'
W Path
Emig-liflaw
THI1
1.-100'
DATE
READING
CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
4/21/04
1
— — 6' —
2
— 4 0' 6'
3
— — 6' —
4
— 4 0' 6'
5
— — I 6' —
6
— 4 0' 6'
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.5 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO
SOILS LOGGED BY: RYAN SMITH PERCOLATION TEST PERFORMED BY: CALEB CALL
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAS P RF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5/ 7
Municipality of Anchorage
Mark Begich, d/ctyor
Builditlg Safety M ision
I1.0. Box 196650 • 4700 11nigaw Street
Anchonige, Alaska W519-6CM • (907) 343-13301 • rwx (!X)7) 343-82M
IItt1)://%%i%iv.niiiiil.org
6/2/2004
Garness Engineering Group, Ltd.
3701 E Tudor Road
Anchorage, AK 99504
Subject: Waiver Request for Hidden lulls Block 1 Lot 39
Waiver Request # WR040034
Parcel ID #011-121-64
Dear Mr. Gamess:
Your request for a waiver of the required 100 feet horizontal separation from the Well to
the Septic system and 100 feet from the Well to the Field has been approved. The
approved separation distance is 75 feet each.
This waiver approval applies to the existing Well to Septic system and from the Well to
the Field separations only. Any future upgrade to the on-site wastewater disposal system
will require all separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
d r
e Goodall
Civil Engineer 11
On -Site Water & Wastewater Program
Municipality of Anchorage
Development Services Department
• r Building Sarcty Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchomge.ak.us
(907)343-7904
Waiver Review Worksheet
WR#: 040034 PID#:011-121.64 HA#:040237 Permit#:
Date Received: 6/2/2004
Legal Description: Hidden Hills Block 1 Lot 39
Engineer. Garness Engineering Group. Ltd.
3701 E Tudor Road
Applicant: Terry Anderson
Waiver Requested: 76 foot waiver from the Well to Septic system and a 76 foot waiver from the Well to
the Field.
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
...................../..........................................................
Waiver is Granted: Waiver is not Granted:
List Conditions or Reasons for above:
Date: By: or -of
Name of Reviewer
season ... .........
Rec#: 63066 Amount: $11¢4 Date Paid: 612/2004
(^
(C/
WAIVE( REQVE57 Foq HIAOCN dlttS SU/SD/oSt" QLock 1 LO7- 39
WnjVEa REQUEST Nur-OA"vR-fr oyoopy
W41VEK RE4a5T: I�OA,, O'J-1-01 WaTCk wFrc. To oN-LoT SCPTic
SYST6/N of -f5- Fl -Er
SEv-r/c- SYSTEM DATA -
C TJJFOQIb+ATION PaoVIJEo ay e74MAIES5 Ev6/MEEK/NIJ 4`70WJ
+=F SEPTIC EFFt vavr wRAE To A,4 "(7, r THF-Rf IS VE6£7-%T1nAJ
RND $uC7,I7- /"OUPJD 7A/Ar svould Paeue,JT EfPf.cvr FrroM
REALH,Nd 7I{c S�/BJFeT W1:K �-/eRd.
• TrIE ADVANTEA "Nk- IS MADE ou-r oP FleEot.hlAss A,JG w/a<
A)oT [ oA/ZO PE IWO L -EA k VAITRE47-So EFFi-veAlT,
TdE EFFLUENT EXIT-iA1 f RDJnNTEx SySTen., 15 7-REATED
/fT R cOTE'15
0
a7 == STA^JDAiej:� / Lle, 7ED /N h+oA-
AC6ut-A mOA/S/ cpMDEO, f}OVAAICEC) 7-XER7-,VlSVr S
WF,, -A- DATA- --
%HE WF4,c- Lo4F St/OwS T'NRT THE PtQV1FEr2% IS ACL.ATrYeL%/
,DbEp wirN HpIvRoXf.-"ArJEL y lis to 20o FF -ET of F•AlE
Soc-Tl SAND AA1O somC- CLA-� WITH SotAe EjnovELy SO/Lrs
gCCE^/-r WR'rF-Z SAI"Ps-£S %JU #GRTED NITAATE LfyEGJ - dr-
A,40
EwNo No 80+GTEA140 WFA1= PR/`SeNT
pCaMCA8 r r_ r T%,
G3(. )0 4- Gs� Z �C_0 *
le S
I�aTErt TR�t.E 9RA DIENI
F:MVNo Dost NOT SLOAF TOwArCO
TELL R^JO MOVND E1KISTS I38T�JF-M'V
hlEc-L- A -JD AvUANTfA, 4 S % SLOPE
j-IoRI �OJ7Rt $FoiQ2R7IOA/ 2, o
-"OTA L.
