HomeMy WebLinkAboutCHUGACH PARK VIEW LT 5Chugach Park
View
Lot 5
#090 - 042 - 05
Municipality of Anchorage
r..
E]_
Development Services Department —'�
Building Safety Division a €
On Water 8 Wastewater Program, 4700 Bragaw St.
e
="'r,
3= '..
-Site
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343.7904 Page 1
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW080252 PID Number. 090-042-05
of 3
Nome: WILCO CONTRACTORS
Wastewater System: ■ New 0 Upgrade
Address:
16701 RANSOM RIDGE * ANCHORAGE, AK 99516
ABSORPTION FIELD
Phone: No. o1 Bedroom&
(907) 242-5443 4
ODeep Trench ■Shallow Trench OBed (Wound 0Other
LEGAL DESCRIPTION
Soil Rating:
1.0 t7D/Se. rt.
Total Depth from carol groan:
9 MAX n.
Block: Lot: Subdivision:
— 5 CHUGACH PARK VIEW
Depth to pipe bottom tram original grade:
5.25/5.59 FL
Gravel depth beneath
pipe:
0.92/1.08 n.
Township:_Range: Section:
- "•
Fla added aoriginal grad.:
Fla SEE DWG. FL
Geral length:
120 (2 0 60) n.
WELL: ■ New ❑ Upgrade
cm* width:
5 p.
Number Ines:
Distance between Ines:
10 FL
of
2
cia..ncalwn (P,Ma.• AD•t):
PRIVATE
rani Depth:
168<<
toed Ta(gm,gtq
42 n.600
Total eteemaen seer:
so. n.
Pipe ,material:
D 3034/ F-810
Dryer.
HEFTY DRILLING, INC
Dae Dreier):
2/4/09
Static Mater Level:
31 n.
Installer:
WILCO CONTRACTORS
pot. Yetdise:
12/11-12/08
Ilea:
7 Dp,l
Pump Set At:
153 n.
toeing Height More Ground:
2 n.
TANK
SEPARATION DISTANCES
■ Septic 0 Holding 0 S.T.E.P. 0 Other*
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tonk
wt:nt/Pdeet.
Sews Line.
"a"" GREER
1250
Well
100'+
100'+
—
—
25'+
Neterla:
STEEL
Number et comportments:
2
Surface Woter
100'+
100'+
—
—
—
LIFT STATION
Lot Line
5'+
10'+
—
—
—
Site S.
llawla%ver:
gave.
Foundation
5'+
10'+
—
—
—
on ever at.
on ere at:
o er slam at:
Curtain Drain
ewnp Mahe a
vita InspectionInspectiondorwed by.
pe
NONE KNOWN
Remarks:
BENCH MARK
location and Description:
60170M OF SIDING AT FCO
:United Devotion:
102.73 , .
/� /�
P performedby:VEV, Ltd. /
Inspections Dates:
ENGINEER')DEAL
o�str•�oF4�v040
2nd 12;;/08
O� f
pp e? i
ds000
9� 00
vADevelopment
vA
3rd 12/12/08
Services Department Approval
Conditional approval: Dote.
0A •
•
O�DOp°1P•V,
4 rOfeeetatt
�O000��o
v
rOt
.� ° c '
O
c
Reviewed and approved by: 1 / SDote• /k 2 .09
,
(p«. 4/0e)
PERMIT NUMBER:
SW080252
CO
44.47
58.27
ST1
45.73
59.06
ST2
54.49
64.84
DBL1
55.78
65.74
09L2
56.96
66.56
FS
84.42
98.92
C01
69.56
76.83
MT1
71.46
78.50
CO2
105.68
125.08
MT2
104.55
124.09
CO3
86.20
91.62
MT3
87.38
93.14
C04
117.81
135.14
MT4
116.86
134.40
AS -BUILT DRAWING
NEW DRAINFILED
FCO
PARCEL ID NUMBER:
090-042-05
CREEK
EW 1250 GALLON
SEPTIC TANK
00 FOOT CREEK SETBACK
ST1
pEg�S
2
CO
UT4
C
ALTERNATE SITE WILL
REOUIRE AN ADVANCE
TREATMENT SYSTE
die
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
Mil C TAW SW. SITE 101 • MOOIMLL M 11907 • NON[ (10!)117-0144 • IMI (0:7)3M-3244 • Mgt wp.w40400.401,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 242-5443 2 OF 3
LEGAL DESCRIPTION: DRAWN BY:
CHUGACH PARK VIEW, LOT 5 K.D.M.
