HomeMy WebLinkAboutVALLEY EDGE LT 1A Valley Edge
Lot 1A
#060 - 331 - 19
ARCTIC PUMP & WELL INC.
Jim Sullivan
�.� PO Bos 770197 ��
'-� 1114111141 Eagle River.AK 99577 -_.
mnm wmm�d_ �
um t nnc (907)2 -2212
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(907)24343-2282 C.:
COI
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On -Site Water & Wastewater Program
Mayor Dan Sullivan
On -Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcell.D. 060-33)- 19
Property owner(s) KRISTOPHER & LAUREN LINDSEY Day phone
Mailing address 6703 SNOW GOOSE CIRCLE, ANCHORAGE, AK 99502
Site address BERNARD ROAD, EAGLE RIVER, AK 99577
Legal description (Sub'd, Block & Lot) VALLEY EDGE S/D; LOT 1A
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 6
APPLICATION IS FOR:
(® all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
El
APPLICATION IS AN:
Initial ❑
Upgrade ❑
Renewal
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
NONE
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
Distance' -
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: [6 kin?" Waiver Fees'
Date of Payment: Date of Payment:
Receipt Number: — Receipt Number:
Permit No. 0991 to l°' to Waiver No.
(Rev. 01/11)
act
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
April 18, 2016
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Well and Septic System for Valley Edge Subdivision; Lot 1A
To whom it may concern.
A well and septic permit was issued for this property on June 2, 2010 (Permit #OSP101033) and
has expired. The contractor has requested to revise the design to increase the bedroom size from
4 bedrooms to 6 bedrooms and obtain a new permit. The proposed 6 bedroom house is to be
served by a private well and septic system. Attached is a site plan and a design drawing showing
the proposed well and septic location. Due to the presence of surface waters and the limited area
for a house, well and septic location, we are proposing to use an advanced wastewater treatment
system. We are proposing to that a Category II Quanics Aerocell treatment system be installed
on this property which includes the installation of a 2500 gallon S.T.E.P. tank (supplied by
Anchorage Tank) and a 5 -wide trench type drainfield. A test hole was excavated on the property.
The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding
the design are summarized as follows:
1. SOILS: See the attached logs which shows 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 several streams on the property which have been surveyed
and platted. The contractor shall have the 100 setbacks flagged and staked by a registered land
surveyor prior to any construction to ensure the 100 feet separation distances are met.
4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography below
the drainfield is a 15 percent slope running approximately south to north. In short, there are no
slope concerns
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If yo have any questions, please contact us at 337-6179. Thank you for your
assistance.
eff
Pres
ss, P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
Col
100' UTILITY EASEMENT
TREAMS - ,.� �••_—J'-'r=
! VALLEY LYEDGE S,O`�
/
PROPOSED
SEjyG..�
BERNARD.QHL1!
LOT 6; BLOCK 4;
BERNARD 8/D
z
--
2
2 ..i'
--..—! ./'--1 100' WELL RADIUS;
----' LOT . BLOCK 1;
.I.V.'........' VALLEY EDGESD
to....." --
-- A EL EY DGE SID
LOT 6. BLOCK I; — _ ._.._
LOT 5, BLOCK 1; I
i VALLEY EDGE SIO(
1...
INTERMITTENT STREAM CHANNEL
(INSTAL LED FALL OF 2000)
..
--�"'HT00'YLELL RADIUS
4* • ,
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
3701 E. TUDOR ROAD. SUITE 105 • ANCHORAGE. AK 00507 • PHONE (007)337-6179 FM (007)3383206•WEBSHE'
PREPARED FOR: -
LEROY ALDERMAN
PHONE NUMBER:
223-8100
PAGE NUMBER:
1 OF 4
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM
DRAWN BY:
J.L.M.
