HomeMy WebLinkAboutSOUTHFORK NORTH BLK 3 LT 1Southfork
North
Block
Lot I
#078-141-05
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 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: swogy0064 PID Number: 078-- 141 --05
Name:
JOHN EVANS Wastewater System: · New [] Upgrade
Address:
P.O. BOX 212844 * ANCHORAGE, AK * 99521 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 248-4992 4 [] Deep Trench · Shallow Trench [] Bed []Mound []Other
LEGAL DESCRIPTION sci, Rating: Total Depth from original grade:
1.0 GPD/Sq. Ft. 5' TO TOP OF SAND Ft.
Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe:
5 1 SOUTHFORK NORTH SEE DWG. Ft. 0.77/0.50 Ft.
Township: Range: Section: Fill added above original grade: Gravel length:
SEE DWG. Ft. 120 (2 @ 60) Ft.
Grovel width: Number of lines: Distance between lines:
WELL: · New [] Upgrade 5 Ft. 2 15 Ft.
C,assi,cation PRIVATE(Private' A.B.C): Tota1240Depth: Ft. CasedI~:~"£DROCK,Ft. Total absorpU ....... 600 SQ. Ft. Pipe materlal:b .~0~.~4/ F'-810
Driller.' Date Ddlled: Static Water Level: Installer: Date installed:
SULLIVAN WATER WELLS 4/5/07 ARTESIANFt' GREYS CONSTRUCTION 6/17-18/2009
Yield: I Pump Set At: Casing Height Above Ground:
8GP.I t ~11 .. 2 rt. TAN K
SEPARATION DISTANCES · Septic [3 Holding [] S.T.E.P. [] Other*
TFrn~"--.~° Septic Absorption Lift Holding Public/Private Manufacturer: Capncity in gallons:
Tank Field Station Tank Sewer Lines GREER TANK 1250
Material: Number of comportments:
Well 100'+ 100'+ -- -- 25'+ STEEL 2
Surface Water 100'+ 100'+ - - - LIFT STATION
Lot Line 5'+ 10'-{- -- -- -- Size in gallons: M~n~
, Foundation 5'+ 10'-{- -- -- -- "Pump on" level at: ~at: High water alarm at:
Curtain Drain ' NONE KNOWN . Pump M~ I~ct~al Inspections performed by:
Remarks: BENCH MARK
Location and Description:
BOTTOM OF TANK
Assumed Elevation: 95.12 Ft.
ENGINEER'S SEAL
Inspections performed by: GE(:;, Ltd. Dates: 1st 6/17/2009
3rd 6/18/2009 ~..-' ..... "~'
Development Services Department Approval
(Rev. 4/06) ' / / '
PERMIT NUMBER: AS BUILT D~.W~G PARCEL ID NUMBER:
SW090064 - 078-141 -05
A B
ST1 41.19 58.56
ST2 46.48 60.55 /
DBL1 5,3,52 62,77
DBL2 54.84 63.33
FS 84.55 78.05
C01 56.86 6,3.56
I MT1 57.40 62.4,3
C02 11,3.05 96.`36
MT2 11`3.08 96.98 /
C03 68.46 79.99
MT`3 66°98 77.89 ,,
C04 117.96 107.15 /
MT4 118.80 108.49./
NE'W 1250 GALLON
/ ? SEPT,° ' ANK
DRAINFIELDS-.-~
PREPARED FOR: I PHONE NUMBER: I PAGE NU~BER: ~"~-:-:
JOHN EVANS I 907-248-4992 , 2 OF 3 t ~,~ '.~e~rey,.