TYPE OF WORK:
ASBUILT DRAWING
E:
1' - 50'
(IW. 07A3)
PERMIT NUMBER:
5W080252
AS -BUILT DRAWING
PARCEL ID NUMBER:
090-042-05
TOP OF TANK
AT INLET = 93.79
INVERT OF' BUNG -
AT INLET = 93.20
FINAL GRADE = 98.26-98.30
i
ST2
TOP OF TANK
AT OUTLET = 93.79
NEW 1250 GALLON
SEPTIC TANK
INVERT OF BUNG
AT OUTLET = 92.98
ORIGINAL GRADE
= 96.17-96.67-
p5
0.92
NORTH TRENCH
FINAL GRADE _
96.97-97.91
2.5' MOA APPROVED
WIP
f— 5'
BOTTOM OF TRENCH
= 87.67
FILTER FABRIC
ORIGINAL GRADE
= 95.17-95.67
INVERT OF PIPE
= 91.09
TOP OF SAND
0. 90.17
10'
-9 RELATIVE ELEVATION OF BOTTOM OF
TEST HOLE= 80.67 (DRY)
1.08'
V,2' 1A
0A APPROVE
SOUTH TRENCH
FINAL GRADE _
95.81-96.43
TH/5
5
FILTER FABRIC
INVERT OF PIPE
90.75
TOP OF SAND
= 89.67
BOTTOM OF
TRENCH = 87.67
RELATIVE ELEVATION OF BOTTOM OF 6 --
TEST HOLE= 79.67 (DRY)
14,1
GARNESS ENGINEERING GROUP, Ltd.
•...•....,.....,_.-._(. CONSULTANTS B. GENERAL CONTRACTORS
3701 C. TUDOR ROAD. RTIC 101 • ANC a. a. AK *9507 a PHONE (007)337-0170 a (A[ (001)330-3241 a KIM mum Rtuserylrarlrecem
PREPARED FOR:
WILCO CONTRACTORS
PHONE NUMBER:
242-5443
PAGE NUMBER:
3 OF 3
�oodo4
OF
LEGAL DESCRIPTION:
CHUGACH PARK VIEW, LOT 5
DRAWN BY:
K.D.M.
TYPE OF WORK:
PROFILE DRAWING
(R=. 01105)
DATE:
5/29/2009
rA.ssr
CE -79$3y `FG
0 n J i/714.)/Q;4 ESAO
Pto Fsaalonoo
A
r ti a4.
GARNESS ENGINEERING GROUP, Ltd.
Y ••->— •s---•••�•-_-• CONSULTANTS & GENERAL CONTRACTORS.—
01 a twOR ROAD. Rua WI • N CnOR•4e A< 99507 • Met (607)337-6176 • 1M 0107)336-332.6 • .trine gonanaginsinama
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: CHUCIACH PARK VIEW. LOT 5
PERFORMED FOR: WILCO CONTRACTORS
DEPTH e--4•••••••••
(feet)—tr,;:
1
2- O.
;•
•;•:
••
.•;;:
3!=';333
U.O.H.
