HomeMy WebLinkAboutTIFFANY TERRACE LT 1Tiffany
Terrace
Lot 1
#015-472-21
Municipality of Anchorage
10 Development Services DepartmentBuilding
Safety Division
OAK
On -Site Water 8 Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchorage.ak.us (907) 343-7904 Page 1 of 3
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number: SWO90074 PID Number. 015-472-21
NOTe'
WILCO CONTRACTORS
Wastewater System: O New ■ u rode
Y P9
Address:
16701 RANSOM RIDGE . ANCHORAGE, AK
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 242-5443 5
O Deep Trench ■ Shallow Trench O Bed O Mound OOther
LEGAL DESCRIPTION
Solt Rating:
0.8
n
Total Depth Iroodgtwl g ode:
7.22/7.23
6Po/Sg. rt.
rL
Block: Lot: Subdivision:
Depth to pipe bottom /ren orlgial g,ode:
aroral depth beneath pipe:
— 1 TIFFANY TERRACE
SEE DWG. rL
4.06/4.07 rt.
Township: Range: Section:
N added above odglaal grade:
Gnwal length:
— — —
SEE DWG. rL
97 (50 + 47) pt,
WELL: E) New p Upgrade
C a width:
5
Yunbm of .nee:
2
Distance between fines:
15
yL
n.
ck;"fimtion (priwle. Aa.C):
Tatal Depot:
Cosh To:
Total ebemptlen mea:
Rae material:
PRIVATE
185 nj
44 rL
970 so. rL
D 3034/ F-810
D,ilbr.
HEFTY DRILLING INC.
Date Ddew:
6/17/09
state water Level:
23
lMM4r.
WILCO CONTRACTORS
Dote Mlosed:
6/18-19/2009
FL
YaW:
4
P,wnp set At:
171
Cawing Woove Height Aaround:
2
TANK
GPI
R
n
SEPARATION
DISTANCES
aseptic OHolding OS.T.E.P. 0Other*
To
septic
Absorption
Lift
Holding
%bile/NKote
YanWacturm:
GREER
Capacity H goeona:
1500
From
Tank
Field
Station
Tank
sewer was
Well
too'+
too'+
—
—
25'+
YwlerW:
STEEL
Yana, of convadaaab:
2
Surface water
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
e7'+
—
—
—
Site N gallons:
Yarwtxlu,e,:
Foundation
5'+
10'+
—
—
—
M w,al al una all at:
High water abrin al:
Curtain Drain
NDNE KNDWN
Pump Ya4 ec
Ewtdeal Inspectione pwlm br
Remarks: *SEE ATTACHED WAVER LETTER
BENCH MARK
Locaan and Descrlption:
BOTTOM OF SIDING AT FCO
~"ted Elevatbn: 107.30
rt
p p y GEG, Ltd.
Inspections performed b : Dates: 1st 6/18/09
ENORIEE"SEAL
000
6/18/09
OF. ��pQ
2nd
0
3rd 6/19/09
Development Services Department Approval
*.. H .7
Conditional approval: Dote:...w••••
••••••
QO J A arn s:
Q� J. E-795 r'` it
�444e�prores o� ��ccfa v
19��l� ��
Reviewed and approved by: Date:
(Rev. 4/06)
0400
40OO�Q�p"
PERMIT NUMBER:
`SW090074
i
AS -BUILT DRAWING
FCO
28.09 66.47
PECO
45.5 79.16
S71
47.3 80.15
ST2
56.88 65.27
D8L1
58.77 66.55
DBL2
59.78 65.85
FS
79.99 98.3
C01
80.51 109.85
_WTI
60.01 108.82
CO2
107.34 95.23
MT2
107.52 96.58
CO3
98.97 124.37
MT3
95.40 131.58
C04
121.01 112.23
MT4
120.93 114.13
T12N, R3W. SECTION 24,
S2, NW4, SE4, NE4, NW4
C��
J
PARCEL ID NUMBER:
015-472-21
k0
GARNESS ENGINEERING GROUP, Ltd. M
4
' •� >+••-••••-•-••�• CONSULTANTS d GENERAL CONTRACTORS
4
1 C Taff 90 W, fort 101. CHMIX 40 p ? • n (907)=r fn • FIJI (907)l WN • � . 9-.p. 9.w
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 242-5443 2 OF 3 nm :�
LEGAL DESCRIPTION: DRAWN BY: oY4y,
TIFFANY TERRACE LOT 1 KDM �Q�e
e°
TYPE OF WORK: DATE; 24 O9 4O`
ASBUILT DRAWING
A. ss
CO3
3 01 (DBL1h2
j. r•:..:
S
/ ST2STI
.. .:
FS
FCO
i .•,,y:.4
�PTCO I
•A.
-,,VT4I
NEW . •�...4,
5 NEW
•« ••
MT2 J
NEW 1500
HOUSE
�0 GALLON TANK:3'^�'
•. •�
RESERVE SITE WILL
NEW DRNNFlELDS
REQUIRE ADVANCE
\
. , .�, :•.; `
;,�
\
;•:?. �•`)+.
TREATMENT
:.:•.•:.. �.
I
---------------
CA-�REA r
\
GARNESS ENGINEERING GROUP, Ltd. M
4
' •� >+••-••••-•-••�• CONSULTANTS d GENERAL CONTRACTORS
4
1 C Taff 90 W, fort 101. CHMIX 40 p ? • n (907)=r fn • FIJI (907)l WN • � . 9-.p. 9.w
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 242-5443 2 OF 3 nm :�
LEGAL DESCRIPTION: DRAWN BY: oY4y,
TIFFANY TERRACE LOT 1 KDM �Q�e
e°
TYPE OF WORK: DATE; 24 O9 4O`
ASBUILT DRAWING
A. ss
PERMiTNUMBER: AS DRAG PARCEL ID NUMBER:
SWO
SWO9OO74 015-472-21
[FINAL ORALE - 105.04+
STIST2
TOP OF TANK R /- lOP OF TANK
AT INLET - 102.044 I I AT OVREf 102.04
TH/1
FILTER
INVERT OF BUNG .
AT MFT - 101.52
LOWER TRENCH
NEW 1500 GALLON
SEPTIC TANK
FINAL CRAM -
95.55-101.79
F0%,
- INVERT OF BUNG
AT OURET - IOIM
UPPER TRENCH
Mr GO FINAL �GRADE
99.57-102.40
ORIGINAL GRADE
FILTER FABRIC-� RR. 95.50
4.06' q ,-
jp95.64
4 jgpgpq��
95.12
"N�DOTTOU OfTRENCH - 91M
91.054
RELATIVE r a ELEVATION
TEST HOLE - 82.28 a �r
GARNESS ENGINEERING GROUP, Ltd4
-••CONSULTANTS& GENERAL CONTRACTORS—,—,
ONTRACTORS—,—Q••••'•• ••• •••••
]rot L noa11 WD RRL 101 • AlAIOR,CT. A( wof . A70•[ L4Or)SIr 1711 • rM (•0])SM •]tw • WVI 1L w..p�prYysn \�n / ....�
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: YA-!'j" f A. Corn s.. ..
WILCO CONTRACTORS 242-5443 3 OF 3 VVV
LEGAL DESCRIPTION: DRAWN BY: QO . '• • 7953
TIFFANY TERRACE LOT 1 K.D.M. OD�e '01
Pr
1f hod
TYPE OF WORK:DATE. 400O4OpOsloll
AS -BUILT PROFILE DRAWING 7/21/2009
(R«. DUOS)
Municipality of Anchorage
P.0, Box 196650 • 4700 Elmore Road
Anchorage Alaska 99519-6650 • (907)343-7904 • Fax (9071343-7997
htto:llwww.m uni.org/Onsite
Development Services Department
Onsite Water and Wastewater Program
QL
Oenr
o
nn
epaitment
**** VARIANCE/WAIVER REVIEW ****
WR#:90 0068 HA#:90 0436 Permit#:
PID#: 015-472-21
Legal Descrip0on: Tiffany Terrace, Lot 1
Engineer. GEG
Applicant: Wilco Contractors
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 7 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.
...............................................................................
Waiver is Granted: X Waiver is not Granted:
Date: 12/8/09 Approved tY) 1A
Name of Reviewery
.............................................................................
Rec#:50 9093 Amount $200.00 Date Paid:21 /8109
**** VARIANCE/WAIVER REVIEW ****
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
July 24, 2009
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
Ref: Lot Line Waiver for Tiffany Terrace; Lot 1,
To whom it may concern:
We request that your department issue a 7 -foot lot line waiver from the north property line to the
dual-drainfields installed June 2009. The property just to the north is currently vacant; therefore,
there is no encroachment concern. We are unaware of any adverse impacts this waiver would
have on adjacent wells or septic systems. If you have any questions, please contact us at 337-
6179. Thank yoq 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.gamessenginecring.com
1V,:ter 4VAC 'Pt•il!irnl nr.,; '... • ?r:v
(ao.' 44.,
BIS
aruu;th. uhdiviai,.n. _ ISt DCF:
horaae (Tiffany Terrace
PHONE NO, Jul. 08 2009 08h:l50PM P1
Wel Log.
06 16.2009:
i.r ."rorcn tl,, r gat: �etIr:. Wilco Contractors
1
.,•r .n, V.
Meridian I0owhip--Ranee__...._ Su,unt _, .... 7-ot _.. _ ' .._ _ _----' I
—,
BOREHOLU DATA from top of casing]i)epth
j Drilling method: (X) AirTOI.M. { 1 Cablc tool. Orhel
Material: Type. Color & wetness 17ptn To
\Fell usc: ( ) Puhlic supply, (X) Dutnesu,;. Other
stickup
p
2
1 Depth tlrnole: --185... — r Casing stickup: 2 rt
casingtypc:Steel.. Thicknc,;:,,_250 inches
Carving diameter. 6_.__ v:chas Lasir�_ d,11,111. 44 � )
PVC Dianlctcr. 4.5 inches Depth: 2S t0 185'
overburden
2
6
Liner type:
(j
9
Static tva:cr (from ton or casing): 23_ it on 06', 8;2009
Clay
I
Pun{)mg level S yield:.. rut slier lu)urs at __„ gpm ,I
Recovery rate: 4 g?m. Method ortesting: airlift
t
moist clay & gravel
9
11—
Devclopmcnr mcdlod: _ airlift Duration: 1 hour t
wet clay &gravel
11
15
\C'cll intake opening typ:•: ( t 7,pc end. I X 1 Opcn hole. Otlu:r
Screened: Srarr _._...- ._ :1, Swpped .----=•-•'- ft
Screen type:
S
moist silt 8 gravel
15
16
-
perrorawd: start: -...... It. Sury)ped: ft
Star,: _..___•_ ...., rt. Stopped: 11
wet rocks
16
1 19
Ncac:........................................... ........................................._.....
Grout type: _ patoa) .__ Volume - —
rock shelf
19
22
Depth; from around surface . to
silt &rock
43
Pump intake dcpt3:
Pump siu: _ t p. (31:md ncmc:
bedrock
43
185
Was \%-ell disinfecr_d upon completiosi' 1 X) its ( ) No
klcthod ordisdafection:Calciucn.Hypochlorite..(.ChlorirtQ).:.
Drillercornmen:r disclsirmr.:........................_......_:............:............ ...
Water entering well thru fractures•at depths.of•_•.•• ;
75'.�10G',. and.155' for a totel. of ..........
most._..._.....,
water_producing.fracture.is,at 155'._•••••,.•,_.__..,_,_•••,•,..,.,
Well drillernamc: Johnny
Companyramr..._Hefty Drng Inc ............... _........
Mi:iingaddres.:... 3540-r'lkul... Dr...............................................
1
I
Cie,; _Anchorage Statc:.4X zip 99516
Phone number: ; 907 ,✓�_ 345 _ 0593 fax:345-4700
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Section
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
wwW.muni.oTr/onsitc
(907)343-7904
Drille." siinaturc:
attention: Properly owner shall provide a well log to the
)SD within 60 days of well completion. •
P ernlit Namber: SWO90074 ._._ —
7tc u`.'i>suc: _11a)f 28 /700Q
Parzcl ldmificationvambet: _{115. 477 —71
Is .vel! located at approved pem)it location? ( y,) Ycs or ) No
�■CT-9-2009 01:57P FROM:
T0:3383246 P.1
UXAMt
RAUE Wi co ClDnyac ors
DAA; 0 U
Mien Adapter Manufacturer's
Name: /�-'r,&U Pklest Adapter lnstalkr. �r✓ 10 qty U:s
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,
I
1 •-
0
o
P,RIP TYPE Sw6��y,6lc.
}o
J MAVE rv,"Mo(-F05
i ■
SCRUc k Pura 9
Pump
Installation
6 II _Your
II
DROP TYPE Tpo c— Stn '
LogT;J;{a
�f
y
jerrkce
I .o. C, = iop
ABOVE o+aRID
CASNG
A (n1
0;-CaS�noj
i
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Mien Adapter Manufacturer's
Name: /�-'r,&U Pklest Adapter lnstalkr. �r✓ 10 qty U:s
J
v
,
I
1 •-
0
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P,RIP TYPE Sw6��y,6lc.
}o
J MAVE rv,"Mo(-F05
SCRUc k Pura 9
6 II _Your
II
DROP TYPE Tpo c— Stn '
s
y
CmA`liRn
4
POPUt CARL: TWyiiC.l�i(Jt" Slto W ir�G�
jEy
a
Cansllla� f7 t 4V
_
ll C1 CUNCAU Milt % %Sy
WARN TAMC! To,. Lt/e11!��• I w�c- toa.
Shm 4.1
'it
TEll CASaR. Sh•— � Ols T,q fee
eAgu Mut n.U To q11,
.
I
NTARE STRUCTURE: TP6 Pett 11 N L 6
Ir�
75 Te IS(�S
'
OPtY HOL1. rro e1y' To 18'
nil
well was disinfected upon completion.
method: calcium hypochlorite.
e on0CRng, Z
Water 'Wel and Pump Service
Anchorage, A(as(za
(907) 345-0593
MUNICIPALITY OFANCHORAGE
Development Services Department
On -Site Water& Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW090074
Date Issued: May 28, 2009
Expiration Date: May 28, 2010
Parcel ID: 015-472-21
Legal Description: TIFFANY TERRACE LOT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: UNKNOWN
Owner Name: WILCO CONTRACTORS Lot Size: 0 SQ. FT.
Owner Address: 16701 RANSOM RIDGE Total Bedrooms: 5 Permit Bedrooms: 5
ANCHORAGE, A 99516 -
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy E 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:
C.. Date: G 9
Issued By./�=1r't�z=G C.r�/ Date:
l�Municipality of Anchorage
Development Services Department
Building Safety Division!, �!
On -Site Water & Wastewater Program
4700 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. ()/5%— q7a a
Property owner(s) WILCO CONTRACTORS Day phone 242-5443
Mailing address 16701 RANSOM RIDGE * ANCHORAGE, AK
Site address
Zip Code 99516
Legal description (Sub'd, Block & Lot ) TIFFANY TERRACE SUBDIVISION, I OT 1
Legal description (Township, Section & Range)
Lot Size c2 r !,_S ! _ Sq. Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
Water Storage
❑
Number of Bedrooms 5
THIS APPLICATION IS AN:
Initial
Upgrade
❑
Renewal
❑
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.
-(Signet her+zed egertt}
Permit/Rush Fees: 530 + a O O
Date of Payment:g 11 e'00 (0
Receipt Number: 0 69 Rr1
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS S GENERAL CONTRACTORS
May 27, 2009
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
Ref: Proposed Septic System for Tiffany Terrace Subdivision; Lot 1,
To whom it may concern:
The proposed 5 bedroom house is to be served by a private well and septic system. We are proposing to install
a 1500 gallon septic tank and a dual 5 -wide trench type drainfields. Two test holes were excavated on the
property, one by Brian T. ilarten PE and the other by GEG. 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 show the soil classifications, groundwater monitoring, and the
percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
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 10-15 percent slope running approximately east to west. In short there are no slopes concerns.
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.
Sincerely, J A
.E., M.S.
7hed is a site plan drawing, a design drawing, one soil log, which are all part of the design
this septic system. (Contact C.E.G. 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' Website: www.gamessengincering.com
I `1 I PROPOSED 100' _I T12N, R3W. SECTION 24, N2, / / I TIMBERLINE S D, LOT 4
i I I Wim 1 HW4, SE4, NE4, NW4 ' 1
1 1� I / I
JI % PROPOSED
I SEPTIC SYSTEM
j T12N, R3W. SECTION 24, 52, \\ TIMBERLINE S/D. LOT S
I II NW4, SE4• NE4, HW4 /
J u ii II / PROPOSED
I 1 BY CEO / S BEDROOM \ \ —
�� / HOUSE I —
1. I. / L g'y4.e;'S'•1
[SEPTIC �— �` 11 I I� I Yi`ry�• PROPOSES
AR
�
I \ r'T'j /' / TIMBERLINE S/D, LOT 8
IRNNE SUBDIVISION, LOT 1 I ( \ / I
I Tom' WET �D/ I I \ t
L BRIAN T. HARTEN--�_'.;��::r :;�:•
/BY
, L\�—�
_________
IRNNE SUBDIVISION. LOT 2
I ITIFFANY TERRACE S/D. LOT 2
��++��I I I TIMBERLINE 5/D, LOT 7
-SEPTIC
ARE!D
J / /L \ _ __ I
'-------- �' — ��—r-----{-----�---- Q---------
- - - - - - - -
t00' ym11 RADIUS_I I I O I
\ I
\ I 1 w
t VIII1 RAnIUS—I I \` STONERIDCE. LOT 1 / I I N I N
`-SEPTIC\
PAYNE. LOT 1 / i \/I )� I S E:
/ L------------------- I I t' too
/I
I I I
GARNLSS ENGINEERING GROUP, Ltd. pp 6? y,0
.. _. .. ..._ ._ , ., ........ CONSULTANTS b GENERAL CONTRACTORS" .......'.......
G
l01 C T.OdI IIYiO, f1A[ 101 � I.IIOUItt.GF. M K]OI � FnR -.IT ' fM b ]tN � � mow.
PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q• •• ........ .....""G
WILCO CONTRACTORS 242-5443 1 OF 2 e .J rCE 7953ness• e0�
LEGAL DESCRIPTION: DRAWN 8Y: OO u I X80
TIFFANY TERRACE SUBDIVISION. LOT 1 K.D.M.
DATE: '''S1.Z�l•�� ao
.e� \�o
TYPE OF WORK: 444°OD000���o
SITE PLAN FOR WELL AND SEPTIC SYSTEM 5/22/2009
(Rev. 01105)
NUMBER OF BEDROOMS: 5
GALLONS PER DAY (CPD): 750
PERCOLATION RATE/S: 12 MIN./INCH
PROPOSED APPLICATION RATE: 0.8
MINIMUM DRAINFIELD SQ.FT.: 938
VMIMUM DEPTH: 7.25 FEET
WIDTH: S FEET
LENGTH: 94 (2 O 47) FEET
M.OA. APPROVED SAND FILTER: N/A
EFFECTIVE: 4 FEET
REDUCTION FACTOR: 0.50
ACTUAL SO.FT.: 940
OBTAIN A C
^T GEG. BY
WELL DRILLER. CONTRACTOR AND
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS M
AGREE TO ACCEPT THE TERMS AND
CONDITIONS OUTLINED.
T12N, R3W, SECTION 24,
S2. NW4, SE4. NE4. NW4
CPcp�2
NOTE: THE CONTRACTOR SHAH
V
HAVE THE NORTH LOT UNE. AND
ALL WELL RADII FLAGGED BY A
' \
REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
I \
EST HOLE LOCATION ON THE PREVIOUS
\
DESIGN WAS PER BRIAN T. HARTEN P.E.
I
WITH NO SURVEY CONTROL THE
LOCATION SHOWN NOW IS SWUNG TIED
INTO THE PROPERTY CORNERS WITH
SURVEY NTR
ALTERNATE SITE WILL TH/1 BY BRIAN
REQUIRE AND ADVANCED
T. HARTEN
TREATMENT SYSTEM HUGE BOULDER THAT IS \
r
POSED /SUB—SURFACE
FIELDS 6ALL DOUBLE CLEANOUTS 9
PROPOSED 1500
GALLON SEPTIC TANK30-36 +F'
10-15% 10-15%
30-35 �u I I I I
PROPOSED•;
10-15% \ S BEDROOM L: " . PROPOSED WELL
HOUSE
\ ERK BENCH BY GEC
NSTALL FLOW SPUTTER • .�..:; ;• /
\
11 BY CEG
10-137. \ 10-13[ 10-15 ..•.4'.:..'.. /
30-4
1 'fie.: 1. i. �.: y. :.r: '•�:.ollI
L— — — — — — —
�0-157. 10-13x 1
t_------------
5 E:
1' . SO'
0 /
OF...�gs�000
GARNGSS ENGINEERING GROUP, Ltd. 4 y*0
••-.•••--•-•--CONSULTANTS& GENERAL CONTRACTORS ••••••• •• •• • •• ......"••" (
rot E TA011 HOLD. P.M 101 • NSOCIAOL Mt M 7 . noc (Y01)}11-4110 •IAM (w]}lv-.u.� • 110�L .••w^•r'a^•.•�a+••.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • ••• .........^F
WILCO CONTRACTORS 242-5443 2 OF 2 pa e f 79 3ness: e`0
LEGAL DESCRIPTION: DRAWN BY: O uSFO
TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M. ' � . O�Kogv�
PROPOSED SEPTIC SYSTEM DESIGN DATL. 4ea pO0�ppoo
PROPOSED SEPTIC SYSTEM DESIGN 5/26/2009
(R.. 01105)
iW%lM~
u
1I:
Im
NW4 TIMI
� I 1➢S
GARNESS LNGINGGRING GROUP, Ltd.
CONSULTANTS B GENERAL CONTRACTORS
101 E IIAOR IMID. IUOI 10, . MICIIORWi. M "W7 . /,lM[ (W .U7_41" . FM W7I} =" . RBSIIL mow.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 242-5443 1 OF 1
LEGAL DESCRIPTION: DRAWN BY:
TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M.
TYPE OF WORK: DATE.
TOPO 4/23/200L
(R .01N5)
I �
IgES
W, SECTION 24,
2, - -
NE4, NW4�1\O
DROO S
USE H USE
/
\
I
\
1
Q�yY4`Y
' 1
I
I TI ER
I
D. T
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jpTICTI
TI FANY T
E S/
LOT 2
TIM EUE
/ 7
'----- ----
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I
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I
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I
I
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LOT
I
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-----
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GARNESS LNGINGGRING GROUP, Ltd.
CONSULTANTS B GENERAL CONTRACTORS
101 E IIAOR IMID. IUOI 10, . MICIIORWi. M "W7 . /,lM[ (W .U7_41" . FM W7I} =" . RBSIIL mow.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 242-5443 1 OF 1
LEGAL DESCRIPTION: DRAWN BY:
TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M.
TYPE OF WORK: DATE.
TOPO 4/23/200L
(R .01N5)
F
1
3:18
—
6"
—
2
3:28
GARNESS
2 1 4
ENGINEERING GROUP, Ltd.
49 y*pp
.. »..-..-
-- - CONSULTANTS 6 GENERAL-CONTjtACTORS
•��'�-^^"'
•••• •••••• •••••••••••//
7701 11.°011
NUA WM 101• NCHMwL n "W7•MQW- W7 ]-sln fAti W N •FBSIIL
4
3:38
10
2 3/4
SOIL LOG — PERCOLATION TEST
q.. ............... O
3:38
—
6"
—
• A. Go nesse
LEGAL
DESCRIPTION:
TIFFANY TERRACE, LOT 1
2 3/4
-p
°
PERFORMED
FOR:
WILCO CONTRACTORS DATE:
5 8 2009
�• x122 oirrl p4�
PTH4�O°O°Ooo��60
8
3:58
10
(feet)
(f
»ny ORGANICS EST HOLE 1 UPPER BENCH
9
3:58
—
6"
—
10
SOIL CLASSIFICATIONS
10
2 3 4
2T12
1
ot, �� -
.rGW ORG
N. R3W. SECTION 24. S2.
NW4, SE4, NE4, NW4 -
3
6"
GM ++''- GP ML
/1
/ PROPOSED
BY GEC
4:18
10
GM CL
3 1 4
// y 6 OROOM
HOUSE
4
GC OL
SW MH
r y
5
•. �•.: SP CH
i' 1
11
1 c kiip
17;:
SM . OH
I
l
SC
Nu
7
DEPTH DATE
GROUNDWATER
I t
��.v.
TN/1 BY 4J.-t.'tiN�V
8
DRY 5/8/09
I BRAN T. MARTEN � ---
`--= .------ L------------------ —
11.5 5/18/09---~--
---- -------- ------------------------
9
i�
SCALE:
10
CLOCK
NET TIME
WATER LEVEL NET DROP
11
READING
TIME
(MINUTES)
READING (INCHES)
5/21/09
12
13
14
ML
15
16-1B.O.II.
17
18
PERCOLATION RATE 3.07 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 3 FT. AND 4
FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: N
YES ❑ NO
SOILS
LOGGED BY:
KYLE MAUS PERCOLATION TEST PERFORMED BY: ANDREW GRAY
COMMENTS:
PERFORMED
BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFOj2MED IN ACCORDANCE
WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS
DATE:
Z t f0fl
1
3:18
—
6"
—
2
3:28
10
2 1 4
3 3/4
3
3:26
—
6"
—
4
3:38
10
2 3/4
3 1 4
5
3:38
—
6"
—
6
3:48
10
2 3/4
3 1 4
7
3:48
—
6"
—
8
3:58
10
234
31 4
9
3:58
—
6"
—
10
4:08
10
2 3 4
3 1/4
11
4:08
—
6"
—
12
4:18
10
2 3/4
3 1 4
GARNLSS
. .,. so...--m•..�---
LNGINLLRING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONT A �+�---•---�^
PMD. 101 • W.nuP,c1. w< ID'.f01 . PgNC: PO )-4,]P • INC(W)&V-42" • Kmm ,om..rrp.rwhi ••
406o�O
o� OFA Opp
0
)0, L
SOIL LOG — PERCOLATION TEST
... ....... ..
LEGAL
DESCRIPTION:
TIFFANYTERRACE. LOT 1
.Ja r y A. Gam s:
PERFORMED
FOR:
WILCO CONTRACTORS DATE: 5/8/2009
�� CE -7953 F`O
mF ' •� ZZ
p4�004000��\
DEPTH
(feet)
___=
y�ay ORGANICS EST HOLE 1 LOWER BENCH
�
1
- -
SOIL CLASSIFICATIONS
2
T12N. R3W. SECTION 24. S2.
GW =-._= ORG NW4. SE4. NE4. NW4 --�w
CM+^= GP ML /1
BY CEC /� FROPoSED p0
3
GM CL
/ S BEDROOM.
HOUSE
4
GC-FTTVI OL
Dp D o o SW MHSP
fl,
5
••'•• CH
SM : OH
Nu
SC ��♦
1z�i
6
7 ".
i
7
DEPTH TO DATE
GROUNDWATER 1
t ^`s"•
i- 1
5/8/09
TH 1 BY
BRIAN T. MARTEN � � � Y�
8
DRY L= = ------1---------------------
---
11.5 5/18/09 -~--f- —------------------ ----
9
�-
j �-;
SM
.F
10
CLOCK NET TIME
WATER LEVEL NET DROP
11
DATE READING
TIME (MINUTES)
READING (INCHES)
5/8/09 1 2:45 -
6" -
12
2 3:15 30
334 234
13
3 3:15 -
6' -
4 3:45 30
3 1/2 2 1/2
14
5 3:45 -
6' -
ML 6 4:15 30
3 1/2 2 1/2
15
16
B.O.1I.
17
18
PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 6 FT. AND 7
FT.
20
A FOUR HOUR PRESOAK WAS PERFORMED: E
YES ❑ NO
SOILS
LOGGED BY:
KYLE MAUS PERCOLATION TEST PERFORMED BY:
KYLE MAUS
COMMENTS:
PERFORMED
BY GEC, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WA$ PERFORMED IN ACCORDANCE
-/22
WITH
ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /G9
GARNESS ENGINEERING GROUP, Ltd
._.._.— CONSULTANTS& GENERAL'CONTRACTORS
LEGAL DESCRIPTION: TIFFANY TERRACE, LUI t
PERFORMED FOR: WILCO CONTRACTORS DATE: 5/8/2009
EPTOPERK BENCH FOR
BRIAN T. HARTEN TEST HOLE #11
7-
8-
9.
-8•9•
10•
1t•
12-
13
14
15
16
17
18
19
20
F_ -
Ns
DEPTH TO DATE
GROUNDWATER
DRY 5/8/09
g y �*
I�pD,
-7953 :i
T12N. R3W SECTION 24, S2,
NW4, SE4, NE4, NW4
/i BY GEC //
----�
/ PRO
S BEDROOM
HOUSE
NET TIME
(MINUTES)
SOIL CLASSIFICATIONS
7 •'
.5�GW
11:00
�r
6'
::.
�T21't'
IIIIIIIIIML
11:04
4
0.
IIMIMIGM
�
N/NNCL
11:04
-
dRNN T. HARTEN—__
GC
OL
11-4--------------------------------
I �i�\
SCALE:
I / ♦
IIIIIIIIIMH
11:08
-
6.
'95[YY
�y„�/ii
11:13
5
0'
II��l,•li�l,�llCH
Y/f/� OH
11:13
-
6'
Sc
8
7-
8-
9.
-8•9•
10•
1t•
12-
13
14
15
16
17
18
19
20
F_ -
Ns
DEPTH TO DATE
GROUNDWATER
DRY 5/8/09
g y �*
I�pD,
-7953 :i
T12N. R3W SECTION 24, S2,
NW4, SE4, NE4, NW4
/i BY GEC //
----�
/ PRO
S BEDROOM
HOUSE
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/8/09 1
11:00
�r
6'
::.
�T21't'
2
11:04
4
0.
6”
may,
11:04
-
dRNN T. HARTEN—__
�•,,L.',ip: i. .a!:
L--� L----------------- -
11-4--------------------------------
I �i�\
SCALE:
I / ♦
t' -too'
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/8/09 1
11:00
-
6'
-
2
11:04
4
0.
6”
3
11:04
-
6"
-
4
11:08
4
0'
6-
5
11:08
-
6.
-
6
11:13
5
0'
6'
7
11:13
-
6'
-
8
11:19
6
0.
6'
9
11:19
-
6'
-
10
11:25
6
0.
6"
11
11:25
-
6'
-
12
11:31
6
0�
6'
PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 7 FT. AND 8 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO
SOILS LOGGED BY: N/A PERCOLATION TEST PERFORMED BY: KYLE MAUS
COMMENTS:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WA§ PE FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5 Z'7 o
Municipality of Anchorage
Development Services Department
• BuMEIng Safety DleWon
On-S6e Water wd Wadewater 1`107 n
4700 Swat B,aOaw Sl.
P.O. Boa 196OW Andtatapa, AK 995196650
www d.andtorelle ak us
(907) 343.7904
Soils Log - Percolation Test
JAMES AND JENNIFER GLENN Data Pt
Perbmwd For
Le9aDescV n' LOT 1, TIFFANY TERRACE SUBDIVISION T~d*.
9—
1—
2—
3—
a-
5—
e-
7—
a-
9—
10-
If-
12 -
1 -12-
13-
14-
IS -
16-
17-
Is-
III-
20 -
7 -19-20-
VEGETATION AND ORGANICS
GM - SILTY GRAVEL
SM - SILTY SAND
GM - SILTY GRAVEL
ML - SILT
BOTTOM OF HOLE
SMALL SEEP
Slope
...........
...
NET TIME
FINISH DEPTH
15' Uj
IF VES. AT WHAT DEPTH?
12 1/4"
:1
In
DRY
O
1 3/4"
DATE(S):
8-29-06
20 MIN
5-15-07
11"
.1
.
...:t:n
........
E OF A( '\\l
1`�--4911H 9* I
.............. I............
BRIAN T. HARTEN
9 '• N0. 10068–CE : �Q
(1\\�F� RROrESS10N��,�a��
21, 2006
Site Plan
WAS GROUND WATER
YES
ENCOUNTERED?
NET TIME
FINISH DEPTH
15' Uj
IF VES. AT WHAT DEPTH?
12 1/4"
DEPTHTOWATER
In
DRY
AFTER MONITORING?
1 3/4"
DATE(S):
8-29-06
20 MIN
5-15-07
DATE
STMT DEPTH
GROSSnME
NET TIME
FINISH DEPTH
NETDROP
08-21-06
12 1/4"
10 MIN
10 MIN
10 1/2"
1 3/4"
12"
20 MIN
10 MIN
11"
1"
12 1/2"
30 MIN
10 MIN
11 1/4"
1 1/4"
12"
60 MIN
30 MIN
9 1/2"
2 1/2"
12"
90 MIN
30 MIN
9 1/2"
2 1/2"
PERCOLATION RATE 12.0 MIN/INCH TEST HOLE UTA. v tlNV nGD)
TEST RUN BETWEEN 7.0 FT AND 8.0 FT
A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO
COMMENTS: THIS DATA IS FOR EXCLUSIVE USE BY BTH CONSTRUCTION, LLC.
PERFORMEDBY:BTH CONSTRUCTION. U -C 1. BRIAN T. MAR TEN. CERTIFY F
ALLSTATE AND MUNICIPAL GUIDELINES N EFFECT ON THIS DATE: AUGUST 2PERFORMED IN ACCORDANCE WITH9, 2O06
Municipality of Anchorage
• -• Development Services Department =< a
Building Safety Division .. '
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519.6650
www.muni.orglonsite
(907) 343.7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0I5 —LI %% Z.I COSA# Gil Cti3
1. GENERAL INFORMATION Expiration Date: 3 Flo e
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
TIFFANY TERRACE, LOT 1
11100 TRAILS END ROAD • ANCHORAGE. AK
WILCO CONTRACTORS Day phone 242-5443
16701 RANSOM RIDGE ' ANCHORAGE. AK 99516
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 5
3. TYPE OF WATER SUPPLY:
Individual Well
E
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
Day phone
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
E
Individual Holding tank
❑
Community On-site
❑
Public Sewer
❑
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 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 (les 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 ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date I I 3a�D9
Engineer's 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 8 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 the ADEC or MOA DSD. The content of this report is for
the solo 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 if confer any legal right whatsoever.
5. DSD SIGNATURE
✓ Approved for s bedrooms.
Disapproved.
Conditional approval for bedrooms, with the fllowing stipulations: 11,•
OFq�y
a� ' • ON-SITE
WATER AND ; f"=
IACTFWATFR
�••
PROGRAM
Attachments:
COSA Checklist"11'111111
Arsenic Advisory
Septic System Advisory Maintenance Agreements
Well Flow Advisory Supplemental Engineer's Report
Nitrat dvisory 1 Other
By: Original Certificate Date:
(Rev. 11105)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: TIFFANY TERRACE, LOT 1 Parcel ID: 011 — 491 z -12.1
A. WELL DATA
Well type PRNATE If A, B, or C provide PWSID# N/A
Date completed 6/17/2009 Sanitary seal (Y/N) YES
Total depth 185 ft. Cased to 44 ft.
Date of test
Static water level
Well production
FROM WELL LOG
6/17/2009
23 ft.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml.
Arsenic: bLaug./L.
B. SEPTIC/HOLDING TANK DATA
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 24 In.
AT INSPECTION
ft.
g.p.m.
NitrateoLt%-1mg./L. Other bacteriay colonies/100 ml.
Date of sampie: IL109 Collected by: GEC Ltd.
Tank Type/Material SEPTIC/STEEL Date Installed 6/18-19/2009
Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES
` Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alar (Y/N) N/A
Date of pumping NEW Pumper
C. ABSORPTION FIELD DATA BELOW EXISTING GRADE
Date Installed 6/1e-Te/os Soil rating .p.d./ft rft'/bdr) 0_8 System type TRENCH
Length 97 (50+47) ft. Width 5 ft. Gravel below pipe 4.06/4.07 fL
• 10.74/
Total depth 10.82 ft. Eff. absorption area 970 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms
Fluid depth in absorption field before test= in.. Water added=gal. New depth =In. .
Elapsed Time: = min. Final fluid depth _ in. Absorption rate >= 750+ g,p,d, -
Any re;uvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date -
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N
"Pump on" level at in. "Pump off leve High water alarm level at - in.
Cycles tested Meets alarm 8 circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
Animal containment areas 50'+
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
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 e70 Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 1009+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
WAIVER REQUEST LETTER
G. ENGINEER'S CERTIFICATION
i certify that I have determined through field inspections and O c ! y
review of Municipal records that the above systems are In
conformance with MOA COSA guidelines In effect on this Y��J
date. QO J f A. me
Engineers Printed Name JEFFREY A. GARNESS Q �, E-7953 e�
11 /%0
I30 40Q�e it��� 6coov
Date D�edPro faIslono4o
DDO�oo�oo
COSA Fee S_(a ' q
Date of Payment 111' 0 1
Receipt Numbern4S237
(Rev. 11/05) .
Waiver Fee $ aov
Date of Payment 0,16,&q
Receipt Number 6 S9 6 fl3
p OC_T-16-2009(FRI)_ IO;SS
L
LANG AND ASSOCIATES
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SCS ReLN
1096243001
PQL
Client Name
Garncss Engineering Group, Ltd
Printed Date/Time
Project Name/N
Tiffany Terrace LI
Collected Date/Time
Client Sample ID
Tiffany Terrace LI
Received Datefrime
Matrix
Drinking Water
Technical Director
Sample Remarks:
11/25/2009 8:08
11117/2009 13:10
11/172009 13:55
Stephen C. Ede
Pan ctcr
Results
PQL
Units
Method Container ID
Allowable
Limits
Prep Analysis
Date Date
Init
Metals by ICP/MS
Arsenic
ND
5.00
ug/L
EP200.8
C
(<10)
1120/091124/09
NRD
Waters Department
Total Nitrate/Niuitc-N
0.187
0.100
mg/L
SM204500NO3-F
B
(<10)
1120/09
LCE
Microbiology Laboratory
Colony Count
0
coUIOOmL
SM209222B
A
(<200)
11/17/09
DLC
TotalColifonn
0
coUl00mL
SM209222B
A
(<I)
11/17/09
DLC
Fecal Coliform
0
coUIOOmL
SM209222B
A
(<I)
11/17/09
DLC