LEGAL DESCRIPTION: DRAWN BY: ~'~aa. '- CE~79~
SOUTH FORK NORTH; BLOCK 3, LOT 1 A JO
~"E OF WORK: DATE:
AS-BUILT DRAWING OF NEW SEPTIC SYSTEM 11/19/2009
PERMIT NUMBER: AS BUILT DRAWING PARCELID NUMBER:
SW090064 - 078-141-05
--FINAL GRADE = 104,15
ST1 / S_..T2
TOP OF TANK ---~ ~ ~ ~ /-- TOP OF TANK
AT INLE-r = 100.00 ~/ ~ ~/AT OUTLET = 100.00
1500 GAL
INVERT OF BUNG EPTIC TANK ~--INVERT OF BUNG
AT INLET = 99.60 AT OUTLET = 99.26
MT CO /--FINAL GRADE
~-...^L ~.^D~ ~ '-~ ~ - ~o~ ~+
/ = 99,27+ FILTER FABRIC. /
MT CO / ~ / F ORIGINAL GRADE
~, i~ ! ~ / / = 98.16
/ ! -- ORIGINAL GRADE ~ : ~ / TH#4
! / :
~ ~ o°, ~ ~ ~ /,:".;.;'.;:t:?;'~ APPROVED
: ~~-~~ TOP OF SAND ~;:'..,:?.t';:?;.i..SA, NI?..~',;~ INVERT OF PIPE
/ ,:".,.;'. ;:"..?q APPROVED ~?.x:'.::..,.';, H4vbr~ u~- hqh'b
= 94.00 ~ ~SyBS
RELATIVE ELEVATION OF BO'FrOM OF TEST---~-
F'~ RELATIVE ELEVATION OF BOTTOM OF TEST HOLE = 884.16 (WATER AT 88.16)
HOLE = 85.00 (WATER AT 87.OO) /~::~~~_~
GARNESS ENGINEERING GROUP, Ltd.
~701 E.. TUDOR ROAD. SUITE 101 * ANCHORAGE. AK 99507 * PHONE (907)537-6179" FAX (907)~38-~246 * WEBSITE ..... gomessengineering.com .?:
JOHN EVANS I 907-248-4992 2 OF 5 ' ':"
\%%. "'.1/
LEGAL DESCRIPTION: DRAWN BY: \ql~ ~t~
SOUTH FORK I',IORTH; BLOCK $, LOT 1 A.J.6.
-n'PE o~ WO~K- ~^TE.' ~%~,,~,,-o,~s¢o;._~ ../
P.OFILE .,Wl,6
· ·
Bi1I
liE-'
· ·
85/88/2809 14:08 - 9872484162
AEA
~ULLIVAN
SULLIVAN WzakTER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 ,TELEPHONE $gs-2'tSe
PAGE 01/81
Pab-E 02/02
OWNER OF LAND;
ADDRF. SS:
LEGAL
E~OR~ HOI~ DATA
PERMIT NUMBER: Z) ~ / ~,~., Date of
TAX l~mF CA~ON NUMBS: ~ 7~ . /
Is well ~at~ at ~p~v~ p~i[ ~t~n? ~ 0 N0
Me~ of ~illi~: ~ Q c~ble tool
~pth of we[I;
C~in9 Ty~e ~Wall ~kness .~.~ ~ ~h~
Di~etor~ ~ __ ~h~, d~ ~ ~ ~. feet
C~ Stickup A~ve Gro~=: ~ ' f~t
M~I~ of T~ing:
~:1 Intake O~ T~e; Q open end ~ open hole
O Sct~; S~ , f~t Stop~d feet
O Perl~ati~s Sra, -- fe~ feet
~th:~om ~ f~.tO, ~ O feet
Well D~hf~t~ U~ Compi~ion? ~ Q No
Driller's Name ~)~-~'--
AITENTION: tt Is the re~Dor~sfbl~ity of ~le property Owner to ~.ubmit m COPy Of the well log to the proper authority, tJluniciDallty
of Anchorage,: Del3artment of Heart~ & Human Services and/or Department of Environmental Conserva~Je, n. MatSu Borough:
DaparVne~t oI Environmental Conservatien.
~/~010 08:51
Pump Installation Log ~v
Pitless Adapter Manufacturer's Name:/~ 1 i'^ ~ · ~
PRless Adapter Installer: ~] ~ ._
)--qO z
well was disinfected upon completion,
method: calcium hypochlorite.