3-
4-
6-
7
8-
9-
10 —
11-
12 —
13-
3-
14-
14-
15-
15-
16-
16-
17-
17-
18
18 —
19 —
20
SOILS LOGGED BY:
COMMENTS -
PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFpRMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: S% 2 t, 05
ORGANICS
DATE: 12/10/2008
CONFIRMATION TEST HOLE
GP WITH LOAM
GP TO SP
SOIL CLASSIFICATIONS
b::o.
roess
Iran
iimee
Rim
intim)
atiw
GW
GP
GM
GC
SW
SP
SM
SC
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
DRY
12/10/08
goQ�pp�
OFA
DATE
READING CLOCK NET TIME WATER LEVEL
TIME (MINUTES) READING
NET DROP
(INCHES)
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.5 FT. AND 7 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES NO
JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
?ES -12-21309 12:17? FROM:
•
am
•
Water hof( Drilling andiron, Sentec
Jtncli'rage, %GoEa tart;) 345- `.5:13
Clry.Buntugh. Subdwision. 'CKDLO
Anchorage `Chugach Park
iew
Mcridiw' _Township Range_
BOREHOLE DATA(from top of casingPepth
Material: Type. Color & wetness from Z
stickup
clay & gravel
silt & gravel
silt & rock
bedrock
coal layer wet
bedrock w/ fractures
0 2
2
8
32
42
84
86
8
32
42
84
86
168
TO:3383246 r.i
Well Log
Dnlbnp Scantd: Q2. Q 2QQ9Cumpkrcd: Q2.04 2009
rrupcny Owner Name & Address: Wilco Contractors
16701 Ransom Ridge
Anchorage, AK 99516
r% of r/. of_ of _ -
t/
Section •- — - - _
Drilling method: ( X ) Air rotary. ( ) Cable tool. Other
Well usc: ( l Public supply. Ix 1 Domestic. Other _ _ _.__.----
Depth of hole: 16$.—._, H, Casing stickup:
Casing [ypcateel_ _._...,
Thickness: .2250..... inches
6 inches Casing depth: ^ 42 ft
Diameter. 4_5 inches Depth:_ n�to 168'
Casing diameter. -
Liner type: PVC
Static water (from top of casing): 31 ft on 02904 2009
Pumping level S yield: -__ _ fiat alter hours at _. - gpm
Recovery rate: 7 gpm. Method of testing: airlift
Development method: airlift Duration: 1 hour
Well intake opening type:1 ) Open end. IX 1 Open holt, Other- -
fi, Stopped _ _.,__ ". _ ft
Screened: Start -_...__—
Screen type: - Siottmcst: size: _�-
• H, Stopped: __--. ▪ H
fl. Stopped:
Perforated; Stan:_
Stan:
Note:
Grout type: _ t fttOnite Volume - H
Depth; from ground surface .to _.— —
—
Pump intake depth: H
Pump size: hp. Brand name:
Was well disinfected upon completion? 1x) Ycs. ( ) No
Method ofdisinfcetion:Calcium.Hypochlorite..(.Chlorine)...
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.org/onsite
(907) 343-7904
Driller comments,' disclaimers:
Water. entering well thru_factures at depths
between 84.-86'., 100'-105', and 130'-135' for a
total CI 7.g13 -m.
Well driller name:
Company name: Hefty Drilling, Inc.
Maung address. 3540 Akula Dr.
_Anchorage _ State: AK -zip 99516
Phone number :1 907) 345 - 0593 fa2c345-4700
Drillers signature:
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
Permit Number. SW080252
Date of Issue: Dec/ 08 /2008_
Parcel Identification Number: Q9-117_1142=.05---
Is well located at approved permit location? ( yr) Yes or ( ) No
VOL -14-2009 09:47R FROM:
■
■ ■■
■ ■■
TO: 33^03246
P.1
Pump installation
Top ever
ABOVE GROUND
ESSIG
Loge -6 nth PorK Vie&/ •
=ATM "14-(1a�IM, V«�lr�)
DATE: 019/02/09
/
ttv
0
Pitless Adapter Manufacturer's Name:nevi;ASOn
Pitlesm Adapter Installer: / t4 ArlegiSZviC,
PM&TYPE 5frb1Y4s:IP le -
LAKE V etoveA O 5
LDOEL
16420g-07- e2qt,
SERIAL t Ptr
Mot 1 (/ F
DROP TOE: Tp. pvi_ VOin est. i "
Cb,a,d, fie n/ l /
5 - rte 10 e
ear
MICR cat
ELECTRICAL: Volta
AnO.