DATE: REVISED
5/9/2016
•0
v. -T`4.4
i
Co &
ALT. SITE DESIGN CRITERIA:
NUMBER OF BEDROOMS: 8
GALLONS PER DAY (GPD): 900
PERCOLATION RATE/S: 7.5 MIN./INCH
PROPOSED APPLICATION RATE: •5.0
PROPOSED DRAINFIELD SQ.FT.: 180
*CAT III QUANICS AERCOELL SYSTEM
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 7 FEET
WIDTH: 5 FEET
LENGTH:2I FEET
EFFECTIVE: 3 FEET
REDUCTION FACTOR: 0.58
ACTUAL SQ.FT.: 181
NOTE: THE CONTRACTOR SHALL
HAVE THE PROPOSED 100 OOT
WELL RADIUS, THE 100 FOOT
SEPTIC SETBACKS, THE SOUTH LOT
LINE AND AND THE EAST LOT LINE
STAKED AND FLAGGED BYA
REGISTERED LAND SURVEYOR
PRIOR TO ANY CONSTRUCTION.
PRIMARY DRA NFIELD
(SEE DESIGN CRITERIA
AND DETAIL DRAWING,
PAGE 4 OF 4)
NOTE: NO VISIBLE
STANDING WATER WAS
FOUND WITHIN 100 FEET
OF THE PROPOSED
SEPTIC SYSTEM IN ANY
DIRECTION ON 4/15/2016.
THERE WAS NO SNOW
ON THE GROUND.
ALT. SITE DRAINFIELD
(SEE DESIGN CRITERIA)
20' TRAIL ESMT
1"=40
NATURAL SPRINGS
, ..PER PLAT 2007-164
PRIMARY DESIGN CRITERIA:
NUMBER OF BEDROOMS: 8
GALLONS PER DAY (GPD): 900
PERCOLATION RATE/S: 7.5 MIN./INCH
PROPOSED APPLICATION RATE: "3.0
PROPOSED DRAINFIELD SQ.FT.: 300
*CAT II QUANICS AERCOELL SYSTEM
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 7 FEET
WIDTH: 5 FEET
LENGTH: 35 FEET
EFFECTIVE: 3 FEET
REDUCTION FACTOR: 0.58
ACTUAL SQ.FT.: 302
3
I
GEG, Ltd. HAS A 8 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.
NATURAL
• .SPRINGS
PER PLAT
2007-164
O`''E 1,t$ 00 CC
OQ 6E SSP J
PSE OP 1(,Q GPP/
PGO S`V�Bw,..,./............. .............
0
h
15' T, E, & GAS ESMT.
CAT 111060AEROCELL UNIT
• .(SEE DETAIL DRAWING,
SEE PAGE 30F4)
_��ii'i�ii
• ROPOSED 1530. GALLON SINGLE...
COMPARTMENT INFILTRATOR'5EPTIC TANK
PROPOSED
TANK..••
H QUANICSPUMP5AND CONTROLS
................
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
3701 E TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 095D7 • PHONE (007) 33751701 FAK1807I 3363240 • WEBSITE: www..pmewnpmnnne.wm
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LEROY ALDERMAN 223-8100 2 OF 4
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A
DRAWN BY:
J.L.M.
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM
DATE: REVISED
6/30/2016
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21 FEET LONG
4' CLEANOUT
5 IDE c4;
4 MONITORING TUBEQ
1 1 O4• MONITORING TUBE
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4' CLEANOUT
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FINAL GRADE
ORIGINAL GRADE
HIGHEST POINT
INSULATION
FILTER FABRIC
3' OF EF
WATER AT 12.5' B.G. ON 4/12/2004
B.O.H. AT 16' B.G.
3 WIDE
MAXIMUM
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
3701 E. TUDOR RCAF SUITE 101•MN.IMR•GE NIYIIG/•PIIREPM[BI4170• FAX (901)•WBBIIEwwpr,p..b.gw,
PREPARED FOR
LEROY ALDERMAN
PHONE NUMBER
223-8100
PAGE NUMBER:
4 OF 4
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A
DRAWN BY:
J.L.M.
TYPE OF WORK:
PLAN AND PROFILE OF PROPOSED DRAINFIELD
DATE
4/1/2016
GARNESSENGINEERINGGROUP, Ltd.
