HomeMy WebLinkAboutCHUGACH PARK VIEW LT 1Onsite File
Ugach
. Park View
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GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
November, 30 2017
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd. P.O. Box 196650,
Anchorage, AK 99519-6650
(907) 343-7904
Attn: Deb Wockenfuss
Quawca
Advanced T.-cat,rncnt Sy,;rcm
Ref: Chugach Park View; Lot 1 - Memo concerning converting CAT III AWWTS to CAT
II AWWTS septic system
Ms. Wockenfuss:
The permitted septic system was installed on the referenced property in 2013. Per the
Quanics service provider ARM Services, LLC on 11/30/2017, the drainfield monitoring tubes
were dry. In order to simplify the operation and maintenance of the system, we are proposing
that this unit be permanently configured as a CAT I I system. Our justifications are as
follows:
• The receiving soil perked at 12 m inutes per inch and the CAT I I soil application
rate is 3.0 gpd/sq.ft.
The home has 3 bedrooms, so 150 sq./ft.
system (450 gpd/3.0 gpd/ft2 = 150 ft2). The
absorption area.
of absorption area is required for a CAT II
existing 2013 drainfield has 155 sq./ft. of
The following information should supersede the application rates outlined in GEG's original
design dated 5/24/2011:
- Previous application rate: 5.0 gpd/sq.ft.
- Proposed application: 3.0 gpd/sq.ft.
At this time we request that your department allow for the Quanics system at this property to
be operated in a CAT II configuration Upon your concurrence, we will insure the jandy valve is
e i t h e r I e f t i n t h e open position or completely remove, and we will place a CAT II sticker
on the control nand.
res�ff.�y pr,Q�P.E., M.S.
id
3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water & Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP131240 PID Number: 090-042-01 0 New 0 Upgrade
"°Te'
MARK KLUCKMAN
ABSORPTION FIELD
Address:
1911 PRIMROSE RD, ANCHORAGE, AK, 99508
• Deep Trench -. Shallow Trench • Bed ❑ Mound
• Other
Phone: No. of Bedrooms:
(907) 854-2164 3
Soil Rating: *
ATEGORY III 5.0
ADVANCED TREATMENT PD//Sq. Ft.
Total Depth from originol grade:
SEE DWG. Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade:
SEE DWG.
Gravel depth beneath pipe:
0.59
Subdivision: Block: Lot:
CHUGACH PARK VIEW — 1
Ft.
Fill added above original grade:
SEE DWG. Ft.
Fi.
Grovel length:
31 Ft.
Township:Ronge: Section:
— — —
Gravel width:
5
Beds Number of lines:
—
Distance between lines:
Ft.
Ft.
SEPARATION DISTANCES
Total obaorp on area:
Number of trenches:
Dist. between trenches:
—
Ft.
To
From
Septic
Tank
Absorption
Field
Lift
Station
Holding
Tank
Public/Private
Sewer Lines
1 55 SD. Ft.
1
Well
100'+
1001+
1001+
—
25'+
TANK 0 Septic ■ S.T.E.P. ❑Holding ❑Other
Surface Water
100'+
100'+
100'+
—
Manufacturer:
GREER
Capacity:
1500 Gal.
Lot Line
5'+
10'+
5'+
—
N/A
Material:
STEEL
Number of compartments:
2
Foundation
5'+
10'+
51+
LIFT STATION
Curtain Drain
Manufacturer.
Capacity:
NONE KNOWN
GREER/QUANICS
1500 Gal.
Remarks:
'Pump on level at:
-Pump or level at:
High water alarm at:
TIMER
TIMER
46"
Pump Make & Model:
Electrical Inspections performed by:
P—SE-41T
SOLID GROUND ELECTRIC
PIPE MATERIAL W114.0
PVC
House to tank D3034 Tank to
D2665
drainfield
Installer
Drainfield D3034 CO/MT D3034
RED DOG MASONRY
Inspector GEG, Ltd.