WATER TAMC Tp.
250
7.
11/i1h( tb1
s,. till(-/en.l 62e1
(,'' oa,P. ea
.� sa. rM'
CASED NOTE: Porn D' ToT2t
INTAKE STRUCTURE: Two
From
OPEC. NOTE: From
Per V,
To
4)' To /6.81
well was disinfected upon completion.
method: calcium hypochlorite.
'I -lefty y Drilling, 'inc.
Water Weil and Pumy Service
Anchorage, Olas! a
(s07) 345-0593
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
/0//»/or 15-60/ba
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number: SW080252
Legal Description: CHUGACH PARK VIEW LOT 05
Design Engineer: 0855 GARNESS ENGINEERING GROUT
Owner Name: WILCO CONTRACTORS
Owner Address: 16701 RANSOM RIDGE
ANCHORAGE , AK 99516 -
Date Issued: Dec 08, 2008
Expiration Date: Dec 08, 2009
Parcel ID: 090-042-05
Site Address: NHN ALPENGLOW
Lot Size: 119123 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit Is for the construction of:
E 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.
5. The following special provisions.
THE ENTIRE SUBSURFACE DISPOSAL FIELD AND ALTERNATE IS NOT WITHIN A 30 FOOT RADIUS OF A
PERCOLATION TEST. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO THE
CONSTRUCTION OF THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE
AS -BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE
SYSTEM WILL STOP PENDING ON-SITE REVIEW AND APPROVAL.
Received By
it -
Date.
L/d'/e
Issued By. $D//✓ oila"C2� Date: 279)g
RUSH
Parcel I.D.
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.cianchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
nqo-ou-DS
Property owner(s) WILCO CONTRACTORS Day phone 522-5443
Mailing address Il0 1D I .--Af 7-1rant-7E /VIA -lel' 51 Co
Site address MAI) ALPOUCAO LO Zip Code 99577
Legal description (Sub'd, Block & Lot) CHUGACH PARK VIEW S/D: LOT 5
Legal description (Township, Section & Range) N/A
Lot Size 1161 , I Dg Sq Ft.
THIS APPLICATION IS FOR (® all that apply):
Absorption Field
Septic Tank
Holding Tank ❑
Privy 0
Private Well
Water Storage ❑
Number of Bedrooms
4
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
0
I certify that the above information is correct. 1 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.
herized-agent)
Permit/Rush Fees'
Date of Payment:
Receipt Number:
(Rev. 11/05)
(035 + 175 t;u5k Waiver Fees.
1 )j 3 J o)? Date of Payment:
0q2.3111 Receipt Number:
GARNESS ENGINEERING ERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
December 2, 2008
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 E3ragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Well and Septic System for Chugach Park View; Lot 5,
To whom it may concern:
The proposed 4 bedroom house is to be severed by a private well and septic system. We are proposing to
install a 1250 gallon septic tank and dual 5 -wide trench type drainfields. One test hole was excavated on
the property. The drainfield will be designed around the 30 foot radii of GEG test hole #5 and will
require an additional confirmation test to be dug and perked prior to installation. 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. DRAINFIELD DESIGN: Sec attached design drawing for drainfield specifications.
3. SURFACE WATERS: There is a stream approximately 100 feet east from the proposed drainfield.
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 north to south.
We arc unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any qu.s 'ons, please contact us at 337-6179. Thank you for your assistance.
erely,
Jeffre
Presid
., M.S.