Water lVdl and qu?nfl Sen,ice
gInchorage, ~Llas~a
SGS Ref.# I 103430001
Client Name Garness Engineering Group, Ltd Printed Date/Time 07/28/2010 11:22
Project Name/# Southfork North S/D L 1,B3 Collected Date/Time 07/13/2010 13:50
Client Sample ID Southfork North S/D L1,B3 Received Date/Time 07/14/2010 9:10
Matrix Drinking Water Technical Director Stevhen C. Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Init
Metals by ICP/MS
Arsenic ND 5.00 ug/L EP200.8 C (<10) 07/15/10 07/22/10 KDC
Waters Department
TotalNitrate/Nitrite-N ND 0.100 mg/L SM204500NO3-F B (<10) 07/14/10 AYC
Microbiology Laboratory
E. Coli Negative 1 100mL SM20 9223B A 07/14/10 DLC
Total Coliform Negative 1 100mL SM20 9223B A 07/14/10 DLC
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
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Renewal
Date Issued: May 19, 2009
Expiration Date: May 19, 2010
Permit Number: SW090064
Legal Description: SOUTHFORK NORTH BLOCK 3 LOT I
Design Engineer: 0855 GARNESS ENGINEERING GROU[
Owner Name: JOHN EVANS
Owner Address: PO BOX 212844
ANCHORAGE, AK 99521-
Parcel ID: 078-141-05
Site Address: NHN NORTH RIVER CIRCLE
Lot Size: 66571 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] DisposalField [] SepticTank [] Holding Tank [] Privy
[] Private Well
[] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
/
Municipality of Anchorage
Development Services Department
BuiIding Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchora ge.ak.us
(907) 343-7904
Parcel I.D.
Property owner(s)
Mailing address
Site address
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
07 Iq I- Off
JOHN EVANS
PO BOX 212844 * ANCHORAGE. AK
Day phone 248-4992
Zip Code 99521
Legal description (Sub'd, Block & Lot) ~OUTHFORK NORTH: LOT 1. BLOCK
Legal description (Township, Section & Range)
Lot Size {~ ~,,~-7 / Acres/Sq. Ft. Number of Bedrooms
4
THIS APPLICATION IS FOR ( [] all that apply):
Absorption Field []
Septic Tank []
Holding Tank ~
Privy
Private Well ~
Water Storage
THIS APPLICATION IS AN:
Initial []
Upgrade []
Renewal []
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.
Permit/Rush Fees: ~'"~
Date of Payment:
Receipt Number: 06~'~
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May ll, 2009
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 South Bmgaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System for Southfork North S/D; Lot 1, Block 3
To whom it may concern:
A previous permit (SW070147) was issued for this property on 7/10/07 for a well and septic installation.
The well has been drilled and the property was then sold. We are requesting a wastewater permit, for ',he
new property owner. The proposed 4 bedroom house will be served by a private well and septic system.
We are proposing to install a 1250 gallon septic tank and a dual 5-wide trench type drainfield. Six test
holes were excavated on the property. The drainfield will be designed around the 30 foot radii of test
holes # I and #2. 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 around the
drainfield is a 15-25 percent slope running approximately southeast to northwest. In short, there are no
slope concerns.
If you have any q
: !ll/Y
We are unaware ofany adverse impacts this installation would have on adjacent wells or septic systems.
:stions, please contact us at 337-6179. Thank you for your assistance.
a site plan drawing, a design drawing, one soil log, which are allpart of the design paclagefor
this septic system. (Contact G.£.G. Ltd for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 * Anchorage. AK 99507
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessenglneefing.com
DOUG GREY $/0;
LOT 3
DOUG GREY S/D;
LOT 2
DOUG GREY S/D;
LOT 1
DOUG GR'gY S/D; /
PROPOSED
LOT 4 4 BEDROOM
C'~S[PTIC
SOUTHFORK NORTH;
LOT 11, BLOCK 4
LOT 10. BLOCK 4
t Z
\
SOUTHFORK NORTH;
LOT 2, BLOCK ~
~'""-- LOT 5, BLOCK
1' - 100'
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GARNESS ENGINEERING GROUP, Ltd.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JOHN EVANS 248-4992 I OF 2
LEGAL DESCRIPTION: DRAWN BY:
SOUTHFORK NORTH; LOT 1, BLOCK 5 K.D.M.
tYPE OF' WORK: DATE:
SITE PLAN 5/11/2009
(Rev. 01/0~)
//:
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SOUTHFORK NORTH;
LOT I, BLOCK 2
t53 .-'
DESIGN CRITERIA: o~. Ltd. HAS A 7 PAGE SPECIFICATION
Lt. III~R THAT pERTNNS TO .THIS DESIGN.
NUMBER Or BEDROOMS: 4 TO OBTNN A COPY OF "THE LET'~ER
GALLONS PER DAY (GPD): 600 CONTACT GEG. BY PROCEEDING FORWAJ~D
PERCOLATION RATE/S: <:1 MIN./INCH wrrH THIS INSTALLATION. THE ENGINEER.