r^
1.E55 THAN I2EQJr1I4G /b P01pITS NOV6VEA, r+,71rfWri,v Mr SL/Afj Ane /-/o7t0,
APMAITtF SWE'" IS Pp0Pe56v 70 QE "FD CArC60A , 2Zr 3EPTiG SySTLP+ ?cc
f we Lc v S/0rj TO mac' i b &C-P/Fl�r IZ
6AANT V1t %VE-rL
ff. D• E• G. SfipA1RAT10'v DI57ANCE WMWEA, 6UIDECIIJIFS
)=0R Ar MGM OAR ND VM FROM
^
r
STATE OF
A&ASkA C47Ep
.'I1NVAf2 tl
3 , 1` L75 )
WR7Ela TggcE
-Po (,VT S
FKoM h/Ecc CoFj flicar4 NicaS aLOckc I LoT 9l
7. 15—
SEPTIC SySTcr. pEPT-q — 10 fEET-
W t
_ _
N N N
WELL- tots e-- 2 Yo' DeCP.
coo
STATIC.-+ATErz, LEuSL 134 FEET
_rve
_
13't— /o c ITq FEET ' 'x
(mal
SolL- SoIViT 10 1
raoM1. •vEcc. Lofj N�PnEnl NIa 1_ RL 1�—
\ I C3G z} l
pCaMCA8 r r_ r T%,
G3(. )0 4- Gs� Z �C_0 *
le S
I�aTErt TR�t.E 9RA DIENI
F:MVNo Dost NOT SLOAF TOwArCO
TELL R^JO MOVND E1KISTS I38T�JF-M'V
hlEc-L- A -JD AvUANTfA, 4 S % SLOPE
j-IoRI �OJ7Rt $FoiQ2R7IOA/ 2, o
-"OTA L.
r^
1.E55 THAN I2EQJr1I4G /b P01pITS NOV6VEA, r+,71rfWri,v Mr SL/Afj Ane /-/o7t0,
APMAITtF SWE'" IS Pp0Pe56v 70 QE "FD CArC60A , 2Zr 3EPTiG SySTLP+ ?cc
f we Lc v S/0rj TO mac' i b &C-P/Fl�r IZ
6AANT V1t %VE-rL
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: Gamess Engineering Group
Legal description: Hidden Hills Block 1 Lot 39
The attached paperwork has been reviewed and Is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. —
❑ Additional soils information needed.
❑ Water monitoring results inadequate.
❑ Discrepancy in information submitted. _
❑ Topographic information missing or inadequate.
❑ Incomplete; missing
❑ Incomplete; missing
❑ Additional adequacy test information needed.
❑ Water sample unacceptable.
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field.—
ED Other. Can not issue a conditional has Conditional has are mainly used in situations when winter weather Is
not permitable to Install septic system.
Name of reviewer: loe cloodall
Date: 6/8/2004
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
OP t - too Htt;.J p 1
LAA6�
WATERWELL -TEST PUMP REpowr /
Conducted by: Aaia& we, 11
Owner. Ad dm.s:
Well Location: L
Well Information:
Total Depth: — Depth of Casio m
f Screen Fro:: _---To: '--
Casing Size: Screen Dlam: Screen Slot:
Remarks:
Pump Information
Intake Depth: [lump Size —'_-"' Air tine Depth: ,
Static Water Level: 13 v. Dischatle, --—aP.r1;11tax Drawdwn:
' Ac
Pump On
Time: JkV1 A Date: Pump Off: Time: ' 1 Date. -
Ti me
ate.-
Time dater
Level
1
Flow i Remarkr
CpM ,
�0
YC'
. ., .q.gp61.. yS •,.. n,10•i1Np•
t0'd
Wd tt:11
b00L-bt-Atf� �
Lot 33, 731k 1 - bidden }lino
0 - 36' Sand Gragel
36 - 72 Gravel
72 - 96' Sand Gravol
96 - 123 Clay Grsvel
123 - 160' Gravel
1.60 - 170' Fine Silt Gand
170- 175' Course Gravel with water 1751 of 6" casing.
flailed 10 GFM
30' walker in well
Anchor Drilling
I.ot. 31�r 'tl.11: ]. •- ili.drlol 11.111;
CravvI
160' t;zv,vol.