CONSULTANTS S. GENERAL CONTRACTORS
3701 E. TUDOR ROAD. SUITE 101 • RTOTORICE. M. 09507 • PHONE. 010 )33 • Fix: (907)358-3246 • •ESSRE, w"»+.^cbnmtinv.co^
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: VALLEY EDGE SUBDIVISION; LOT 1, BLOCK 2,
PERFORMED FOR: WILDWOOD DEVELOPMENT DATE: 4/15/2004
DEPTH
(feet) _ ORGANICS/
1FILL
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
imewom
•-
•
•
•
•
•
•
•
•
•
•
•
•
•
1
•
jT
B.O.H.
GP TO GM
GM TO SM
TEST HOLE #4
SOIL CLASSIFICATIONS
611111
rfla
D• 00e i
ono
at7
GW
GP
GM
GC
SW
SP
SM
SC
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
15'
4/15/2004
12.5'
4/22/2004
SEE WELL AND
SEPTIC RESERVE
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/16/2004
1
6:50
—
6"
—
2
7:20
30
1"
5"
3
7:20
—
6"
—
4
7:50
30
2"
4"
5
7:50
—
6"
—
6
8:20
30
2"
4"
PERCOLATION RATE 7.5 (MIN. INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: • YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
COMMENTS.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA$ PRFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ,� 12 1 n
C 0 I
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND
THIS MAINTENANCE AND REPAIR AGREEMENT made
and entered into as of this
S Day of # pr; i of 201 Co, by and betweenK1�ttophQS---t
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Co -tel °(i 1/ 60O«_s gv0,e_11
(n 1:3 c( (�l7Orv�
located at (legal description). I
v t l R V ((e7 E c 3° PP t(urf)
2. Definitions.
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.
Certificate of On -Site Systems Approval (COSA). 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 Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
oy_
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
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.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
Cod.
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
C
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner: r' t Stf et- L t r I S e y
b. Municipality: Director, Community Develonment or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
cot
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement 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 Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
By:
kri5 fork,' LA over Li(print name)
gnature) Date: q /Z-57 16
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
) ss.
4
The foregoing instrume was ackno ledged before me this AP5 day of
20 /6, by k3S40her /4 de
alb/
a
NOTARY PUBLIC FOR ALA$/
My Commission expires: (hatch ,9{, ph 3t
MUNICIPALITY:
By:
14ri
GAP E• L(/T
NOTA9k •.
s
O •cr) UBLIG Q;
•
ri .if 9T
C.
'' .C,/ •y ••
1144k°1° Expires'
(signature) Date:
(print name) Title:
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: OSP101033
Tax Code Number: 06033119000
Work Type: WellSeptic Initial
Permit Effective Dates: June 02, 2010 to June 02, 2011
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: VALLEY EDGE
Site Legal Address: VALLEY EDGE LT 1A G:0255
Owner/Address: WILDWOOD DEVELOPMENT LLC
PO BOX 670045 CHUGIAK AK 995670045
Site Mailing Address:
Lot Size in Sq Ft: 93282
Total Bedrooms: 4
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: r' 4Nnn ti L tt,
Issued By: i'tt9L6(t'49Z4
Date: 6/2- %
Date: 0 /tf
. fr
OSP! 61033
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. 060-33 -1"1
Property owner(s) LEROY ALDERMAN
Mailing address P.O. BOX 670045. CHUGIAK. AK
Day phone 223-8100
Site address Zip Code 94567
Legal description (Sub'd, Block & Lot) VAT LEY EDGE SUBDIVISION: R OG.;i- LOT 1A
Legal description (Township, Section & Range) N/A
Lot Size Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR ( ®all that apply): THIS APPLICATION IS AN:
Absorption Field 0 Initial
Septic Tank 0 Upgrade 0
Holding Tank 0 Renewal 0
Privy 0
Private Well
Water Storage 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.
Permit/Rush Fees: S30 k 1.0 U -c(I Waiver Fees:
Date of Payment -5/ / 9// V Date of Payment
Receipt Number. 7 7 7 1 S Receipt Number.