PROPOSED APPUCATION RATE: 1.0 WELL DRiLL[R, CONTR.~CTOR AND
MINIMUM DRAINFIELD SQ.FT.: 600 PROPERTY OWNER AGREE THAT "THEY
HAV~ R~AO THESE SPECIFICATIONS AND
AGREE TO ACCEPT "THE TERMS AND
DRAINFIELD DESIGN: CONDrTION$ OUTLINED.
MAXtMUM DEPTH: $ FEET / ~'ONTRACTOR MUST HAVE THE NORTH
WIDTH: $ FEET,/ AND SOUTH LOT UNES, AND A~L
LENGTH: 120
M.O.A. APPR(TV~D SAND FiLTeR: 2 FEET BY A REGISTERED LAND SUR'~L'YOR (WELl. AND SEPTIC ON NOR"TH SiDE OF LOT)
EFFECTIVE: 0.50 FEL"T PRIOR TO CONSTRUCTION
REDUCTION FACTOR; H/A
ACTU.q. SQ.FT.: 600
I L~LSL / ' SE~C TANK~
JOHN £ /ANS I 248-49 2 I 2 Or 2
LEGAL DESCRIPTION' D~WN eY
PROPOSED DRAWING rOR NEW SEPTIC SYSTEM 5/11/2009 ~%~'~
MUNICIPALITY OF ANCHORAGE
Development Sen/ices 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 I WATER SUPPLY PERMIT
Renewal
Date Issued: Jul 10, 2007
Expiration Date: Jul 09, 2008
Permit Number: SW070147
Legal Description: SOUTHFORK NORTH BLOCK 3 LOT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUI:
Owner Name: DAN JANKE
Owner Address: PO BOX 770567
EAGLE RIVER, AK 99577-
Parcel ID: 078-141-05
Site Address: NHN NORTH RIVER CIRCLE
Lot Size: 66571 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by caIIing
(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 consb'uction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Issued By:
Date:7
Municipality of Anchorage
Development Services Dopa.¢~ejqt -.-
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEPTICANELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Property owner(s) .
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
Lot Size &~, ~/ Sq. Ft. Number of Bedrooms
Day phone _
THIS APPLICATION IS FOR (~;~all that apply):
Absorption Field
Septic Tank
Holding Tank
P~vy
Private Well
Water Storage []
THIS APPLICATION IS AN:
Initial ~]
Upgrade
Renewal
I certify that the above information is correct. I fudher cedify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature o~f property o~ner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(~07) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 11, 2006
Expiration Date: Jul 11, 2007
Permit Number: SW060196
Legal Description: SOUTHFORK NORTH BLOCK 3 LOT 1
Design Engineer: 0855 GARNESS ENGINEERING GROUt
Owner Name: DAN JANKE
Owner Address: PO BOX 770567
EAGLE RIVER, AK 99577-
Parcel ID: 078-141-05
Site Address: NHN NORTH RIVER CIRCLE
Lot Size: 66571 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well
[] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing,
Received By: -~ ~
Date:
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
Property owner(s)
Mailing address
Site address
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
DAN JANKF
P.O, BOX 770567 * ,EAGLE R~V[R, AK
Dayphone 694-4351
Zip Code 99577
Legal description (Sub'd, Block & Lot) SOUTHFORK NORTH: LOT 1. BLOCK
Legal description (Township, Section & Range)
Lot Size I~ ~-,--~'~ Acres/Sq. FI. Number of Bedrooms.
I
4
THIS APPLICATION IS FOR ( ~;~all that apply):
Absorption Field []
Septic Tank []
Holding Tank ~
Privy
Private Well []
Water Storage []
THIS APPLICATIONIS AN:
Initial []
Upgrade
Renewal
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 GROUPr Ltd.
· ' Waiver Fees:
Date of Payment: ~/°~ '~/~)~' ! ~ Date of Payment:
Receipt Number:. ,~/~Z~~' / ~.~ ~-~ ~ Receipt Number,
(,~,, ~/o~)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS ~
June 22, 2006
Municipality of Anchorage
Development Service Department
On-Site Water & Wastcwater Program
4700 South Bragaw S~'eet
P.O. Box 1966.50,
Anchorage, Ak 99519-6650
(907) 343-7904
Reft Proposed Septic System for Southfork North S/D; Lot 1, Block 3
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to
install a new 1250 gallon septic tank and a dual 5-wide trench type drainfield. Six test holes were
excavated on the property. The drainfield will be designed around the 30 foot radii of test holes/ti and
#2. 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 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 around the
drainfield is a 10-15 percent slope running approximately southeast to northwest. In short, there are no
slope concerns.