NOTE? Akdchcd is a site plan drawing, a design drawing. one soil log, which are all part of the design package fir
this septic system. (Contact G.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.gamessenginecring.com
LOT 6
1100' WELL RADIUS
• CREEK
PROPOSED
SEPTIC
SYSTEM
LOT 28
EED TO PERFOR
CONFIRMATION
TEST 140
SCALE:
1" - 100'
LOT 3§,e -,t
GARNESS ENGINEERING GROUP, Ltd.
— CONSULTANTS & GENERAL CONTRACTORS +444••••-44,4.4--4W+•=-+
50711 1 TUDOR ROM. AEC 101. MCOOMGC. 1R 19507 9 !kilt (101)507-4179 • f * (907)336-])44 Y[o511f: w..,wnw.wpNwt., w.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
WILCO CONTRACTORS 907-522-5443 1 OF 3
LEGAL DESCRIPTION:
CHUGACH PARK VIEW SUBDIVISION, LOT 5
TYPE OF WORK:
SITE PLAN
(Rev. 01/05)
DRAWN BY:
P.N.B.
DATE:
12/8/08
DESIGN CRITERIA:
NUMBER OF BEDROOMS:4
GALLONS PER DAY (CPD): 600
PERCOLATION RATE/S: <1 MIN./INCH
PROPOSED APPLICATION RATE: 1.0
MINIMUM DRNNFIELD SOFT.: 600
DRAINFIFI D DESIGN:
MAXIMUM DEPTH:9 MAX
WIDTH: 5 FEET
LENGTH:2 0 60.120 FEET
M.O.A. APPROVED SAND FILTER: 2 FEET
EFFECTNE:0.5 FEET
REDUCTION FACTOR: N/A
ACTUAL SO.FT.: 600
1401E: THE COMPACTOR
SHALL HAVE THE CREEK
SETBACK. THE SOUTH it
WEST IAT LINES. MO ALL
WELL RADII FLAGGED BY A
REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
GEG, Ltd. HAS A 7 PAGE SPECIFICATION
LETTER THAT PERTAINS TO THIS DESIGN.
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
CONDMONS OUTLINED.
A/P
O,p
Nc
"Pt/,
7 I
PROPOSED
HOUSE
PROPOSED 1250
GALLON SEPTIC TANK
INSTALL
DOUBLE
CLEANO
INSTALL FLOW
SPUTTER
PROPOSED
DRAINFIELDS
CONFIRMATION TESTHOLE
MUST BE DUG PRIOR
TO CONSTRUCTION
AND PERK TESTED
ALTERNATE SITE WILL
REQUIRE ADVANCED
e TREATMENT
CREEK
GARNESS ENGINEERING GROUP, Ltd.
. CONSULTANTS S. GENERAL CONTRACTORS—�m+�a�•w ++- � ,•• �
701 1 PAW ISA LITE 101 • ANpCIUGT. AK 005507 • PHONE (107)177-0171 • MY (907)331-]]44 Ir lTL w _.....p.whyewn
PREPARED FOR:
WILCO CONTRACTORS
PHONE NUMBER:
907-522-5443
LEGAL DESCRIPTION:
CHUGACH PARK VIEW; LOT 5
TYPE OF WORK:
SEPTIC DESIGN
(Rev 01/05)
PAGE NUMBER:
2 OF 3
SCALE:
60'
DRAWN BY:
P.N.B.
DATE:
12/8/08
0.5
MT CO
15% SLOPE
a..ri
+ MO PRi_VE
MOA APPROVED;
SAND FILTER
nv�r .. I.f11 �f�C4
5'
9' MAX' 0.5
10'
MT CC
Lr
y2724:fa?�;�.S *::Zeit :;:`;
v.2+ MOA APPROVED
SAND FILTER •
TRENCHES DO NOT
NEED TO BE 9' DEEP.
THAT IS STRICTLY THE
MAXIMUM DEPTH.
GARNESS ENGINEERING GROUP, Ltd.