BENCH MARK (Assumed elevation)
Inspection
114.36 Ft.
Dates: 1st 9/25/13 2nd 9/26/13
Locotion and Description:
3rd 9/27/13 4th —
BOTTOM OF SIDING, SE WALL OF HOUSE
Community Development Department
Conditional approval:
Approval
Date:
ENGINEER
000
l'.
5 SEAL
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psli�
* :. 9 ..* SOD
VA
/
Approv �//�1�/{ 11LN1 X11 I ,� �/ Date
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ofessio
�40000�a
PERMIT NUMBER:
OSP131240
AS -BUILT DRAWING
PARCEL ID NUMBER:
090-042-01
ST1
40.94
51.34
MH
49.44
60.56
ACL1
49.18
53.83
ACL2
49.82
53.20
C01
46.32
51.87
MT1
47.98
50.74
CO2
52.34
52.24
MT2
63.89
56.28
CO3
67.72
59.27
NEW WELL
NEW 1500 GALLON
S.T.E.P. TANK
SERVICE AND
RECIRCULATION
LINES RESERVE SITE
G.ARNESS ENGINEERING GROUP, Ltd.
:i,; CONS €$LTANTS & GENERAL CONTRACTORS ��., r.4• --a.=.. . •x.
701 E. TUDOR ROAD, SURE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)336-3246 • WEBSITE: ww.gmnwangimwing.w
PREPARED FOR:
MARK KLUCKMAN
PHONE NUMBER:
907-854-2164
LEGAL DESCRIPTION:
CHUGACH PARK VIEW S/D; LOT 1
TYPE OF WORK:
AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
DATE:
3/5/2014
(Rev. 01/05)
PERMIT NUMBER:
OSP131240
AS -BUILT DRAWING
PARCEL ID NUMBER:
090-042-01
FINAL GRADE=- \
101.10-101.30
TOP OF TANK
INLET= 96.75-
•
INVERT OF BUNG
= 96.10
IMOUND AND SIDE
SLOPES HAVE
BEEN VEGETATED
AS OF 6/27/2014
4" INSULATION
OVER LINES
2" INSULATION
TOP OF TANK
OUTLET= 96.73
650 QUANICS AEROCELL
W/ 80/20 BAFFLE &
INTERNAL JANDY VALVE.
AEROCELL UNIT SITS ON
TOP OF MOUNDED
TRENCH.
1500 GALLON 10 GAUGE STEEL
DEEP BURIAL STEP TANK
TH#3
FINAL GRADE =
100.16+
FILTER FABRIC
INSULATION
RIGINAL GRADE
® HIGHEST
POINT= 97.50
1.75' OF M.O.A. .r
'-APPROVED SAND
FILT
COPES
NVERT OF PIPE =
97.34
TOP OF SAND =
96.75
BOTTOM OF
DRAINFIELD
HIGHEST POINT=
95.00
NOTE: PROFILE DRAWING IS NOT TO SCALE.
RELATIVE ELEVATION OF BOTTOM OF TEST HOLE =
89.00 GROUNDWATER 0 92.50 ON 5/18/2011
GARNESS ENGINEERING GROUP, Ltd
alMakidran CIVIL & ENVIRONMENTAL ENGINEERS _ _«
June 26, 2014
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, AK 99519-6650
(907) 343-7904
Ref: Chugach Park View; Lot 1— Permit#OSP111084 — Release of Conditional Inspection Report
To whom it may concern:
An inspection report for the septic system located on the referenced property was submitted to your
department on 4/17/14. It was noted on that inspection report that the mounded drainfield and 3:1 slopes
were to be top -soiled and seeded during the summer of 2014. GEG recently completed a site visit and
confirmed the mound and slopes are vegetated.
If you have any questions, please contact us at 337-6179. Thank you for your assistance.