(Rev. 11/05)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May 12, 2010
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 Well and Septic System for Valley Edge Subdivision; Lot 1A, Block 2,
To whom it may concern:
The proposed 4 bedroom house is to be served by a private well and septic system. Attached is a site plan
and a design drawing showing the proposed well location. Due to the presence of surface waters and the
limited area for a house, well and septic location, we are proposing to use an advanced wastewater
treatment system. We are proposing to that a Quanics Aerocell treatment system be installed on this
property which includes the installation of a 1500 gallon S.T.E.P. tank and a dual 5 -wide trench type
drainfield. A test hole was excavated on the property. The drainfield will be designed around the 30 foot
radius of this test hole. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows 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 several streams on the property which have been surveyed and
platted. The contractor shall have the 100 setbacks flagged and staked by a registered land surveyor prior
to any construction to insure the 100 feet separation distances are met.
4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography below the
drainfield is a 15 percent slope running approximately south to north. In short, there are no slope
concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any 9t •stions, please contact us at 337-6179. Thank you for your assistance.
ely
effre,1
Preside
.E., M.S.
NOTE: cached is a site plan drawing, a design drawing, two detail drawings, and one soil log, which are all part
of the design package for 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.gamessengineering.com
TRACT 9:
BERNARD STERART 5/0
LOT EA; BLOCK 2:
VALLEY EOCE 5/0
PROPOSED
4 BEDROOM
HOUSE
ALTERNATE SITE
LOT 6: BLOCK 4;
BERNARD 5/D
VALLEY EDGE 5/0
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
Mt [. 11041 MVO. OUR 101 • /00•011•0f. IIt 00007 • 1160 00011331-0170 • FAV (001133&-324 flirt neipieb0cont
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LEROY ALDERMAN 223-8100 1 OF 4
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A, BLOCK 2
TYPE OF WORK:
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM
R 11,n1
DRAWN BY:
J.L.M.
DATE:
5/12/2010
GEC. Ltd. FII A 7'PAGE SPECIFICATION
LETTER THAT PERTAINS TO THIS DESIGN.
TO OBTAIN A COPY OF THE LETTER
CONTACT CEO. BY PROCEEDING FORWARD
WITH THIS INSTALLATION. THE ENGINEER,
WELL DRILLER. CONTRACTOR MD
PROPERTY OWNER AGREE THAT THEY
HAVE READ THESE SPECIFICATIONS AND
AGREE TO ACCEPT THE TERMS AND
CONDITION) QUTLINED.
\II iSTRE/w51,
I �
NOTE: THE CONTRACTOR SHALL
HAVE THE 100 FOOT WELL
RADIUS. THE 100 FOOT SEPTIC
SETBACKS, THE SOUTH LOT UNE
AND AND THE EAST LOT UNE
STAKED AND FLAGGED BY A
REGISTERED LAND SURVEYOR
PRIOR TO ANY CONSTRUCTION.
IDESIGN CRITERIA;
NUMBER OF BEDROOMS: 4
GALLONS PER DAY (CPD): 600
PERCOLATION RATES: 7.5 MIN./INCH
ALLOWABEL APPLICATION RATE: 5.0
PROPOSED APPLICATION RATE: 3.0
MINIMUM DRAINFIELD SO.FT.: 120
PROPOSED DRAINFIELD SO.FT.: 200
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 5 FEET
WIDTH: 5 FEET
LENGTH: 30 FEET
EFFECTIVE: 2 FEET
REDUCTION FACTOR: 0.70
ACTUAL SO.FT.• 214
\--STREAMS '
ALTERNATE DRAINFIEI D DESIGN*
MAXIMUM DEPTH: 5 FEET
WIDTH: 5 FEET
LENGTH: 17 FEET
EFFECTIVE: 2 FEET
REDUCTION FACTOR: 0.70
ACTUAL SO.FT.: 121
PROPOSED DRAINFIELD
(SEE DESIGN CRITERIA)
NI*
E
I I
ALTERNATE SITE
(SEE DESIGN CRITERIA)
--u------ ---
II
I
-
CO
i
PROPOSED AEROCELL
UNIT WITH INTERNAL
JANDY VALVE
PROPOSED WEU.
ROPOSED 1500 CALLON S.T.E.P.
TANK WITH OUANICS COMPONENTS
BERNARD DRIVE
1, -one sannsnasas
6
TH05
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
101 1. TION* Ib10. *$TE 101 • •00401•0 C. - 40507 • PICK (207)337-4171 • IN (07)33.-33Y • 4O41R: � Earn Vp.
PREPARED FOR:
LEROY ALDERMAN
PHONE NUMBER:
223-8100
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A. BLOCK 2
PAGE NUMBER:
2 OF 4
TYPE OF WORK:
DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM
DRAWN BY:
J.L.M.
DATE:
5/12/2010
r
30 FEET LON
MONITORING TUBE
74
CLEANOUT
iCLEANOUT
(FROM AEROCELL UNIT
FINAL GRADE
ORIGINAL GRADE
INSULATION
FILTER FABRIC
S' DEEP MAXIMUM
2' OF EFFECTIVE
WATER AT 12.5' B.G. ON 4/22/2004
B.O.H. AT 16' B.G.
5. -�
S. *IDE
• CLEANOUT
GARNESS ENGINEERING GROUP, Ltd
CONSULTANTS 6 GENERAL CONTRACTORS
3701 L MOX 11010. MAC 101 • M01C11OL MI 41101 • I.OL (107)37-4111 • /Y (106.331-31441 • Met w. isryaw
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
LEROY ALDERMAN 223-8100 4 OF 4
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION; LOT 1A, BLOCK 2
TYPE OF WORK:
DETAIL DRAWING OF PROPOSED GRAINFIELD
DRAWN BY:
J.L.M.
DATE:
5/12/2010
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
370) L WW1 w.u. AM 101 • MOORCz. M. (19507 • wet (D07)337-617 • !M (007)136-32.6 • Meat pnrynw,q,m••
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION -
VALLEY EDGE SUBDMSION; LOT 1, BLOCK 2,
PERFORMED FOR: WILDw000 DEVELOPMENT
DEPTH •—
(feet) ORGANICS/
1 — FILL
2-
3
4.
•
CP TO CM
4-
6-
7-
8-
9-
10 —
11 —
12 —
13 —
14 —
15 —
16
e
r
17 —
18 —
19 —
/LOA.
CM TO SM
20
SOILS LOGGED BY:
COMMENTS'
TEST HOLE #4
SOIL CLASSIFICATIONS
GW
GP
GM
GC
sw
SP
SM
SC
DATE: 4/15/2004
ORG
ML
CL
OL
MH
CH
OH
DEPTH TO
GROUNDWATER
DATE
15'
4/15/2004
12.5'
4/22/2004
OQ
4
•
4.
SEE WELL AND
SEPTIC RESERVE
SITE PLAN
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
4/16/2004
1
6:50
—
6"
—
2
7:20
30
1"
5"
3
7:20
—
6"
—
4
7:50
30
2"
4"
5
7:50
—
6"
—
6
8:20
30
2"
4"
PERCOLATION RATE
TEST RUN BETWEEN 4.5 FT. AND 5.0 FT.
7.5 (MIN./INCH)
PERC. HOLE DIA. 6 (INCHES)
A FOUR HOUR PRESOAK WAS PERFORMED: I♦ YES ❑ NO
JOOY MAUS
PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN
PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA§ P RFORMED IN ACCORDANCE
C,
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I12/ 0
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DATE: WN St
5/12/2010 I J.L.M.
LEGAL DESCRIPTION:
VALLEY EDGE SUBDIVISION LOT 1A, BLOCK 2
TYPE of WORK:
DESIGN OF QUANICS AEROCELL SYSTEM
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS $ GENERALCONTFACTOFS
an Lae es tut et ma a or, awe _, a• -•g••• 1•nf a M+ •— .
PREPARED FOR:
LEROY ALDERMAN
PHONE N411016t
223-8100
PAGE:
30F4
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