• • - - - • CONSULTANTS & GENERAL CONTRACTORS -_ • •-• -+
3701 L 111CIR ION). MMIC 101 • M104011.7OE• - 00507 • AWE (001)337-117♦ • FAX (907)333-324 • MSIIL weepenemengeorelreeeent
PREPARED FOR:
WILCO CONTRACTORS
PHONE NUMBER:
522-5443
LEGAL DESCRIPTION:
CHUGACH PARK VIEW, LOT 5
TYPE or WORK:
PROFILE DRAWING
(R•v. 01/05)
PAGE NUMBER:
3 OF 3
DRAWN BY:
PNB
9' MAK'
OFI A
,00
DATE:
12/2/08
mess:
CE -7953 `OS
Proessi06 a
40000��
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
3/01 L 1Lfl Lutz. !JIG 101 'MOL A1C 01507 • MAIL (Yd7if-61711 • FAX (907}130-3244 • 1118f1iu .m••.•.(
(SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION. CHUGACH PARK SUBCMSION; PROPOSED LOT S.
PERFORMED FOR: BELL AND ASSOCIATES DATE: 9/17/2003
(feet
ORGANICS
2 •-t
v..•
• •
L\: ▪ e
Ewe,.
ilt`,.•:
▪ T.
8— ���• GP/SP TO SP
w/ SOME SILT
9—
!1
-.••••r •
R •
•
: ••
11=i.�
12 —H1':'
Nor• -". •
13— .:,
14
is •-, • ▪ •'
te:.• :1
✓ ,.•
15
B.O.H.
17-
18 —
19 —
20
SOILS LOGGED BY:
COMMENTS'
PERFORMED 6Y AKWWC, INC. 1, JEFFREY A G4RNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL. GUIDELINES IN EFFECT ON THIS DATE: /Vic 03
(TEST HOLE #5
SOIL CLASSIFICATIONS
GW
GP
GM
GC
SW
SP
SM
SC
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
DRY
9/17/2003
DRY TO 14.0'
9/24/2003
DRY TO 14.0'
10/14/2003
—
—
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
9/17/2003
1
—
—
6
—
2
—
3
0'
6'
3
—
—
6'
—
4
—
3
0'
6'
5
—
—
6
—
6
—
3
0'
6'
PERCOLATION RATE
TEST RUN BETWEEN 4.0 FT. AND 5.0 FT.
<1 (MIN. INCH)
PERC. HOLE DIA.
6 (INCHES)
A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ®NO
JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
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
FOR A SINGLE FAMILY DWELLING
Parcel I.D nc/ d -O L/a- Or
1. GENERAL INFORMATION
Complete legal description CHUGACH PARK VIEW, LOT 5
Location (site address) NHN RAND AVENUE
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
COSA# Q00
Expiration Date: 2 — . - I
WILCO CONTRACTORS
Day phone 242-5443
16701 RANSOM RIDGE * ANCHORAGE, AK 99516
Day phone
Day phone
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
•
0
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
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. 1 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 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.
Engineer's Comments:
In conducting this evaluation, GEG, LED. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & 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 fest
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden detects 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 sole benefit of the owner listed above. My 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
_1../ Approved for
Disapproved.
Conditional approval for
bedrooms.
Date
E-795 •c,(P,•`�O
`Otl profesato^oao
040000 „
°�• •••
y°�'y:
J`�� • ON-SITE
WATER AND ; t^•=
WASTEWATER
PROGRAM
bedrooms, with the Mowing stipulations: O •••
,,,rrn r111
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
By
(Rev 11105)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: / 1 - - 0 9
•BELOW FINAL GRADE)
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:
CHUGACH PARK VIEW, LOT 5 Parcel ID:O9'O —o
A. WELL DATA
Well type PRNATE If A, B, or C provide PWSID# N/A, Well Log (Y/N) - YES
Date completed 2/4/2009 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 168 ft. Cased to 42 ft Casing height (above ground) 24 in
AT INSPECTION
FROM WELL LOG
Date of test 2/4/2009
Static water level 31 ft ft.