3701 E. Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Toy vricang gnc
Well Log
Water Well Drilling atul Puny Service
glitcfionve, "Araska (907) 345-0593
Drilling Started:06 .113 2011 C omplered,06 /14 /2011
Citai Borough:
Subdivision:
BLOCK
LOT
Property Owner Name & Address: Mark Kluckman
Indian Valley
Chugach Park View
1
1911 Primrose
Anchorage, AK 99508
Meridian Township Range Section '/4 of 1/4 of is of �/4
BOREHOLE DATA(from top of casing»epth
Drilling method: (X) Air rotary. ( ) Cable tool, Other
Material: Type, Color& wetness From To
Well use: ( ) Public supply, (x I Domestic, Other
stickup
0
2
Depth of hole: 200 ft, Casing stickup: 2 ft
Casing type: steel_____ Thickness: .250 inches
Casing diameter: 6 inches Casing depth: 47 ft
overburden
2
5
PVC 4.5 40' to 200'
Liner lupe: Diameter. inches Depth:
Static water (from top of casing): 75 ft on 06./ 14 ;2011
bedrock w/ soft layers
5
200
Pumping level & yield: feet after hours at gpm
_ ^
Recovery rate: 5 gpm, Method of testing: airlift
Development method: airlift Duration: 1 hour
Well intake opening type: ( ) Open end. ( x } Open hole, Other
Screened: Stan: - ft, Stopped - ft
Screen type: - Slot/mesh size:- -
Pertbrated; Start: ft, Stopped: ft
Start: 11. Stopped: ft
Note:
Grout type: bentonite Volume - -
.
Depth; from ground surface . to 20 a i
Pump intake depth: ft
—
Pump size: hp. Brand name:
Was well disinfected upon completion? (x) Yes, ( ) No
Method ofdisinfection:Calcium._H.ypo.chlorile.Chlorine)
Driller comments// disclaimers-
Water entering thru fractures at depths between i
70'-80', 110'-120', and 160'-180for a total of 5 gpm
Well driller name: Curt Hefty
_
Company name: Hefty Drilling, Inc.
Mailing address 3540 Akula Dr.
city: Anchorage 99516
State: AK Zip
Phone number: ( 907 ) 345 - 0593 fax:345-4700
Drillers signature:
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
Attention: Property owner shall provide a well log to the
DSD within 60 days of well completion.
Permit NurnbecOSP111084
Dateoflssue: June/ 06/2011
Parcel identification Number:
Is well located at approved permit location? [ x) Yes or ( ) No
elfr
Pump Installation Log
Tog��//�,c� G�'r�
LDCATIOM C.& I _\l 4 t V� G I � V I
NAME: MAY' V fuW M4IC,
EMT: D l? /30 f 11.
Pitless Adapter Manufacturer's Name: Caw'iof
Pitless Adapter Installer: fit ‘(-1.7 1pr i j,'5fr r10 -4;61C
PUMP TYPE
MANE
GP'.Sias
mon /0 S Q607- )00
SERIAL t Pump
DROP TYPE_
Motor
Type pr., 7t/L
. , /)0 r,
(tion Alt LAV
POKER CABLE: Typo .r c i�I t° - sin la/2 2,16.4
Condition Al'�i/
ELECTRICAL: Volta 210
Ann ,a
//)/.1.ro
size U . C761
WATER TWO Type
WELL CASWG Size On Tp. -f-e
CASED RCM From (7 To c2O3
-%,red—
INTAKE STRUCTURE: Type
From (90' Te ,aQ
OPEN HOLE: From •
i
41 To lav
well was disinfected upon completion.
method: calcium hypochlorite.
Water Weir and Pumy Service
Anchorage, Alaska
(907) 345-0593
SGS Ref.#
Client Name
Project Name/#
Client Sample ID
Matrix
1141261001
Garness Engineering Group, Ltd
Chugach Park View Ll
Chugach Park View Ll
Drinking Water
Printed Date/Time
Collected Date/Time
Received Date/Time
Technical Director
04/11/2014 11:06
04/07/2014 12:30
04/07/2014 15:31
Stephen C. Ede
Sample Remarks:
Parameter
Results
LOQ
Units Method
Allowable Prep Analysis
Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic
Waters Department
Total Nitrate/Nitrite-N
Microbiology Laboratory
E. Coli
Total Coliform
ND 5.00 ug/L EP200.8 C (<10) 04/09/14 04/09/14 EAB
0.869 0.100 mg/L SM214500NO3-F B (<10) 04/10/14 AYC
Negative 1 100mL SM21 9223B A 04/07/14 MEV
Negative
100mL SM21 9223B A 04/07/14 MEV
•
Rob Campbell
From: Scott Chambers [solidgroundelectric@yahoo.com]
Sent: Tuesday, March 11, 2014 11:38 AM
To: Rob Campbell
Subject: Kluckman
Submitted To: Garness Engineering
Job address: Kluckman Residence
Wiring for septic system has been installed per N.E.0 2011 edition by Solid Ground Electric
LLC., licence no. 1668.