160 ... 1•j;)' liter; .G it.
l'%H .1.•.i' duu;•s�• �.r:;v:-:1 ::.lt!; arae)• ]R13' of G" r.>:,�:lnr,.
.r.�r.:.::•i 10 c;i i{
J' u.d.ur Sn 1:01.
r LT r7 .(_,1T fCLU411
WATER WELLS
665 1P.1171h'A vv ii iic
Anrhllrrip!, AIMMkit 99.502'
htll COMSIOUCtioll LOG
(a33/
344-0490 :'
01111inc Co.- � USOS me.
y_ tape of tit—(`�e01111e1_ii � —oale
(j ry ti
well C onp to led_.(1>C
1 [
Ma 11 a. "a r—Meptall community
mrll locition: (address S letal deice lot len)— — Location sketch of Ismailia
Death el .ell�a n-(L_Il. Caf int: 11111111 197 -Is,
Sialic .a 1 a I $.salI. (share, bila-) land sulfate. Ones _Qe-r,57- / 9
r�
/1ni$n al .e 117 lsDe stns", potla(pled, opsn•helf. olhaf)__—
hr:cllhe uUelvals and Site: _--,
It 11 Iiit ld las led by (Ounpine. Oil line, III) at (! Cal/min,
I01 --,{.,_•-honk •illy-_�—•-11, It 114 -dos" Iron alalia level,
Oalllt C'S MAIt0.1Al LOG
•-11talh btlr..•land•—• - Clve docellation of $tests pensllslad
S1.113ce u1 late tells Of malelial. Se1e1, bald -lets ti dlillin
e, end nIsf content)
=T
a....C__te_/.S __..__.C,��ri_tt�L,�L��jr(��tc - � 'ten-•�-�"�
olI.Z�.i'._ SLG• .r i a C- ..a1�C1•S,S,C-�/ 7
.•4t%/
i. �.�=_�1..1 r(.ri�, .J _"�`v',--"`� �l�_C+af_"..�_..C•L:SI�—.7•Git
v Dy •.yam /J
6K^,,,_,c.t.•-C1£S�,L"2:_IJJ
is
......tom .-. ___ .—.—__ •-- �— %
;s
... _..1 a _ ....i.:_ ._. ._..—._.—_.._
9
B-11-04; 2:49PM; ;907 5815301 a 2/ 3
iCS Ref.0
1042278001
;tient Name
Aarow Pump & Well Scrvice
Project Name/M
6401 W. 80th
:IientSample ID
6401 W. 80th
datrix
Drinking Watcr
'WSID 0
ample Remarks:
All Dates/Times are Alaska Standard Time
Printed Date/time 05/10/2004 15:07
Collected DatelTime 05/05/2004 14:32
Received Date/time 05/05/2p04 15:00
Technical Director Ste C. Ede
Released B�
ammeter Results PQL Units Method Container ID Allowable Prep Analysis
Limits Date Date lnit
Tatars Department
Nitrate -N 0.100 U
licrobiology Laboratory
Total Coliform 0
P—Lf)C)a J
i
0.100 mg/L EPA 300.0 B (<=10) 05/06/04 • IMP
col/100nd. SM189222B A (<=1) 05/05/04 DKC
�71 L. -s � 1.. 3 qJ 9
-3.3-
9 ze,1ti
\ resr
O.
Z j` AN410R ry 9_ !2
r
\ N
m
v c1 4-
J`
bS \
41
w
0
~ Uf A
.p^••�
NrH.,
�1-
Cklvl:w.ty
3$.DD L._ 3q. o
w
0
vJ •
i3
Fled 1Y&E.uy .�
N4 �3JL
EASEMENTS OF RECORD, OTHER THAN P15 4.31
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HERECN. I'9 3 B
AS -BUILT NO CORNERS SET THIS DATE
L
J
V
-38-
I hereby certify Yat 1 have performed a Mortgagee's inspection
of the following described property: LO 3,f
i3LOG1e It IIIDOEht HILLS 5uBn.
Anchorage Rxcordinq Procinct, Alaska, and that the
Improvements situated thereon are within the property lines and
do not overlap or encroach on the property lying adjacent
thereto, that no improvements on property lying adjacent thereto
encroach on the premises in question and that there are no
roadways, transmission lines or other visible easements on said
property except as indicated hereon.
Dated at Anchorage, Alaska
this zg4h day of n�)R y 20
FRED WALATKA & ASSOCIATES
(907) 248-1666 Engineers and Surveyors