Well production 7 g.p m
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate NO mg./L. Other bacteria 0 colonies/100 mi.
Arsenic: WO ug /L. Date of sample: j0/4/04 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 12/11-12/2008
Tank size 1250 gal Number of Compartments 2 Cleanouts (Y/N) YES
g.p.m.
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO
High water alarm (YIN) N/A
Date of pumping NEW ' Pumper —
C. ABSORPTION FIELD DATA
SOUTH TRENCH/NORTH TRENCH
Date installed 12/t1-12/2ooe Soil rating (g.p.d./ft'o 4 /bd 1_0 System type SHALLOW TRENCH
Length 120 (2 0 60)(t Width 5 ft Gravel below pipe 0.92/1.08 ft.
•6.26/
Total depth 7.74 ft. Eff. absorption area 600 ft' Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test= in. Water added =gal. New depth =in.
Elapsed Time: = min. Final fluid depth — . in
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
Absorption rate >= 600+.
g.p d
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'eve - High water alarm level at in
Datu r Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
100'+
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
100'+
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 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5+ Property line 5'+ Absorption field 5'+
N/A Water service line 101+ Surface water 100'+
Water main
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
I
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 5'+
Curtain drain NONE KNOWN Wells on adjacent Tots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
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.
Engineer's Printed Name JEFFREY A. GARNESS
Date
000F
oa0000 \
q, J y e. A. r ess.:
E-7953 ...• _el.,,
• • • cj$
ww
°00Professiocoo�'
000015
COSA Fee $ (.0 SO0
Date of Payment 1 0/3 -7/ 1
Receipt Number 0 % a 7 (4 Receipt Number
(Rev. 11/05)
Waiver Fee $
Date of Payment
SCS Refit
Client Name
Project Name/#
Client Sample ID
Matrix
1095524001
Garness Engineering Grog, Ltd
Ghugiach Park View LS
Ghugiach Park View LS fj
Drinking Water
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
10/26/2009 8:31
10/09/2009 15:50
10/09/2009 16:25
Stephen C. Ede
Sample Remarks:
Parameter
Results
PQL
Units Method
Allowable Prep Analysis
Container lD Limits Date Date
Metals by ICP/MS
Arsenic
Waters Department
ND
Total Nitrate/Nitrite-N ND
Microbiology Laboratory
Colony Count
Total Coliform
Fecal Coliform
0
0
0
5.00
ug/L EP200.8
C (<10) 10/19/091020/09 NRB
0.100 mg/L SM20 4500NO3-F U (<10)
co1/100mL SM20922213
col/100mL SM20922213
col/I00mL SM20922213
A
A
A
10/13/09 LCE
10/09/09 SDP
10/09/09 SDI'
10/09/09 SDP
LOT 2
P
•• •
•
•• .
•a
iT
•
.10
LOT 6
LOT 3
2.6
s 755355
PLOT PLAN _ AS BUILT X SCALE 1' au 50'
GRID SW 4456
Protect No. 08-142
Lang 8C Associates, Inc. 11500 Daryl Avenue, Anchorage,
Registered Land Surveyors (907) 5z--4625 Phone
kgtonglsOalasko.net / JelanglsOalaska.net
I hereby certify that 1 have surveyed the following described property:
LOT 5, CHUGACH PARK VIEW SUBDIVISION (PLAT No. 2005-202)
Anchorage Recording District, Alaska, and that the Improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no Improvements on the property lying adjacent thereto encroach on the surveyed
premises and that then are no roadways, transmission lines or other visible
easements on said property except as Indicated hereon.
Dated this the Zell Day of AUFpOST
\N Is the responsibility of the owner to determine the existence of any easements,
novenants, or restrictions whtch do not aoosar on the ncard.d subdivision rein}.
• 9 , at Anchorage, Alaska
Alaska 99515-3049
tip/ 49 ,e ' `t •: *gyp
On' : KENNETH C. LAN
5202