We are unawar~ of any adverse impacts this installation would have on adjacent wells or septic systems.
Ifyou have an}~ uestions, please contact us at 337-6179. Thank you for your assistance.
arne . P.E., M.S.
NOTE: dttached is a site plan drawing, a dexign drawing, one soil log, which are all part of the design package for
thi~ septic system. (Contact G.£.G. £td. for ?page ¢onstruction spec~fication letter.)
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507
Ph: {907) 337-6179 * Fax: (907) 338-3246 * Wcbsite: gamessengincering.¢om
DOUG GREY S/D;
LOT 3
DOUG GRE~'
LOT 4
SOUTHFORK NORI~I;
LOT 11, BLOCK 4
LOT 10. BLI~COKRT!;
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DOUG GREY S/D;
LOT 2
DOUG CR~Y S/D;
LOT 1
PROPOSED 4
C~PI~C
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$O~IrORK NOR'm;
LOI ~, 81.O~K 3
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$OUT~FORK NOR~;
LOT 1, BLOCK 2
SOUTHFORK NORTH;
LOT 3, B~OCK 3
GARNESS ENGINEERING GROUP, Ltd.
PAGE NUMBER:
1 OF2
DRAWN
B.F.M.
PREPARED FOR: PHONE NUMBER:
DAN JANKE 694-4351
IFGA~ ~E~CRJPTION;
$OUTHFORK NORTH; LOT 1, BLOCK
TYPE OF' WORK:
SITE PLAN
(Rev.
6/22/2006
mess.:
~/UUBER OF' BEDROOMS:4 I. LrI'~R T~AT PERTNNS TO THIS DES](;N. AND SOUTH LOT UNES. AND ALL
TO OBTAJN A COPY OF' THE: LEI'rER SURROUNDIN(; WELL Ib~DII FLAGGED
~,ALLON<~ PER DAY (GPD): 600 ~ CONTACT GE(;. BY PROCEEDIN(; FORWARD BY A RE(;IST~:RED LAND SURVEYOR
L~NGTH:60' EACH (120 FT, TOTAL) (W~LL AND S£P11C ON NORTH SiDE OF' LOT)
/ ~- /*.~'L:::.":: -'?';'~:..: ;~:~:.;/`~`t~:!``~:::'~.~?~?`~?~:;:`;~;~::~...:~r;~`2.~..~:~`~ \'~,
-,. / / .,.,.~ ' ............ ',':" "F, "',' ~ ',~'::.~-":~, .,~.";:.%
/,' ~ + ,~ /,~' /
// I/t~2//,' I --~---\%
// ~,,,~,~.LL /~7.// ,. ,Ro~sEo,
/ ,~. ~'-~_.~/_. / ',
/ ' / / ~-P~oPo~£o CL~OUT
'~- /~/ ! 1250 GALLON
I ~ -- / SEP11C TANK
~_~..
'~"" ~^"~ I~~""~.r~
WORK. _._ - '~ '~t,;.' ,.~11'"~!u .~.~=~1
L CONTRACTORS, ;'
ISOIL LOG - PERCO~TION TESTI ,
~'"i ~-t .......
~C~ D~SCRIP~ON: LOT 1, BL~K 3; SO.FORK NOR~ $UBDMSION
PERFORMED FOR' ~ ~ACE n~*c =/,~t*n~.
~EPTH -
f,~t) ~ ORO~NmCS
,_ ITEST HOLE
/ //
4-- ~,', Gc ~ Ok /
~w:,~ ~ SW MN ~6
/ .
..: :..., GP/SP DEPTH TO fl
;~"<."~ GROUNDWATER DATE
,.~... W/SOHE SILT I I
~ ,~,~ 1 O' 9/17/02
~"<...' 10' 9/20/02 ~
10~ ~ I I
'~"~" ' CLOCK NET TIME WATER LEVEL NET DROP
l 1 ~ -~ ..' DATE READING
~.~:,~. TIME (MINUTES) READING (INCHES)
_ ~J~e.,, 9/1~/02 1 -
12 ;~.~,,, - 6- _
'-:~,,.. - O' 6'
~.o.H. - _ s. _
4 - <1 O" 6"
14~ 5 - _ 6- _
15~ 6 - <I O" 6"
~6~
17--
18--
19-- PERCOLATION RATE , <1 (HtN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.0 FT. ~D 5.5 FT.