Sincerely,
Scott Chambers
Solid Ground Electric
1-907-727-8008
Scott Chambers,
Solid Ground Electric LLC
1-907-727-8008
1
On -Site Water & Wastewater System Permit
Permit Number: OSP131240
Tax Code Number: 09004201000
Work Type: WellSeptic
Permit Effective Dates: July 29, 2013
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
to July 29, 2014
Design Engineer: GARNESS ENGINEERING GROUP LTD
CHUGACH PARK VIEW
Subdivision:
Site Legal Address: CHUGACH PARK VIEW LT 1 0:4456
Owner/Address:
KLUCKMAN MARK ALAN
3720 W 86TH AVE APT N ANCHORAGE AK 995025221
Site Mailing Address: 795 INDIAN RD, Indian
Lot Size in Sq Ft: 104650
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: 7 62/I
Date: �7 ..
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On -Site Water & Wastewater Program
Parcel I.D. 090-042-01
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Property owner(s) MARK KLUCKMAN
Mailing address NHN COMFORT LANE *INDIAN, AK
Site address NHN COMFORT LANE *INDIAN, AK
Phone: 907-343-7904
Fax: 907- 343-7997
Day phone 854-2164
Legal description (Sub'd, Block & Lot) CHUGACH PARK VIEW LOT 1
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3
APPLICATION IS FOR:
(Rs that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
APPLICATION IS AN:
Initial
Upgrade
Renewal
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
SLOPE WAIVER
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
Distance: 50'
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number:
Receipt Number
Permit No. OSrn �S E °� 0 Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
July 22, 2013
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Request Re -Issuance of Septic Permit for Chugach Park View; Lot 1 (OSP111084)
To whom it may concern:
The referenced property had its permit expire on June 5, 2012. The owner, Mark Kluckman,
would like to have the permit re -issued (first request) so that he way install the proposed septic
system and drill the proposed well. There has been no changes in the surrounding properties that
would affect the design for Lot 1. In short, we request that you re -issue the well and septic
permit.
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.
Jeff
Pre
P.E., M.S.
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
On -Site Water & Wastewater System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP111084
Tax Code Number: 09004201000
Work Type: WellSeptic Initial
Permit Effective Dates: June 06, 2011
Design Engineer:
Subdivision: CHUGACH PARK VIEW
Site Legal Address: CHUGACH PARK VIEW LT 1 G:4456
to June 05, 2012
GARNESS ENGINEERING GROUP LTD
Owner/Address:
KLUCKMAN MARK ALAN
1911 PRIMROSE ANCHORAGE AK 995083001
Site Mailing Address:
This permit is for the construction of:
Y Disposal Field N Septic Tank N Holding Tank N Privy Y Private Well N Water Storage
Lot Size in Sq Ft: 104650
Total Bedrooms: 3
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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:z--
Issued By:
Date:
Date:
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Department
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
WR#: OSP111085 HA#: Permit#:OSP111084
PID#: 090-042-01
Legal Description: Chugach Park View, Lot 1
Engineer: GEG
Applicant: Mak Kluckman
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to a slope steeper than 25% has been approved. The approved separation distance continues to
be 50 feet, but requires all slopes steeper than 25% within 50 feet of the downhill side of the
absorption field to be contoured to be less than 25% and vegetated.
This waiver approval applies to the existing absorption field to slope 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: 6/6/11 Approved by;
Name of Reviewer
Rec#: 077043 Amount: $200.00 Date Paid: 5/27/11
**** VARIAN C E/WAIVER REVIEW ****
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On -Site Water & Wastewater Program
Parcel I.D.
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Phone: 907-343-7904
Fax: 907- 343-7997
Property owner(s) MARK KLUCKMAN Day phone 854-2164
Mailing address NHN COMFORT LANE *INDIAN, AK
Site address NHN COMFORT LANE *INDIAN, AK
Legal description (Sub'd, Block & Lot) CHUGACH PARK VIEW LOT 1
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
(® all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
n
n
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
--a+-f slog
n
I certify that the above information is correct. I further certify that this application is being made
for a Single Family Dwelling and is in accordance with applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: - Date of Payment:
Receipt Number:
Waiver No.
Receipt Number:
Permit No.
(Rev. 01 /1 1)
GARN SS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS,
May 24, 2011
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 Initial Septic System for Chugach Park View Lot 1
To whom it may concern:
The referenced property is currently vacant. The owner is proposing to build a 3 bedroom house that will be served
by a private well and septic system. We are proposing to install a Quanics Aerocell treatment system on this
property which includes the installation of a 1250 gallon S.T.E.P. tank and 5 -wide trench type drainfield. Attached
are a site plan and a design drawing showing the proposed septic system. Two test holes were recently excavated on
the property. The drainfield will be designed around the 30 foot radius of test hole #3. 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 water concerns.
4. TOPOGRAPHY: As can be seen on the attached topography drawing the slope runs northwest to southeast and
varies from 17% to 41%. It was noted on the design that all slopes that are greater then 25% and with in 50 feet on
the downhill side of proposed drainfield will be required to be filled so to create a slope of 25% or less.
5. SLOPE WAIVER: The proposed drainfield is located in an area that has slopes greater then 25%. We are
requesting a waiver to install the proposed drainfield in this location, justification of the waiver are;
• After installation, fill will be brought in to create slopes less then 25% within 50 feet of the proposed
drainfield.
• We are proposing to install a Category III Nitrogen Removal System.
We are unaware of/any adverse impacts this installation would have on adjacent wells or septic systems. If you have
questions, pleAsescontact us at 337-6179. Thank you for your assistance.
�l Al
Jeffrey. Grtiess, PE., M.S.
Preside
NOTE: A/ached is a site plan drawing, a design drawing, two detail drawings, and two soil logs, which are all part
of the design package for this septic systema. (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.garnessengineering.coln
OPOSED 3
Df\OOM HOUSE
TH#4
50° BLM
EASEMENT
15'X15' T&E
EASEMENT
TH#18
EXISTING
CREEKS
SCALE:
GARNESS ENGINEERING G GRO {..J P, Ltd.
701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246
PREPARED FOR:
MARK KLUCKMAN
PHONE NUMBER:
854-2164
WEBSITE www.garneeeengineering.com
PAGE NUMBER:
1 OF 3
LEGAL DESCRIPTION:
CHUGACH PARK VIEW LOT 1
TYPE OF WORK:
SITE PLAN
DRAWN BY:
PNB
DATE:
5/24/11
DESIGN CRITERIA:
NUMBER OF BEDROOMS: 3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: 12 MIN./INCH
ALLOWABLE APPLICATION RATE: 5.0
PROPOSED APPLICATION RATE: 3.0
MINIMUM DRAINFIELD SQ.FT.: 150
DRAINFIELD DESIGN:
MAXIMUM DEPTH:2.5 FEET
WIDTH: 5 FEET
LENGTH:30 FEET
M.O.A. APPROVED SAND FILTER: 1.75 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR:1.0
ACTUAL SQ.FT: 150
1/
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
CONDITIONS OUTLINED.
RESERVE DESIGN CRITERIA:
NUMBER OF BEDROOMS: 3
GALLONS PER DAY (GPD): 450
PERCOLATION RATE/S: 12 MIN./INCH
ALLOWABLE APPLICATION RATE: 5.0
PROPOSED APPLICATION RATE: 3.0
MINIMUM DRAINFIELD SQ.FT.:150
RESERVE DRAINFIELD DESIGN:
MAXIMUM DEPTH:2.5 FEET
WIDTH: 5 FEET
LENGTH:30 FEET
M.O.A. APPROVED SAND FILTER: 1.75 FEET
EFFECTIVE: 0.5 FEET
REDUCTION FACTOR: 1.0
ACTUAL SQ.FT.: 150
NOTE: THE CONTRACTOR
SHALL HAVE CREEK
SETBACKS AND ALL WELL
RADII FLAGGED BY A
REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
—J
w
mM
w
of
NOTE: SLOPES ARE TO BE
BACKFILLED TO ELIMINATE
ANY SLOPE GREATER THAN
25% WITH IN 50 FEET
DOWNHILL OF THE
PROPOSED DRAINFIELD
C0MF0Rr
LAN
X50' BLM
EASEMENT
O
QR
PRAINFI ED
FIELD \\
CREEK SETBAC
F.C.0
PROPOSED 1250
GALLON STEP TANK
RESER SITE
(ADVAN ED TREATMENT)
PROPOSED AEROCELL UNIT
TH#4 UNSUITABLE FOR
ONSITE SEPTIC LOCATION.
TH#2
NOTE: WELL DRILLER WILL FIELD
VERIFY THE 100' RADIUS OF
THE PROPOSED WELL LOCATION
PRIOR TO DRILLING TO ENSURE
THERE ARE NO SEPTIC SYSTEM
ENCROACHMENTS. RECORDS FOR
NEIGHBORING LOTS ARE VERY
LIMITED.
SCALE:
1" = 50'
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE www.gomeesengineering.com
PREPARED FOR:
MARK KLUCKMAN
LEGAL DESCRIPTION:
CHUGACH PARK VIEW LOT 1
PHONE NUMBER:
854-2164
PAGE NUMBER:
2 OF 3
�fffey A. Garlaiss:
CE 7953 `G
v• • • �h \�F,00
profession a
TYPE OF WORK:
INITIAL SEPTIC DESIGN AND WELL LOCATION
DATE:
5/24/11
D
MOUND TO BE VEGETATED
3'+ COVER
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 • WEBSITE: www.gomeaaengineering.com
PREPARED FOR:
MARK KLUCKMAN
LEGAL DESCRIPTION:
CHUGACH PARK VIEW LOT 1
TYPE OF WORK:
PROFILE DRAWING
PHONE NUMBER:
854-2164
PAGE NUMBER:
3 OF 3
DRAWN BY:
P.N.B
DATE:
5/24/11
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS •
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE: g°messengineering.com
LEGAL DESCRIPTION:
SOIL LOG - PERCOLATION TEST
CHUGACH PARK VIEW S/D; LOT 1
PERFORMED FOR: MARK KLUCKMAN DATE: 5/9/2011
DEPTH
(feet)
1
2-
3-
4—
•
1
1
10-
11-
12 —
13 —
14-
15
16
17 —
18 —
19 —
ORGANICS
GM TO GW
B.O.H. H2O ® 8.5'
20
SOILS LOGGED BY:
COMMENTS°
TEST HOLE #3
SOIL CLASSIFICATIONS
0 %c)o
o°ov o6
o°o° c
R
•••.•••
1A1;
GW
GP
GM
GC
SW
SP
SM
SC
//
ORG
ML
CL
OL
MH
CH
/ OH
DEPTH TO
GROUNDWATER
DATE
8.5'
5/9/2011
5'
5/18/2011
5/11/2011
1
8:20
—
IY �
°. efjfr `A Gpness.°
,•••''II ; CE -7953
ea Pr o f es slo<`oo,�
SCALE:
1" = 100'
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/11/2011
1
8:20
—
6"
—
2
8:50
30
3"
3"
3
8:50
—
6"
—
4
9:20
30
3.5"
2.5"
5
9:20
—
6"
—
6
9:50
30
3.5"
2.5"
PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 2.5 FT. AND 3.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: n YES ❑ NO
ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RM ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: t
GARNESS .ENGINEERING GROUP, Ltd.
• :; CONSULTANTS & GENERAL CONTRACTORS
3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK. 99507 • PHONE: (907)337-6179 • FAX: (907)338-3246 • WEBSITE: gomessengineenng.com
LEGAL DESCRIPTION:
PERFORMED FOR:
•
•
•
•
•
B.O.H.
10
11
12 —
13 —
14 —
15
16
17
18 —
19
SOIL LOG - PERCOLATION TEST
CHUGACH PARK VIEW S/D; LOT 1
FILL/
ORGANICS
20
SOILS LOGGED BY:
COMMENTS•
TEST HOLE #4
SOIL CLASSIFICATIONS
r
00 000'
0°0 o09°c
'e•• ;'•
GW
GP
GM
GC
SW
SP
SM
SC
DATE: 5/9/2011
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
4'
5/9/2011
4'
5/18/2011
TH • TY:7,"QO
D
reffrey A. 'Garne s
CE 7953
Q
[
pr0fessiooac'
o40p000
SCALE:
1" = 100'
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
B�PP�R
"\C-5-\\-\
`aC-G
Q�� Q
PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES)
TEST RUN BETWEEN — FT. AND — FT.
A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO
ROC CAMPBELL PERCOLATION TEST PERFORMED BY:
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5 29///
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GRAPHIC SCALE
ATTACHMENT A
PRIVATE ROAD
ACCESS EASEMENT
7/7
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN 4MUNI(IPALITY OF ANCHORAGE
AN D h./1 rK 1 1 Ern u_r"
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
Day of/ of 20)1 by and between / IA a )<
herein the "OWNER," and the Municipality of Anchorage. herein the
"MUNICIPALITY," In consideration of the mutual covenants contained .herein, the
parties to this Memorandum of Understanding agree as follows:
I. ADVANCED WASTEWATER TREATMENT SYSTEMS, Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as OrLit_cAAl'c, 5 /—lef c 11 located
at L
k"Le L 1 Anchorage, Alaska,.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing an alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC) 15,65.
Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
.they support and meet the codes that were in piaee at the time of system
construction,
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permitdefined by AMC 15.65
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operatin.g Perrnit. the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
iFee. Owner shall pay to Municipality an annual fee ot 0
CS 0 .0O). payable on or before the issuance of the operating permit and annually
thereafter, the anntiafee is due on or betore the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understandin shall he for the life of the
A W WTS
'f he term begins on the date of approval by the Municipality of the installed system and
shall continue while the A WWTS system is in use or operational or .until the property' is
sold or title is transferred .by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations, Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality:
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof. at the owner's sole expense, to pay for any and all: (I) repair(s). (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further. Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. the schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is:
LAJ (/ c
C. Owner acknowledges that the tine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14,60.
D. Own es that only t
ens
1
repair personnel certified by
Municipality will ins p ;ct and imakt ainteIiaince, repair or per
alterations to the system.
I. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook.
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7, Nonwaiv cr. The failure of either party at any time to enforce a provision of -this
.Mem.orandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof;, or the right of such party thereafter to enforce each and every provision
hereof.
8. amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment,
B. For the purposes of any amendment modification or change to the terrns and
conditions of this contract. the only authorized representatives of the parties are:
Owner: 1117, k
Anchoraoe- Purchas;no, Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. .Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining, provisions
of the Mernorandum of Understanding.
OWNER: 72 MUNICIPALITY:
By: /fr
Title:
Date 7-- 1/
STATE OF ALASKA.
THIRD JUDICIAL DISTRICT
Date:
) ss.
The foregoing instrument was acknwledged before me this ,24 day of Ma (.1
..t
20.011, by •
e
' .P1„ JC FOR AI„ASK.A
My Commission expires:2un e
01111
"8../.e
14*
* I NOTARY 1 4(
•tm PUBLIC
Minin0