HomeMy WebLinkAboutVALLEY EDGE LT 6Valley Edge
Lot 6
#060-331-16
Municipality of Anchorage
Development Services Department
• _•
Building Safety Division
' T
On-Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW060270 PID Number. 060-331-16
Nome:
LEROY ALDERMAN
Wastewater System: ■ New ❑ Upgrade
Address:
P.O. Box 670045 a CHUGIAK, AK 99567
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 223-8100 4
Cl Deep Trench ■ Shallow Trench O Bed 0Mound OOther
LEGAL DESCRIPTION
sos Rowq:
0.6
a D
Total rvavn orq+ad
al gr.:
GPD/Sq.
n. 10 MAX n.
Block: Lot: Subdivision:
— 6 VALLEY EDGE
oepth to pps balani ham Aging grade:
Grava d•plh be h pip.:
SEE DWG.
R 4 rL
Township: Range: Section:
ns added aeon erginal pedr.
aro.a wgrh:
_ _ —
SEE DWG. rL
100 (2 ® 50)rL
WELL: ■New ❑Upgrade
r"a a e"m' S
Nwnber of e».
2
Db areae 5w+ Nee.
a:
1 s+
n
caeurialnn Pdvol•. Ae.0 :
Tota opus
Co..d To: (°m"°"e
rota a»e pNoa o ea:
P" mot
PRIVATE
380 rL
83 rt
1000 so.
R D 3034/ F-810
ar+Nr:pot•
SULLIVAN WATER WELLS
fhul•d:
4/27/2005
stoaa war Lava:
49
inch ..
SOUTHFORK CONSTRUCTION
Da. balalw:
10/25/2006
r<
r+w:
wap Sot Z
ceang Hoot Aeon Grm•W:
TANK
1+ omil
UNKNOWN rL
2 n.
SEPARATION
DISTANCES
■Septic 0Holding 0S.T.E.P. 0Other
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
ubrv:/pdva•
sewn un..
Uo,.4oct.
ANCHORAGE TANK
GOPOLh' N eOVO1e1
1250
Well
too'+
too'+
—
—
25'+
� STEEL
Namew of aa'^Parlr W:2
Surface water
loo'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
'5'+
—
—
—
Use In saaM,
Nararr•elrr:
Foundation
5'+
10'+
—
_
_
°A I'v'I °1
amv oN ot.
"ft ager arm aL
Curtain Drain
No KNOWN
Yohe .L
ENcbknl bup•cepne Wo, y-
Remarks: "SEE ATTACHED WAIVER REQUEST
BENCH MARK
•
U ol,on and Diw"kr mn
TOP OF CMU ® NORTHEAST CORNER
Auunwd EN.otw
100.00 n
GEG, Ltd.
Inspections performed by: Dates: 1st 70/23/2006
ENGINEER'S SEAL
0000
2nd 10/24/2006
o OF
3rd 10/25/2006
Development Services Department Approval
*
Reviewed and approved by: Date:
OO .J f Gar ess�
O o• ' E- °O
0 "a P o
Reviewed and approved by: / Dote ) /-O7
2
ev.
(R4/oe)
� rofessl0'
40000��0
PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER:
-
SW060270 060-331-16
BERNARD DRIVE
A B C
STI 26.1 13.0 70
ST21 29.1 1 18.2 1 39.8
NEW DRAINFlELDS ::.. 'v �'•.'
FS
35.4
52.4
51.4
COI
16.3
35.1
32.3
MT1
17.5
38.0
33.3
CO2
11.3
45.5
25.1
MT2
12.5
45.8
26.3
CO3
55.8
80.6
69.8
MT3
53.8
78.5
68.4
C04
56.7
75.8
72.0
MT4
57.3
75.8
72.6
NEW
4 BEDROOM
HOUSE
----------` NEW 125GALLON
SEPTIC T
o/ I
I
I
15• UTILITY EASEMENT I
C,0"
LALTER ITE SITE WILL
REQUIRE THE USE
OF AN ADVANCED
TREATMENT SYSTEM
CONFlRMATION
TESTHOLE FOR
ALTERNATE SITE
_ _ _ _ _ _ _ _ _ _ _ _ _ _ .L - - - _ _ _
GARNESS ENGINEERING GROUP, Ltd. p°C/)
^-n• � ••_•••--��-- CONSULTANTS d GENERAL CONTRACTOR�....... •
m, L n Ilo n•rz ,o, . mo"L M Kwl • r.4[ lwY}ln-SIT . !M (001))JO- " • rosc •...prnyirw,w• 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LEROY ALDERMAN 223-8100 2 OF 3 �p
LEGAL DESCRIPTION: DRAWN BY: OO°O,• '
VALLEY EDGE SUBDIVISION; LOT 6 K.D.M.
TYPE OF WORK: DATE: DO7
AS -BUILT FOR NEW SEPTIC SYSTEM 5/11/2007
A. GarnlsS.
PERMIT NUMBER:
SW060270
FILTER
AS -BUILT DRAWING
TOP OF TANK
AT INLET - 98.59
INVERT OF BUNG
AT INLET - 97.97
FINAL GRADE - 104.09
ST2
/- TOP OF TANK
/ AT OUTLET - 98.58
NEW 1250 GALLON
SEPTIC TANK
FINAL GRADE
99.43 (AVG.)
INVERT OF PIPE
95.63 (AVG.)
BOTTOM OF
TRENCH
91.62 (AVG.'
FILTER FABRIC
BOTTOM OF
TRENCH .
93.11 (AVG.)
BUNG
97.77
PARCEL ID NUMBER:
060-331-16
FINAL GRADE
100.77 (AVG.)
/-ORIIGINA
,0]
5'—�
INVERT OF PIPE
- 97.17 (AVG.)
RELATIVE ELEVATION OF BOTTOM OF RELATIVE ELEVATION OF BOTTOM OF
TESTHOLE . 84.62 (NO H20) TCSD40LE 87.11 (NO 1420)—�
GARNESS ENGINEERING GROUP, Ltd. 71
Mi�•-•^�+�--��•--••�• CONSULTANTS& GENERAL CONTRACTORS ••••••••• • . •••••• ......71
Mi L T10011 AYO. AOI[ 101 L400 WL AM N!0) � 11101( (ARj,Ufy1T � IIS (YO)J),M-]}N � \ . wwp.....4 ..
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: •• • .. ... .........
.
LEROY ALDERMAN 223-8100 3 OF 3 OQ . e y . GG ness.:
LEGAL DESCRIPTION: DRAWN BY: O�ep,• •'• CE— e,
p�
VALLEY EDGE SUBDIVISION. LOT 6 B.F.M. On 7e e, 5�1�, v
TYPE OF WORK: DATES pp pIo (ass}0� o�
PROFILE DRAWING FOR NEW SEPTIC SYSTEM 5/11/2007
GARNESS ENGINEERING GROUP, Ltd.
...... CONSULTANTS S GENERAL CONTRACTORS•
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: VALLEY EDGE SUBDIVISION, LOT 6, BLOCK 1,
PERFORMED FOR: LEROY ALDERMAN D)
ULF
(fe,
1
4
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
ORGANICS
GM TO SM
TEST HOLE 3
DEPTH TO
GROUNDWATER
DATE
DRY
5/1/2007
DRY
5/3/2007
DRY
5/11/2007
6"
N
43
3:30
30
:tillt�t:
4-
3
���0.
—
KOM
—
4
MIN
•
2-
4-
5
4:00
—
6-
—
6
%//%
30
t�
lilt:
'�idB
•
�
DEPTH TO
GROUNDWATER
DATE
DRY
5/1/2007
DRY
5/3/2007
DRY
5/11/2007
6"
N
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/3/2007 1
At
............
v'
6"
N
43
3:30
30
2-
4-
3
3:30
—
6-
—
4
4:00
30
2-
4-
5
4:00
—
6-
—
6
i
30
2"
T -- __
\
�
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/3/2007 1
3:00
-
6"
-
2
3:30
30
2-
4-
3
3:30
—
6-
—
4
4:00
30
2-
4-
5
4:00
—
6-
—
6
4:30
30
2"
4 -
PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3 FT. AND 4 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. t, JEFFREY A. GARNESS, CERTIFY THAT THIS WA§ PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: O
GARNESS ENGINEERING GROUP, Ltd.
r _------^ CONSULTANTS & GENERAL CONTRACTORS. --- —_- _-�
May 14, 2007
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Lot Line Waiver for Valley Edge S/D; Lot 6, Block
To whom it may concern:
We request that your department issue a 5 -foot lot line waiver from the east property line to the
new drainfield. There are no septic systems within 30 feet of the east property line that would
have any impacts to this waiver. If you have any questions, please contact us at 337-6179. Thank
you for your assistance.
P.E., M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.gamcssenginecring.com
0 MYe
'4 14A
Mayor Mark Begich
Alimicipahty of Anchorage
P0. IA'X 1!XMN) • Andwntgc,.Vasl n lX 71194*4R) • Telephone 017)=-KU)I -I" (!X)7) 333.8;9X)
371M I nrl);.ne Street .lnchorol!e, .11nau1 !XLi117
aa%c.nomLurg,
Iiuilding Safety Division
5/21/2007
Jeffrey Gamess
Garness Engineering Group, Inc.
Subject: Waiver Request for Valley Edge Lot 6
Waiver Request #WR070022
Parcel ID #060-331-16
HAM 070149 Permit # 060270
Dear Engineer,
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to the property line has been approved. The approved separation distance
is 5.0 feet.
This waiver approval applies to the existing absorption field to property line separation
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,
Jeffrey W. Poet
Engineering Technician
On -Site Water & Wastewater Program
Comms nhy, Securit , Prosperity
Municipality of Anchorage
Development Services Department
Building Wa Division
On-Sitc Watttand WaztcwatttProgram
4700 Bragaw Strect
P.O. Boz 196650 Anchorage, AK 99519.6650
www.ci.anchoragc.ak.us
(907)343-7904
WR#ffI0022 PID#: 060-331-16
Date Received: 5121/07
Legal Description: Valley Edge Lot 6
Engineer. Jeffrey Garness
Waiver Review Worksheet
HAM 070149 Permit#: 060270
Waiver Requested:_5 feet separation absorption field to property line
Criteria:
Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
...............................................................................
Waiver Is Granted: -cam Waiver is not Granted:
List Conditions or Reasons for above:
Date: 511,41-07
................................ .............
..................................
Rec#: 5-21-07 Amount: $175.00
Date Paid: 5-2107
IS 07.05:07p Jim Sullivan
907 p.I
ARCTIC PUMP & WELL INC.
Jim Sullivan
PO Box 770197
°Mua � Faglc River, AK 99577
5 p `�"� (907)688-2510
(907)258-2510
flo
Pump Installation Log
Well Drilling Permit Number: SW 060270
Parcel Identification Number:060-331-16
of Issue:8-18-06
Legal Description:Valley Edge Property Owner Name K Address:
Lot:6 M2C 1
Block: PO BX 670045
At: 004;C7
Pump Installation Date: 5/1/07
Pump Intake Depth Below Top of Well Casing346: Peet
Pump Manufacturer's Name: Dempster
Pump Model:M-75
Pump Size: 1.5 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Manufacturer's Namc:Martinson
Pitless Adapter Installer: Arctic Pump & Well, Inc.
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
Arctic Pump & Well, Inc.
Page I of I
May 1,p 07 07:39a Jim Sullivan
eoHnctt wera srsTn+s sALrs •:ava•c
ARCTIC
Jim Sullivan p(TMp 8 WELL ,
6862510 _ CftAAT_V
NWWA CERTIFIED PUMP INSTALLER
N° 304
WELL RECOVERY TEST
WORK ORDERED BY:
ILI�
ADDRESS'.
LEGAL:
1,6
Alaska
Di`stt/riib�uuloorr
<e
P.O. Box 197
Eagle River, Alaska
DATE:
TAKE BY:
COMPLETED BY:
s11 /o/7
�
CASINODIAMETER
DEPTHOFWELL
TAN06CAPACrry
CHECKFOr
CHECKEDO
CHECKEDI)
VERBAL(
VERBAL()
VERBAL(I
WELL LOGO / G
f%
WELLLOG(1
WELLLOGO
PUMPSET
BTATC LEVEL
PU MPNP
CHECKED(
CHECKED()
CHECKED
VEn8ALO
VERBAL()
VERBAL()
WELL LOG (1 fy�
J !
WELLLOGO
O WELL LOG ! �Z
DRAW DOWN
RECOVER
SCREENED()
CHECKED
VERBAL(
CHECKEDYRAT
VERBAL(
OPEN O
PERFOnATEDO
WELLLOGII3y6
WELLLOGCS,,( xnM�
V IA/• Imo/
LINED()
COMMENTS:
.7�
1"
P.1
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water b Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SW060270
Legal Description: VALLEY EDGE LOT 6
Design Engineer: 0855 GARNESS ENGINEERING GROW
Owner Name: WILDWOOD DEVELOPMENT
Owner Address: PO BOX 670045
CHUGIAK , AK 99567 -
Date Issued: Aug 18, 2006
Expiration Date: Aug 18, 2007
Parcel ID: 060-331-16
Site Address: NHN BERNARD DRIVE
Lot Size: 54450 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit Is for the construction of:
❑✓ Disposal Field 0 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 free2
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
Received By:
Issued By:
Date:
N
y Date:
Municipality of Anchorage
• 'Y Development Services Department
r Building Safely Division
Onsite Water & Wastewater Program
4700 Bragaw St.
P.O. Box 196650
Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
APPLICATION
aft�j ON-SITE SEWER/WELL PERMIT
Ei-fl ro FOR A SINGLE FAMILY DWELLING
Parcel I.D. OttD-331- bc
Propertyowner(s) L ROY ALDERMAN _ h0L1Awbb_t) Ny
Day phone 223—'8100
I
� I
Mai ing s res — I
Site address Iq 3CO BERNARD DRIVE • EAGLE RIVER, AK Zip Code 99577
Legal description (Sub'd, Block & Lot) VALLEY EDGE S/D• LOT 6
Legal description (Township, Section & Range) N/A
Lot Size 9ZI, L/:Z Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR ( ®all that apply):
Absorption Field
Septic Tank
Holding Tank
0
E]
Privy
❑
Private Well
Water Storage
13
I certify that the above information is correct.
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
■
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.
i
PermitlRush Fees: 466.0
Date of Payment: &N,
Receipt Number: Ap/ a7
(Rw. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GRO U F, Ltd.-
CONSULTANTS
td:CONSULTANTS & GENERAL CONTRACTORS
August 15, 2006
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ret: Proposed Septic Design for Valley Edge Subdivision; Lot 6,
To whom it may concern:
The proposed 4 bedroom house will be served by a private septic system and well. A private well has
already been drilled. We are proposing to install a new 1250 gallon septic tank and a dual deep trench
type drainfield. Two test holes were excavated on the property. The drainfield will be designed around
the 30 foot radii of these test holes. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, i and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
I
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system.
4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the
drainfield is a 15 percent slope running approximately north to south. There also is a cutbank
approximately 20 feet down hill from the proposed alternate site that is approximately 5 feet tall.
Attached is as detail drawing of the slope that shows that a waiver is not needed.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have anyquestions, please contact us at 337-6179. Thank you for your assistance.
perciE., M.S.
NOTE: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design pa Ikage for
this septic system. (Contact G.E.C. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246' Websitc: www.gamessengineering.com
5
0
N
/
GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
MI [2110011 Ip.G. }AF 101 . MY.IMIIY. Yt N'A2 . A101[ - I" • fY
22N . •092 .w.
PAGE NUMBER:
•
' "1' • • • • • •: "'
PREPARED FOR: PHONE NUMBER:
LEROY ALDERMAN 223-8100
1 OF 3
DRAWN BY:
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LEGAL DESCRIPTION:
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DATE:
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8/15/2006
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7777777712
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VALLEY EDGE SUBOMSION /
LOT 7; \ K 1; /
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TR
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:+—�4
PROPOSED
BEDROOM NI
c=======3
/ C
PROPOSED 6TIC 3
SYSTEM (SEE DESIGN E
PAGE 2 OF 3)
I
VALEY EDGE SUSOMSION
LOT S: BLK 1:
-- ---------T---- /
-------
r----------�I---
I - --/
LOT J; BLOCK 1;
\\ LOT 2; BLOCK 1: F & R SUBOMSIQN
LOT 1; BLOCK 1; \ F & R SUBOMSION — 1
F & R SUBOMSION /' 1
1 004
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1
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GARNESS ENGINEERING
GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
MI [2110011 Ip.G. }AF 101 . MY.IMIIY. Yt N'A2 . A101[ - I" • fY
22N . •092 .w.
PAGE NUMBER:
•
' "1' • • • • • •: "'
PREPARED FOR: PHONE NUMBER:
LEROY ALDERMAN 223-8100
1 OF 3
DRAWN BY:
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LEGAL DESCRIPTION:
C.J.G.
00�
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VALLEY EDGE SUBDIVISION; LOT 6
0
WORK:
DATE:
�O�O000�6�0
TYPE OF
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
8/15/2006
(Rw.01m)
NUMBER OF BEDROOMS:4
GALLONS PER DAY (GPD): 500
PERCOLATION RATE/S: 15 MIN./INCH
PROPOSED APPLICATION RATE: 0.6
MINIMUM DRAINFIELD SO.FT.: 1000
MMIMUM DEPTHAO FEET
WIDTH: 2.5 FEET
LENCTH:2 0 45 FEET
M.O.A. APPROVED SAND FILTER: N/A
EFFECTIVE:6 FEET
REDUCTION FACTOR: N/A
ACTUAL SOTT.: 1060
TO OBTAIN A COPY OF THE LETTER
CONTACT GEG. BY PROCEEDING FORWARD
WITH THIS INSTALLATION, THE ENGINEER,
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
.._ ....--.: - `_: ' ' ' • ' ........................ .
BERNARD DRIVE
I
•. • •. REQUIRE THE USE
OF AN ADVANCED
TREATMENT SYSTEM
GO
NIT
1 ••e ••�' • •ef .`GO MT
PROPOSED �'N -'i, INSTALL
'� - DBL CO
DRAINFlELDS �i '•. •' +•
.r� .1�+
PROPOSED
1250 GALLON
SEPTIC TANK -
CONTRACTOR MUST HAVE ALL
SURROUNDING WELL RADII, AND THE
NORTH AND EAST LOT LINES
FLAGGED BY A REGISTERED LAND
PROPOSED 4
BEDROOM HOUSE
SURVEYOR, PRIOR TO CONSTRUCTION
S
100wD�PaDXt 1I
I
15• UTILITY EASEMENT
r
GARNESS ENGINEERING GROUP, Ltd. p,
CONSULTANTS & GENERAL CONTRACTORS
1101 C rl c s0+0. mm 101 • moc"L m !NI (p))SwY a . omm. s.s.ererpnwMsas
PREPARED FOR: PHONE NUMBER: PACE NUMBER:••••
LEROY ALDERMAN 223-8100 2 OF 3 Q e fe
LEGAL DESCRIPTION: DRAWN BY:
VALLEY EDGE SUBDIVISION; LOT 6, BLOCK 1.IL; C
4 p°'P,
TYPE OF WORK: GA8 15/2006 4 OQ
DESIGN FOR PROPOSED SEPTIC SYSTEM
(Rsv. 01105)
TOP OF
BANK
A
.._ ....--.: - `_: ' ' ' • ' ........................ .
BERNARD DRIVE
I
•. • •. REQUIRE THE USE
OF AN ADVANCED
TREATMENT SYSTEM
GO
NIT
1 ••e ••�' • •ef .`GO MT
PROPOSED �'N -'i, INSTALL
'� - DBL CO
DRAINFlELDS �i '•. •' +•
.r� .1�+
PROPOSED
1250 GALLON
SEPTIC TANK -
CONTRACTOR MUST HAVE ALL
SURROUNDING WELL RADII, AND THE
NORTH AND EAST LOT LINES
FLAGGED BY A REGISTERED LAND
PROPOSED 4
BEDROOM HOUSE
SURVEYOR, PRIOR TO CONSTRUCTION
S
100wD�PaDXt 1I
I
15• UTILITY EASEMENT
r
GARNESS ENGINEERING GROUP, Ltd. p,
CONSULTANTS & GENERAL CONTRACTORS
1101 C rl c s0+0. mm 101 • moc"L m !NI (p))SwY a . omm. s.s.ererpnwMsas
PREPARED FOR: PHONE NUMBER: PACE NUMBER:••••
LEROY ALDERMAN 223-8100 2 OF 3 Q e fe
LEGAL DESCRIPTION: DRAWN BY:
VALLEY EDGE SUBDIVISION; LOT 6, BLOCK 1.IL; C
4 p°'P,
TYPE OF WORK: GA8 15/2006 4 OQ
DESIGN FOR PROPOSED SEPTIC SYSTEM
(Rsv. 01105)
TOP OF
BANK
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1
GARNESS ENGINEERING GROUP, Ltd.
-- CONSULTANTS 8 GENERAL CONTRACTORS
R01 L TOGA OO V. 1118 101 - M4010MGL m N101 FCS[ (tl1131 lw • r" 001)1] =" O - �w.r•rwwjrrM�
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LEROY ALDERMAN 223-8100 3 OF 3
LEGAL DESCRIPTION: DRAWN BY:
VALLEY EDGE SUBDIVISION: LOT 6. BLOCK 1. C.J.G.
TYPE OF WORK:
DRAWING
(R.v.Qi=)
8/15/2006
I........:...
I '•.J
YE
Corness:791 r INS/'��i.A`�,
10.000 SO.R. �
PROPOSED
BaBRDW HOUSE
I I PROPOSED EPTIC I
SYSTEM (SEE DESIGN
•I VALLEY EDC SUBDMSION� E 2 OF 1)
LOT 7; BLK 1;i
VALEY EDGE SUODMSION
LOT S; BLK 1;
I 146
LOT 3; BLOCK 1,
LOT 2; BLOCK 1: _ — F & R SUODMSIQN
LOT 1; BLOCK 1; \ F & R SUBDIVISION/ I
F & R SUBDIVISION /
� 000060 0
. _ _ .. = --- � ._�__.- --- ami • Ib DV
GAR_NESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL
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PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .....
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LEROY ALDERMAN 223-8100 1 OF 3 QOa Je E_ Gam :• s:
DRAWN BY: Q'�e
LEGAL DESCRIPTION: /e p ��
VALLEY EDGE SUBDIVISION: LOT 6 0 i G. �0 e0, � & o
0 Prof*$S;O� o'er
TYPE OF WORK: DATE: OQO4pQQ000
SITE PLAN FOR PROPOSED SEPTIC SYSTEM 8/15/2006
(Rw. DIMS)
GARNESS ENGINEERING GROUP, 'Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS.•�'��'
701 L ]11000 0 ; rXiE Mi • MADIMCL N(. 00]07 • P,DK: p0) ]-�1]Y • NL f0 - N • WEML ,mr•••�q+W Oe•'^
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: VALLEY EDGE SUBDIVISION; LOT 6, BLOCK 1,
PERFORMED FOR: WILDW0o0 DEVELOPMENT DATE:—!/- 14/2004
DEPTH
(feet) ORGANICS TEST HOLE #2
1 frv7Tml
2
3
5
(1
9-
10.
11.
12-
13
14
15
16
17
18
DEPTH TO DATE
GROUNDWATER
DRY 4/14/2004
DRY 4/22/200
DATE READING
CT
LOCK
NET TIME
(MINUTE)
WATER
READING LEVEL
• -
4/16/2004 1
6:53
II11�111�11
I1311!II
—
2
OWN,
30
4 1/4-
MUIR
•
7:23
—
6'
—
_
7:53
30
II!!l�11�
1.
�II'.G� •
7:53
—
DEPTH TO DATE
GROUNDWATER
DRY 4/14/2004
DRY 4/22/200
DATE READING
CT
LOCK
NET TIME
(MINUTE)
WATER
READING LEVEL
DROP
(E CHES)
4/16/2004 1
6:53
—
6
—
2
7:23
30
4 1/4-
4'3
1 3/4-
3
7:23
—
6'
—
4
7:53
30
5'
1.
5
7:53
—
6'
—
6
8:23
30
5'
1.
I
I
I
I
PERCOLATION RATE 30 (MIN./INCH) PERC. HULL VIA. i o \III
19
�I—JI TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: �
JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
COMMENIJ:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF FR ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: o I
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS -�
SOIL LOG — PERCOLATION TEST
LECAL DESCRIPTION: VALLLT LLK;L a/U: LVI o, VLV�m ,
PERFORMED FOR: LEROY ALDERMAN
DEPTH
(feet) : ORGANICS ITEST HOLE 2B
1
2-
3-
4-
5-
6-
7—
GM
3a567GM TO SM
8—
to-
12-
13-1 101213
14 8.0.11.
15-
16
17
•
•
DRY
8/7/2006
DRY
8/14/2006
10:25
'
6'
IIIIIIIII
2
i ll
30
2.5"
,
3
10:55
-
f,1BE
•
4
11:25
IIIIIIIII
3.5"
2.5'
5
11:25
-
1!1111;
-
VIM..
•
30
4'
DEPTH TO
GROUNDWATER
DATE
DRY
8/7/2006
DRY
8/14/2006
10:25
-
6'
-
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
8/8/2006 1
10:25
-
6'
-
2
10:55
30
2.5"
3.5'
3
10:55
-
6"
-
4
11:25
30
3.5"
2.5'
5
11:25
-
6"
-
6
11:55
30
4'
2-
7
11:55
-
6'
-
8
12:25
30
4'
2"
I
19 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 16 (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE P, r 06
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MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WATER SUPPLY PERMIT
Initial
Date Issued: Apr 13, 2005
Expiration Date: Apr 13, 2006
Permit Number: SWO50080 j1pLr,,,y Ct*e.#�I elf j..7.6 Parcel ID: 060-331-01
Legal Description: ,r
Design Engineer: 0838 North Rim Engineering Site Address: NHN HILAND ROAD
Owner Name: WILDWOOD DEVELOPMENT LLC Lot Size: 451717 SO. FT.
Owner Address: NHN HILAND ROAD Total Bedrooms: 0 Permit Bedrooms: 0
EAGLE RIVER. AK 99567 -
This permit is for the construction of.
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q 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.
5. The following special provisions.
-WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN
DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND
NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL
SYSTEM HAS BEEN CONSTRUCTED.
-THIS PERMIT IS FOR THE PROPOSED VALLEY EDGE SID #1 BLOCK 1 LOT 6
Received By:
D.40'ate: f Q�l'
Issued By: __% Date: f
Municipality of Anchorage
1 • -�1 Development Services Department
Building Safety Division
On -Site 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 PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ON)- 901Permit Number SW
ZD
Property owner(s)W&_8 f4.1 c oD DEs/FLa� r5 N'I— UV Day phonet9y -a-?Sl
Mailing address 1-62230 S P,2ij C BQno/G Zip Code %9 S 7;;,
Site address Zip Code
Legal description (Lot, Block & Sub'd.) V_V_�J Et7 C 0° S ili Z A Y. T Y
Legal description (Section, Township & Range) _ F rBLY I 'jam, J
Lot Size 'L!EL0 2 :4 Acre Sq.FL' Number of Bedrooms
u !rte TE
THIS APPLICATION IS FOR: d %/
Sewer Only ❑ Well Only CZ,
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.
(Signature of property owner or authorized
Permit/Rush Fees: Waiver Fees:
Date of Payment: 1.111l10 Date of Payment:
Receipt Number: �4�fGa y� t Receipt Number:
(Rev. 09/04) �`
CTFIRMIM4-
�1��INEERING MEMO
Steve Eng, PE, PH
17237 Bear Paw Circle, Eagle River AK 99577
(907) 694-7028 tel
(907)694-7026 fax
NorthRimEng@aol.com
Date: 4111105
To: Dan Roth
Program Manager
On -Site Water & Wastewater Program
Number of Pages: 2
Subject: Aquifer Test Procedures Test Well Layout
Valley Edge Subdivision, Phase I & II
Dan,
The proposed subdivision is being investigated for aquifer yield. We propose the water well
locations as depicted in the attached drawing. One existing well will be utilized along with two
proposed wells to be drilled. The existing well was test pumped in 1992 at about 5 gpm.
The test will be conducted in accordance with MOA Aquifer Test Procedures guidelines. We will
keep your office informed if any problems arise during testing. A report will be submitted after
testing.
Please review the proposed test well locations. If you are in agreement we will begin testing.
Thanks -Steve ,oiE OF At
sleree W. Er
PE 6256.
.N'
NOTE, Three wells to be pumped In accordance
with MOA Aquifer Test Procedures. Existing well
on L3 Bl F & R S/D, and two new wells to be
1 drilled on the sites below.
M
• Municipality of Anchorage °
On -Site Water and Wastewater Program < ' ` ,
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I. D. 060-331-16
1. GENERAL INFORMATION:
Complete legal description Valley Edge; Lot 6
Location (site address) 19300 Bernard *Eagle River, AK
Expiration Date: 0 Gt 1, 02 0 9 1
Current Property owner(s) Mary and Brad Woodring Day phone 907-350-8026
Mailing address
Real Estate Agent
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for:
Distance:
Received by:
Date:
COSA to be released to the engineer, unless otherwise requested by the
engineer.
COSA Fee $ -550
Date of Payment 3 020 1
Receipt Number
COSA # OE) % 2 L 1-550
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable. Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Enqineelinq Group Ltd(GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road Suite 101- Anchorage Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date:
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
6. DSD SIGNATURE
System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
Conditional approval for bedrooms, with the follow
A. r ess
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By: 1/ !°C . ca.,uX Original Certificate Date: ) ( � O _
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
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By: 1/ !°C . ca.,uX Original Certificate Date: ) ( � O _
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist
Legal Description: Valley Edge; Lot 6
If more than 1 septic system on lot: COSA Checklist # of
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 4/27/05
Total depth 380 ft
Cased to 83 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 614/21
Static water level at beginning of test 44.4 ft.
Comments
B. TANK DATA
Age of tank(s) 14.5 years
Tank type/material SEPTICISTEE
Measured operating fluid level in septic tank 48
❑ Standpipes/foundation cleanout per record drawing
Date of pumping 4/26/2021
D. ABSORPTION FIELD DATA
Which system tested (date installed) 10/25/06
A ALL standpipes present per record drawing
Total measured depth from grade 10.33 ft (max)
Measured depth to pipe invert from grade ***3.5 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective "4.08
Parcel ID: 060-331-16
Structure served by this system
Well production at time of test 4.1+ gpm
Water storage tank volume N/A gallons
Well disinfected for coliform test? ❑ Yes 0 No
E<Coliform bacteria is Negative
Nitrate (1�'t'ng/L ❑ Nitrate less than MRL (ND)
Arsenic N (3 ug/L ❑ Arsenic less than MRL (ND)
Collected by GEG, LTD
Date of Sample 6/4/21
C. LIFT STATION
❑ Required maintenance com
Age of lift station yearme
Lift station material
Comments:
Adequacy test date 6/4/21
Results ❑✓ Pass For 4 bedrooms
Fluid depth prior to test 0 in
Water added 686 gal
New depth 8 in
Elapsed time 30 min
❑M Code -required soil cover over field Final fluid depth 0 in
❑ System presoaked
Absorption rate 600+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NO
date of test) If yes, enter date N/A
N/A
Gallons introduced gallons
Comments/Deficiencies_ EAST MT IN SOUTH TRENCH **MT IN NORTH TRENCH- TESTED NORTH TRENCH ONLY; SOUTH TRENCH REMAINED DRY THROUGHT TEST" WEST CO IN NORTH TRENCH
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'
0 Yes
if No
Community Sewer Manhole/Cleanout > 100'
✓Q Yes
if No
ft
M Yes
if No ft
Neighboring Tank > 100' 0 Yes
if No
ft
Private Sewer/Septic Line > 25' 0✓ Yes
if No ft
Absorption Field on Lot > 100' 0 Yes
if No
ft
Holding Tank > 100' ✓❑ Yes
if No ft
Neighboring Absorption Fields > 100'
Yes
if No
Animal Containment > 50'✓� Yes
if No ft
M Yes
if No
ft
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' R Yes
if No
ft
Q✓ Yes
if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ❑ Yes if No *51+ ft Surface Water > 100' Yes if No ft
Property Line > 5'
0 Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field > 5'
0 Yes
if No
ft
Private Wells > 100' 0 Yes if No ft
Water Main > 10'
0 Yes
if No
ft
Community Wells > 200' [] Yes if No ft
Water Service Line > 10'
F/ 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
ft
Wells on Adjacent Lots:
Water Main > 10'
0
Yes
if No
ft
Private Wells > 100' ❑✓ Yes if No ft
Water Service Line > 10'
0
Yes
if No
ft
Community Wells > 200' ❑✓ Yes if No ft
Surface Water > 100'
0
Yes
if No
ft
F. ENGINEER'S COMMENTS
*MET CODE AT TIME OF INSTALLATION **WR#070022 - 5'+
G. ENGINEER'S CERTIFICATION
l 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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I HEREBY CERTIFY -THAT I HAVE SURVEYED THE
SCALEt
FOLLOWING DESCRIBED PROPERTY:
vq�tY �c� fvB DoT G
AND THAT NO ENCROA CHWNTS EXIST EXCEPT
DATE,
AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE TH, EXISTENCE OF ANY
GRID:
EASEMENTS, COVENANTS OR RESTRICTIONS
WHICH DO NOT APPEAR 011 THE RECORDED SUBDI-
Sw rsf
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD
FB:
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND-
ARY LINES.
DIRAWN,
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Municipality of Anchorage
Development Services Department °
Building Safety Division
On -Site Water d Wastewater Program ���
4700 Bragaw StreetP.O. Box 196650
Anchorage, AK 99519-6650
www.munl.org/onsiteonsite
V(907) 343-7904 1 1
'' CERTIFICATE OF ON-SITE SYSTEMS APPROVAL l
FOR A SINGLE FAMILY DWELLING
Parcel I.D. _tom 60 — 33/— / 6 COSA# 0-70/q2
1. GENERAL INFORMATION Expiration Date: - 8 — Z i— 07
Complete legal description VALLEY EDGE SUBDIVISION, LOT 6
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
BERNARD DRIVE • EAGLE RIVER AK
LEROY ALDERMAN Day phone 223-8100
PO BOX 670045 * CHUGIAK. AK 99567
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
Day phone
Day phone
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
0
Individual On-site
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
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The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems
Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work.
4. STATEMENT F INSPECTION BY ENGINEER
As certified byt M to and as 6i the validation date shown below, I verify that my
investigation, bas d d e outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional ant aleguate
for the number of bedrooms and type of structure indicated herein. I further verify that based on V A
information obtained from the Municipality of Anchorage riles and from my investigation and inspection, throe r
on-site water supply and/or wastewater disposal system is(are) in compliance with alf applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 /) /
Engineers Printed Name JEFFREY A. GARNESS, P.E. Date ! / Zr / G�
Engineers Comments:
In conducting this evaluation, GEG, LtD. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines d Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, LTD. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of tho ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for 4 bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulations:
^re.rIte ems/ I-Aic
Go cr �i r ta-
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
C
Arsenic Advisory
Maintenance Agreements
Supplemental Engineers Reort
Other
By; Original Certificate Date: .7 —2 1— 0
C�11r& 6141
(Rev. 11105)
Municipality of Anchorage
Development Services Department
Building Safety Division
On-site Water & Wastewater Program
470D Bragaw Street
P.O. Box 198850
Anchorage, AK 995196650
www.munLorg/orgUe
(907)343.7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: VALLEY EDGE SUBDIVISION, LOT 6 Parcel ID: 0 60- 33 - I G
A. WELL DATA
KO BEDROCK
Weil type PRNATE If A. B, or C provide PWSIDff N/A
Date completed 4/27/2005 Sanitary seal (YIN) YES
Total depth 380 ft. Cased to '83 ft.
FROM WELL LOG
Date of test 4/27/2005
Static water level 49 ft.
Well production 1+ g,p,m,
WATER SAMPLE RESULTS:
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 24 in.
AT INSPECTION
g.p.m.
Coliform '1!9� 0olonies/100 ml. Nitrate ALamg./L. Other bacteria 1"11 colonies/100 ml.
Arsenic: ug./L. Date of sample: 5/7/2007 Collected by: GEG Ltd.
B. SEP71CIHOLDING TANK DATA
Tank Type/Material STEEL Date installed 10/25/2006
Tank size 1250 gal. Number of Compartments 2
Foundation cleanout (Y/N) YES Depression over tank (YM) NO
Date of pumping NEW
C. ABSORPTION FIELD DATA
Date installed 10/25/2008 Soil rating .p.d. or ftz/bdrm) 0_6
Length 100 (2 O 50M. Width 5 ft.
Cleanouts (Y/N) YES
High water alarm (Y/N) N/A
System type TRENCH
Gravel below pipe 4 ft.
Total depth •7.88-7,81 ft. Eft. absorption area 11000 ft= Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fall) - For - bedrooms
Fluid depth in absorption field before test = in. Water added =gal. New depth =1n.
Elapsed Time: = min. Final fluid depth = In. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date -
D. LIFT STATION
Date installed
"Pump on" level at —in.
E. SEPARATION DISTANCES
Size in gallons Manhole/Access
"Pump off" lever �ih water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAift station on lot too '+
Absorption field on tot t QO'+
Public sewer main N/A
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Sewer /septic service line 25'+ Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 104'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line
'51
Building foundation
10'+
Water main N/A
Water service line
10'+
Surface water
100'+
Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*SEE ATTACHED WAIVER REQUEST
G. ENGINEER'S CERTIFICATION 105;11�1,.v
I certify that I 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. ay A. rness.-
Engineer's Printed Name JEFFREY A. GARNESS oAl '•. CE -79;53 `
Date 1V /O�- eeprofneW°d
COSA Fee s _ _ �- 1 Waiver Fee $ %
Data of Payment U a O 7 Date of Payment �' 2 i- C 7
Receipt Number Receipt Number 7 t! 7 7/
(Rev. IIM5) 76'-7� /��