=o-~
A FO~ HOUR PRESO~ WAS PERFORHED: D YES ~ NO
SOILS LOGGED BY: JODY UAUS PERCOLATION TEST PERFORHED BY: ZACH~IAH C~L
COHHENTS:
PERFORMED BY CEG, Ltd. I, JEFFR~ A. G~NESS, CERTI~ THAT THIS W~PE~ORMED IN ACCORD~CE
WITH ALL STATE AND UUN~CIP~ GUIDEUNES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
11' 9/13/02
10' 9/17/02
10' 9/20/02
,GARNES
~'°' ~ "~ ~' "'~ '°' "~~':":'] ~ 7'~-": .......
T - I I~..l,l.I...~J. ...... .~t~
LEGAL DESCRIPTION:. LO 1, etak 3; SO.FORK NO~ SUBD~SION )
PERFORMED FOR' ~ PACE
DEPT~ ~
(feet) ~EE[ ORGANICS T~CT u~
~_,,-~..~, ~ ~ / / /
_ ~'~.,~ ~ , /
~ .~... ~P ~.L /~ . //
~-'~ / / /
~-~::':: GP/SP DEPTH T0 ~fi~ I[ // ~H~3 ~TH~I i/
~4~':~, w/SOME SILT GROUNDWatER ~'~ ~ I ~ ' ~ /
9-- ~::~ 11" 9/20/02I I
-
12 .~,,.. 9/I~/02 I - 6' -
14~ -- <1 0 6
LO.H. 5 -- _ 6- _
15 ~ 6 -- <1 O"
16~
17--
19-- PERCOLATION RATE <1 (NIN./INCH) PERC. HOLE DIA. 6 (INCHES)
J TEST r~ BETWEEN 5.0 FT. ~D 5.5 FT.
20
A FO~ HO~ PRESOAK WAS PERFORHED: D YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERF~HED BY: ZAC~IAN ~L
COHHENTS:.
PERFORMED BY GEG, Ltd. I, JEFFR~ A. GARNESS. CERTI~ T~T THIS WAS PERFORMED IN ACCORD~CE
W~H ALL STATE AND MUNICIPAL ~UIDELINES IN EFFECT ON THIS DATE: ~/zz/~
DEPTH TO
GROUNDWATER DATE
12' 9/13/02
11.5' 9/17/02
11" 9/20/02
ISOIL LOG - PERCOLATION TEST
',~ ......................... ,~
LEG~J. DESCRIPTION: LOT ,. BLOCK 3; SOUIHFORK NORll~ SUBD~SION
,..0~: OROAN~CS ITEST HOLE
~ ~ ' ,/ '
2
~"~ .... o~o , / / ,"i
~ GP/SP ~ - '
3 ~i~ W/ SOHE SILT
;~ GN CL
~:~:'~ gc ~ OL /
' //
DEPTH TO
GROUNDWATER DATE
DRY 9/13/02
7' 9/17/02
H/SH/HL 7' 9/20/02
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (HINUTES) READING (INCHES)
12 9/17,/02 1 2:33 - 6- _
UPPER 2 2:43 10 1/2" 5-1/2"
15 ~BENCH 3 2:43 - 6- _
4 2:53 10 1"
14~* 5 2:53 - 6"
15~/ 6 3:03 10 1-3/4" 4-1/4'
7 3:03 - 6- _
16 8 3:13 10 1-3/4' 4-1/4'
9 3:13 - 6- _
17 10 3:23 10 1-3/4" 4 - 1/4
11 3:23 - 6- _
18 12 3:33 10 1-3/4" 4-1/4'
19 PERCOLATION RATE 2,35 (HIN./INCH) PERC. H~E DIA, 6 (INCHES)
TEST R~ BETWEEN 2.0 FT. ~D 2,5 FT.
20
A FOUR HO~ PRESO~ WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERF~HED BY: ZAC~ ~LL
COHHENTS:
PERFORMED BY CRC. Ltd. I. JEFFR~ A. GARNESS. CERTI~ T~T THIS W~ P~FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:.
DEPTH TO
GROUNDWATER DATE
DRY 9/13/02
7' 9/17/02
7' 9/20/02
ISOIL LOG - PERCOLATION TESTI ~ /J/l '
~_ JTEST HOLE ~3J
PAGE 2 OF 2
~'GW ~ ORG
GH CL
4-- Z GC OL
~ sH OH
6-- ~ SC
7-- ~ DEPTH TO
GROUNDWATER DATE
8--
10--
11-- DATE READING CLOCK NET TIME WATER LEVEL NET DROP
~ TIME (MINUTES) READING (INCHES)
12~ ~ 9/17/2002 1 2:26 - 6- _
0 2 2:56 30 4' 2'
151 ~ 3 2:56 - 6- _
~ 4 3:26 30 4' 2'
14--
~ 5 3:26 - 6- _
~ 6 3:56 30
15-- 4' 2'
16~
17~
18~
19-- PERCOLATION RATE 15 (MIN./INCH) PREC. H~E DIA. 6 (INCHES)
TEST RUN BETWEEN. 5.5 FT. ~D 6.0 FT.
20--~
A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY:. JODY MAUS PERCOLATION TEST PERFORMED BY: ZAC~EIAH ~LL
COMMENTS:
PERFORMED BY GEG. Ltd. I, JEFFR~ A. GARNESS, CERTI~ T~T THIS WAS, PERFORMED IN ACCORD~CE
WITH ALL ~ATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
ORGANICS ITEST HOLE #4
GP/SP
W/SOME SILT
AND LARGE
&NGULARROCK
IGw ORG
,~-~:: GP : ML
GM CL
GC OL
o ~, SW MH
SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
11' 9/13/02
10' ~/17/02
10' 9/20/02
.~Ht5
,~j~H~6
I
I
]M/SM/ML
DATE
CLOCK NET WATER LEVE NET DROP
TIME (MINUTES) READING (INCHES)
2 - 2 O' 6'
4 - 2 O" 6'
6 - 2 O" 6"
SOILS LOGGED BY:
COMMENTS:
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA.. 6 (INCHES)
TEST RUN BETWEEN. 5.0 FT. AND 5.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [--]YES M NO
JODY MAUS PERCOLATION TEST PERFORMED BY:_ ZACHARIAH CALL
PERFORMED BY GEG, Ltd. I, JEFFREY A. CARNESS, CERTIFY THAT THIS WAS/ PEI~FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /~J~?--/l~,
,GARNESS ENGINEERING (~I~'P. 'Ltt~
,,~, ~ ~ ~. ~ ,o,. ~ ~ ~,. ~ ,~,~,.,,~. ,~ ~,~. ~ ~-~P~.:...F.~...t.I.. ' ...... :.~.
ORGANICS T~. ,,~ . .
GP/SP
W! SOME SILT
~H/SH/HL
GP ML
GM CL
GC OL
SW MH
SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
DRY 9/13/02
7' 9/17/02
6.5' 9/20/02
~H~6
~H~4
+'r.#2
+TH~5
!
1
DATE
READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
1 2:28 - 6" -
2 2:58 .30 5' 1'
3 2:58 - 6' -
4 3:28 30 5' 1
5 3:28
6 3:58 30 5' 1'
SOILS LOGGED BY:
COMMENTS:
PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. ., 6 (INCHES)
TEST RUN BETWEEN. 5.0 FT, AND 5.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
JODY MAUS PERCOLATION TEST PERFORMED BY: ZACHAR~H CALL
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WA.~ PEt~FORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/2Z//o~
ORGANICS (TEST HOLE
GP/SP
W/SOME SILT
SM/SM/ML
GP ML
GM CL
GC OL
SW MH
SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
8' 9/13/02
6.5' 9/17/02
6.5' 9/20/02
.~H~4
.+!H#S ,-
,
I .+TH 3 .+TNt1 /
I
DATE
READING CLOCK NET WATER LEVEL NET
TIME (MINUTES) READING (INCHES)
2 - <1 O' 6"
3 - - 6# _
4 - <1 O' 6'
5 - - 6"
6 - <1 O' 6'
SOILSLOGGEDBY:
COHMENTS:
PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN., 4.0 FT. AND ,. 4.5 FT.
A FOUR HOUR PRESOAK WAS PERFORHED: I--I YES ~INO
JODY MAUS PERCOLATION TEST PERFORMED BY: ZACHAR~H CALL
PERFORMED BY GE(3, Ltd. I, JEFFREY A. CARNESS, CERTIFY THAT THIS W~S/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL (3UIDELINES IN EFFECT ON THIS DATE: