HomeMy WebLinkAboutTHE TABLELANDS BLK 6 LT 9The Tablelands
Block 6
Lot 9
#051-801-32
Municipality of Anchorage
• Development Services Department 1145
Building Safety Division
-a
On Water Wastewater
-Site 8 Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW040072 PID Number: 051-801-08
Name:
JOHN THOMSON
Wastewater System: ■New ❑ Upgrade
Address:
17343 SANTA MARIA a EAGLE RIVER, AK. 99507
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 240-2020 4
aDeep Trench 0Shallow Trench ■Bed 0Mound 00ther
LEGAL DESCRIPTION
sae holo
0.4:
Tao D.Dth baro ayes gno :
2.0 MAX.
ten,.
n n.
Block: Lot: Subdivision:
6 9 TABLELANDS
D.Oh to Pipe eottwn how aryno ,ne.:
SEE DWG.
Gravel e.pn bwwalh Pipe:
0.63
FL
FL
Township: Range: Section:
rsl aea.e sea.. "6-4 Tea.:
GmM N" Pth:
— — —
SEE DWG. n.
75+ rL
WELL: ❑ New ❑ Upgrade
Gras .knh:
20
Nu ofw..:
4
Dblance w. she.:
4.5
FL
rL
Cknwrcaean (PrM.t., A.D.Q: To D.pue Cc. To:
Ta obwa ton one:
Pp wolMw:
R
1500+ so.
mi D3O34 / SCH 40 PVC
o.Pw: stole wolw LA :
PUS
swte
GREEN GENERAL
Dat. Mo
8%11-24/2004
rl.w:
Pwrp so N:
Ca." Nwsht Aeo.e Gr :
TAN K
GP.
R
F
SEPARATION
DISTANCES
aseptic 0Holding ■S.T.E.P. 0Other
Z;To
Septic
Tank
Absorption
Field
Uft
station
Holding
Tank
/Prhmte
S"w, uriee
bkv.4 clww:
ANCHORAGE TANK
C°_RY In ewbn.:
1500
Well
200'+
200'+
200'+
—
25'+
wtwwl. STEEL
of rawwwt.r.rw 2
Surface water
100'+
100'+
too'+
—
—
LIFT STATION
Lot Line
5'+
10'+
10'+
—
—
S. M gowns:
1500
�
ANCHORAGE TANK ORENCO SYSTEMS
Foundation
5'+
10'+
10'+
—
—
ea H..I al:
Pal kms of
"h.Ww abrw o:
42•
42•
46w
Curtain Drain
NONE KNOWN
Ype a Yodit
120 O51 OS HHFr'
EgatrkM •wP.ee.rw P«Iwwee br.
S e,1(, Spej
Remarks:
BENCH MARK
location ane D..arlDaorc
TOP OF MANHOLE FOR S.T.E.P. TANK
M.unW EM.oem:
96.33
r,
ENGINEERS SEAL
..
o �F .' '�sd�
'` .•'' ••-rip
°.0
..................:....
Inspections performed by: GEG, Ltd. Dates: 1st _8/11/2004p,!.:.'.
8/23/2004
2nd
"
3rd 8/24/2004
f A. rness O
OQ�°a
Development Services Department Approval
•. —7953
p
Reviewed and approved by: Date:Ll�
(Ra. 13/01)
�4° �arofessiahb,
�4pO4Qp00
►u
: AS -BUILT D RAW I N G PARCEL ID NUMBER:
SW0
SW0400720072 051-801-08
NEW DRAINFIELD
im
���
FCO
36.83
15.40
ST1
34.60
19.2
ST2
35.80
24.50
MH
36.20
25.80
MT1
33.50
74.00
MT2
51.00
82.80
MT375.70
52.40
MT4
62.50
31.90
/Arts
ALTERNATE SITE
WILL REQUIRE THE
6 USE OF AN ADVANTEX
' TECHNOLOGY SYSTEM
/9 (10• X 30• BED).
tBH
1 �( , WATER UNE \
(APPROXIMATE
S.T.E.P. LOCATION)
VK -
KEY
•'.,51 M1`I-2
A• , /�J`�� BOX
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS 6 GENERAL CONTRACTORS
3701 F TMOR ROAD SIIITF 101 • ANCHORAGF. AK 00507 • PMONF (0 0 7 3 31-0170 • FA%(001)3364?L6
JOHN THOMSON
11/19/2004
DRAWN BY:
R.A.L.
1"=40'
240-2020 1 2 OF 3
TABLELANDS SUBDIVISION; LOT 9, BLOCK 6
TYPE OF WORK:
AS—BUILT DRAWING OF NEW SEPTIC SYSTEM
9 yl
.. . . ...... ..........
f mess:'
CE—.
795 `o'
IPERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER:
SW040072 051-801-08
2- INSTULATION
TOP OF TANK
AT INLET - 92.1
INVERT OF BUNG
AT INLET - 91.48
SLOPES OF MOUND ARE VEGETATED
MT
3:1
TOP OF MANHOLE
UD - 96.33
—TOP OF TANK
AT OUTLET - 92.04
NEW 1500 GALLON
S.T.E.P. TANK
FINAL GRADING 99.66+ N X VAI N IMI
FCE�ORIGINAL
MT
`2- INSULATION VISOUEEN BARRIER
/--flLTER FABRIC IF, OF BEDROUND METE�_3:1
BOTTOM BED 1
91.8.a 9 �
1L- 0' WIDE
—RELATIVE ELEVATION
OF GROUNDWATER IN INVERT OF DISTRIBUTION UNE 98.43 (AVC.
TEST HOLE O BB.99 THE DISTRIBUTION LINES ARE 1.23 INCH SCI
TOP OF SAND 40 PVC WITH 1/8 INCH HOLES SPACED 4a
95.80 (AVC) INCHES ON CENTER. (18 HOLES PER
—RELATIVE ELEVATION OF LATERAL/72 HOLES TOTAL)
BOTTOM OF TEST HOLE O 81.89
GARNESS ENGINEERING GROUP, Ltd.
--•-•�-••-+•�N•u CONSULTANTS& GENERAL CONTRACTORS--
3701
ONTRACTORS-3701 E TAOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)537-6179 • FAX (90)1338.324
PREPARED FOR: PHONE NUMBER:
JOHN THOMSON (907) 240-2020
LEGAL DESCRIPTION:
THE TABLELANDS SUBDIVISION; LOT 9, BLOCK 6
TYPE OF WORK:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
RELATIVE ELEVATION
OF GROUNDWATER IN
TEST HOLE O 90.61
BOTTOM OF BED
- 93.61
RELATIVE ELEVATION OF
BOTTOM OF TEST HOLE O 81.89
11/19/2004
LwN BY:
R.A.L.
V.E:
N.T.S.
E NUMBER:
3OF3
o QF.. s400
g*�
..� . . .......... ......
on
May 18 2007 9:538M Rising Son Electric, Inc. 622-6777 p.!
■i
%M
Rising t)on Electric. Inc.
0916 Woodland Drive
Eagle River, AK 99577
s�
(907)622-6777
September 19, 2005
Gamess Engineering Group
Attn: Caleb
3701 E. Tudor, Ste. #101
Anchorage, AK 99507
Re: Lot 9 Block 6 Tableland Subdivisio
Dear Caleb:
The lift station at the above referenced property has been wired in accordance with NEC
and State/Local codes.
Thank you.
Sincerely,
A
Kevi S. Hombuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
cc: file
"EO AY -21-2007 12:57 PM P.01
f ■ rr
o ab.
ASBUILT
I HEREBY CERTIFY .THAT I HAVE SURVEYED THE SCSIX': SO
FOLLOWING DESCRIBED PROPERTY: : , 0.
TiYE'T.vsr�'�,►�c�l . DATE'
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
•+ r1
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID+ i.... •
EASEMENTS COVENANTS OR RESTRICTIONS ,ow, s'% ,�: • Sr
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB'
ANY DATA HEREON BE USED FOR CONSTRUCTION 7
OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN:
ARY LINES. ��yf �'wT•
GARNESS ENGINEERING GROUP, Ltd.
= z CONSULTANTS & GENERAL CONTRACTORS ---
May 18, 2007
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: As -built Documentation for Tablelands Subdivision, Lot 9, Block 6,
To whom it may concern:
Upon completing a "scrub" of our files we discovered the inspection paperwork for the subject septic
system (installed in 8/2004) had yet to be submitted to your department. We appologize for this oversight.
Attached is the signed inspection paperwork. If you have any questions, please contact us at 337-6179.
.S.
3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507-1259
Ph: (907) 337-6179' Fax: (907) 338-3246 0 Website: www.gamessenginecring.com
r
MUNICIPALITY OFANCHORAGE
�I I I
.I
Development Services Department
✓f��
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
CUL
v
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
`f
DD
�I
/O
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Apr 22, 2004
Expiration Date: Apr 22, 2005
Permit Number: SW04007279E 7.4dG9LRNOS Br.6 4T9Parcel ID: 051-801
Legal Description:
Design Engineer: 0041 AK Water & Wastewater Consultan+ Site Address: 29410 WHISPERING BIRCH DRIVE
Owner Name: JOHN THOMSON Lot Size: 3710534 SO. FT.
Owner Address: 17343 SANTA MARIA Total Bedrooms: ;' Permit Bedrooms: ,S
EAGLE RIVER. AK 99577- `/ `1
This permit is for the construction of:
❑v' Disposal Field E Septic Tank Holding Tank ❑ Privy ❑j Private Well Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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.
THIS PROPERTY IS CURRENTLY CALLED GLENN VIEW ESTATES NORTH TRACT F BUT HAS BEEN
OFFICIALLY SUBDIVIDED TO THE TABLELANDS SID BLOCK 6 LOT 9
NOTE : PIEttSE SE[ PA5151V RE✓'s 10nJ ortTFJO Mk'j 17- r 2oo,41 fa-.' A/ twi:V2006+,
Received By.
Date:
Issued By: ,w� Date: 41-A
Municipality of Anchorage
Development Services Department
j 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
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 095'1-(901-08 Permit Number
Property owner(s) _JOHN THOMSON Day phone 240-2020
ailing address (1)
I
ng address (2)
17343 SANTA MARIA * EAGLE RIVER, AK.
S0 99577
Legal description (Section, Township & Range) N/A
Lot Size 3 r i to 1 59 w Acres/Sq.Ft. Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only 0 Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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 Fees: $ 0 (a o
Date of Payment: In
Receipt Number:
Waiver Fees,
Date of Payment:
Receipt Number.
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May 12, 2004
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Revised Design (Permit# SW040072) for Lot 9, Block 6; Tablelands Subdivision
To whom it may concern:
A permit was issued on April 22, 2004, by your department (SW040072). The permit was issued
for a 3 bedroom residence. The contractor/owner, requested that the design be changed to
accommodate a 4 bedroom residence. Since then, the groundwater has risen to 5'. We are
proposing to install a 1500 gallon S.T.E.P.tank and a pressurized bed type drainfield. Several
test holes were excavated on the property. The drainfield will be designed around the 30 foot
radii of test hole #8B and test hole #9. Comments regarding the revisions to the design are
summarized as follows:
TRENCH DESIGN:
a.
Percolation Rate: 7.5 and 20 minutes/inch
b.
Combined Application Rate: 0.4 gallons/day/112
c.
Number of Bedrooms: 4
d.
Design Flow: 600 gallons per day
e.
Minimum Absorption Area: 1500 112
f.
Total Depth: 2.0 feet (maximum at any point)
g.
Sand Filter: 2.0+ feet
It.
Effective Depth: 0.5 feet
i.
Width: 20 feet
j.
Minimum Length: 75 feet
k.
Effective absorption area = 1500 ft2
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179 • Fax: (907) 338-3246 0 Website: gamessengineering.com
SURFACE HATERS: There are no surface waters within 100 feet of the proposed septic
system.
TOPOGRAPHY: The area around the proposed drainfields is relatively flat. 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. All
P.E., M.S.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: gamessengineering.com
LOT 7, BLOCK 7;
TABLELANDS S,
REVISED DESIGN
TRACT G;
TABLELANDS S/D
/ LOT 10, BLOCK 6;
/ TABLELANDS S/D
/ PROPOSED NEW SEPTIC
SYTEM. (SEE PACE 2 OF 2).
LOT 16, BLOCK 4;
TABLELANDS S/D
LOT 6, BLOCK 6;
TABLELANDS S/D
LOT 6. BLOCK 6;
TABLELANDS S/D
LOT 7, BLOCK 6;
TABLELANDS S/D
THl6A
I LOT 15, BLOCK 4;
LOT 16, BLOCK 4; TABLELANDS S/D
LOT 17, BLOCK 4; TABLELANDS S/D
TABLELANDS S/D
C..JG/AJ
.G.
GARNESS ENGINEERING GROUP, Ltd. SSE
��CONSULTANTSi GENERALCONTRACTORS
%7M F TIAP9 ROAn 5111TF 101 . ANCNNACP, Al 99597 • P MP (0071%57.6179 • FAX (097)545)4A
PREPARED FOR PHONE NUMBER: PACE NUMBER:
JOHN THOMSON 240-2020 1 OF 2
TABLELANDS SUBDIVISION. LOT 9, BLOCK6.
OF WORK:
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
13, BLOCK 4;
MANDS S/D
LOT 14, BLOCK 4;
TABLELANDS S/D
.. ... . . ...... ..........
o ' .J r y CD 0655,'
REVISED DESIGN
NOTE THE CONTRACTOR SHALL HAVE THE
NORTH AND SOUTH LOT LINES FLAGGED PRIOR TO
CONSTRUCTION BY A REGISTERED LAND SURVEYOR
PROPOSED DRAINFIELD. EXCAVATE A BED
THAT IS 2.5 FEET DEEP MAXIMUM BY 20
FEET WIDE BY 75 FEET LONG. ADD 2i
FEET OF M.OA SAND FILTER AND THEN
ADD 0.5 FEET OF CLEAN. WASHED SEWER
DRAINROCK. THE DISTRIBUTION LINE IS
TO BE 1.25 INCH PVC W/ 1/8 INCH
HOLES SPACED 4 FEET ON CENTER. (137
HOLES PER LATERAL / 72 HOLES TOTAL)
i
(W /
REQUIRE THE L1SE OF j
AN ADVANTEX
TREATMENT SYSTEM)
C;AID
,THJ8A
PROPOSED WATER
FLAT
'1Ort
QQ 0�
M
PROPOSED 1500 G
S.T.E.P. TANK
I -.- - - _ C.J.G./A.J.G.
GARNESS ENGINEERING GROUP, Ltd.
+�.�� CONSULTANTS t GENERAL CONTRACTORS SEAL;.^ p 4O�
Poi F TtTOR ROAD Si Ii TF Mi • ANC NOPAOF AK 90507 - PNONF (907)}}7.609 • FAX NOW 6.%746
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
JOHN THOMSON 240-2020 2 OF 2
LEGAL DESCRIPION:
TABLELANDS SUBDIVISION; LOT 9, BLOCK 6,
DESIGN OF PROPOSED SEPTIC SYSTEM (REVISED)
aop604 O
ALASKA «'A1'I✓R NVAS7'.I✓«'A7'I✓R
CONSULTANTS, INC. 9* : 4
�......... .... ..........
SOIL LOG — PERCOLATION TEST 0
LEGAL DESCRIPTION: TABLELANDS SUBDIVISION: LOT 9, BLOCK 6, P •• eff Gor s5.- Q
PERFORMED FOR: JOHN THOMsoN DATE 5/4/2004 �O a •. ..•' `gyp
(f et) ===_ PTH Professlo(,&�
ORGANICS TEST HOLE 9 �040000���
1 SOIL CLASSIFICATIONS
2 i!
GW ==-= CRG
GM CIL >im
a GC I; ' OL ♦ j
SW MH
5
SP CH Hj88
1} SM r,'OH '
J
ScSGM/SM '
7 DEPTH TO
TO ML TH#9 j
8 SEEP ®8' 5/4/2004
SITE PPLAN 1"=100'
10
11 1
12
13
14
15
16
17
18
19 PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
N YES [:]NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS:
PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS )GA P RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �3 2, DAA
GROUNDWATER
DATE
NET TIME
(MINUTES)
WATER LEVEL
READING
5.0'
5/11/2004
3:05
-
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/4/2004 1
3:05
-
2
3:35
30
4 1 2"
1 1 2"
3
3:35
-
6"
-
4
4:05
30
4 1 2"
1 1 2"
5
4:05
-
6"
-
6
4:35
30
4 1 2"
1 1 2"
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
)01 L 11A011 NO.N, SIRE 101 • MC°M/GL M. "W7 (YO) )-*1A • FML 00 -3)M • VCBSOL ,>n�wpwwrY�q.wn�
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION: TABLELANDS SUBDMSION: LOT S. BLOCK 6.
PERFORMED FOR: JOHN THOMSON DATE: 5/4/2004
DEPTH _—_—_—_—
(feet ORGANICS ITEST HOLE SB
GM/SM
to
ML
SOIL CLASSIFICATIONS
DATE
SEEPS 0 8'
5/4/2004
5.0'
5/11/2004
5/5/2004
1
77;7
GP
6'
77
ML
2
GM
30
2'
CL
GC
3:34
I'
OL
—
SW
4
4:04
MH
•� �'•
SP
5
CH
i4}
SIM
—
,'OH
6
✓�? .9
SC
1 2'
DEPTH TO
GROUNDWATER
DATE
SEEPS 0 8'
5/4/2004
5.0'
5/11/2004
5/5/2004
1
3:04
—
TH�BA
H#8B /
TH#9
SITE PLAN
1'=100'
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
5/5/2004
1
3:04
—
6'
—
2
3:34
30
2'
4'
3
3:34
—
6'
—
4
4:04
30
2'
4.
5
4:04
—
6'
—
6
4:34
30
1 2'
4"
PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.0 FT. AND 3.5 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS:
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASIPEVFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /L
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
April 15, 2004
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ref: Proposed Septic System for Lot 9, Block 6; Tablelands Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by public water and a private septic system. We
are proposing to install a 1000 gallon septic tank and dual 5 -wide trench type drainfields. Two
test holes were excavated on the property. The drainfield will be designed around the 30 foot
radii of these test holes. Comments regarding the design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 0.45 gallons/day/ft2
should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 20 & 30 minutes/inch
b. Proposed Application Rate: 0.45 gallons/day/112
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 1000 ft2
f. Total Depth: 3.75 feet (maximum at any point.)
g. Effective Depth: 0.5 feet
h. Width: 5 feet
i. Minimum Length: 201 feet total length (3 @ 67 feet long each)
j. Effective absorption area = 1000 112
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
4. TOPOCRAPHY: The area around the proposed drainfields is relatively flat. 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 questions, please contact us at 337-6179. Thank you for your
assistance.
I.S.
NOTE: A site plan drawing, a design drawing, two soils logs, and a 7 page construction
specification letter which are all part of the design package for this septic system.
3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507
Ph: (907) 337.6179 • Fax: (907) 338-3246' Website: gamessengineering.com
TRACT C;
TABLELANDS S/D
PROPOSED SEPDC
SYSTEM (SEE DESIC
PACE 2 OF 2)1
LOT 7, BLOCK 7;
TABLELANDS S/D
12
LOT 9. BLOCKLTERNATE ABLNDS S/D
`A
SITE
/ LOT 10, BLOCK 8:
/ TABLELANDS S/D
LOT 18, BLOCK 4;
TABLELANDS S/D
-----------
LOT
------ -
LOT 17, BLOCK 4;
TABLELANDS S/D
SERVED BY PUBUC
LOT 6, BLOCK 6;
TABLELANDS S/D
/
/
LOT 7, BLOCK 6; /
TABLELANDS S/D
/
/
/
LOT S. BLOCK 6;
TABLELANDS S/D
LOT 13, BLOCK 4;
LOT 16, BLOCK 4; TABLEIANDS S/D
TABLELANDS S/D
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS& GENERAL CONTRACTORS
`
I11TC lAt 6 AWCMAl Af.F sY QQ5A7 . O ANF ICl17Ml-&!7Q • FAX (007 R.174A
PARED FOR
JOHN THOMSON
240-2020
TABLELANDS SUBDIVISION; LOT 9, BLOCK6,
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
17, BLOCK 4;
LELANDS S/D
LOT 14. BLOCK 4;
TABLELANDS S/D
RAL "
E NUMBER: i1
1 OF 2 �i% '•. etf
v
'OF 0,
..PY
Z`J
TERNATE SITE
USING ADVANTEX SYSTEM
NOTE: DEPENDING OF THE
ELEVATION OF THE HOUSE, A
GRINDER PUMP OR A LIFT
STATION MAY BE REQUIRED.
Z�" INSTALL 3 FLOW
`SPLffTERS
S` INSTALL DOUBLE
cLEANours\
rye*
LOT 9, BLOCK 6;
TABLELANDS S/D
PROPOSED 1000 GALLON
SEPTIC TANK
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
3701 F TISO9 A0e0. SUITF In$ • AN^HOPAU AK 99507 • PHONF (907M?7 179 • FAX (90)1139-3749
PREPARED FOR: PHONE NUMBER:
JOHN THOMSON 240-2020
LEGAL DESCRIPTION:
TABLELANDS SUBDIVISION; LOT 9, BLOCK 6,
TYPE OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM
4/15/2004
DRAWN BY:
RAL
1"=4Oa
2 OF 2
PROPOSED
WATER UNE
(APPROXAMATE
LOCATION}
a 7. .;�;• J _ •
. .••'.�.t s.,L
boo�Op
'0 ...... UQ�
..
J ffre G nes
/ PROPOSED DRUNFIELDS. EXCAVATE
/ THREE TRENCHES THAT ARE 3.75
FEET DEEP MAXIMUM BY S FEET
WIDE BY 67 FEET LONG (201 FEET
-i�
IOTA LENGTH). ADD 0.5 FEET OF
G6S�
/
CLCLEAN,, WASHEfS SEWER DRNNROCK.
TH 12
/
r
Z`J
TERNATE SITE
USING ADVANTEX SYSTEM
NOTE: DEPENDING OF THE
ELEVATION OF THE HOUSE, A
GRINDER PUMP OR A LIFT
STATION MAY BE REQUIRED.
Z�" INSTALL 3 FLOW
`SPLffTERS
S` INSTALL DOUBLE
cLEANours\
rye*
LOT 9, BLOCK 6;
TABLELANDS S/D
PROPOSED 1000 GALLON
SEPTIC TANK
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS d GENERAL CONTRACTORS
3701 F TISO9 A0e0. SUITF In$ • AN^HOPAU AK 99507 • PHONF (907M?7 179 • FAX (90)1139-3749
PREPARED FOR: PHONE NUMBER:
JOHN THOMSON 240-2020
LEGAL DESCRIPTION:
TABLELANDS SUBDIVISION; LOT 9, BLOCK 6,
TYPE OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM
4/15/2004
DRAWN BY:
RAL
1"=4Oa
2 OF 2
PROPOSED
WATER UNE
(APPROXAMATE
LOCATION}
a 7. .;�;• J _ •
. .••'.�.t s.,L
boo�Op
'0 ...... UQ�
..
J ffre G nes
GARNESS ENGINEERING GROUP, Ltd.
RAL CONTRACT
A
^f.�1.J
7)01 L MA &M 101 • N K • b -GIH • .17: b N • ME�R1L ,e.n,�rpMrYyer.,
LEGAL DESCRIPTION: TABLELANDS SUBDIVISION; LOT 8 h 9, BLOCK 6,
PERFORMED FOR: JOHN THOMSON DATE: 1/22/2004
(f et IEEE ORGANICS ITEST HOLE #12
1
SM/ML
w/ SOME
GRAVEL
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
SEEPS O 10'
1/22/04
$8'
1/29/04
10.5'
4/13/04
'
—
2
14:34
II1111111
4 1/2-
1 1/2-
3
14:34
—
6-
11.11191
N/NN•
4
15:04
30
4 1/2-
1 1/2-
5
15:04
6-
—
6
15:34
30
a-m—w 111111111
1 1/2-
Ww /0
ypo
SM/ML
w/ SOME
GRAVEL
9
10
11
12
13
14
15
16
17
18
DEPTH TO
GROUNDWATER
DATE
SEEPS O 10'
1/22/04
$8'
1/29/04
10.5'
4/13/04
6.
—
.. ..... ........
T
Q . SITE PLAN
/or
p1'=100'
Q0 / �TH/11
LOT 6. BLOCK 6;
TABLELANDS S/D
TH/12
'+tHf 13
Lor 9. BLOCK 6;
TABLELANDS S/D
NOTE: THE TEST HOLE
MONS SHOWN
PPR %IMA .
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
1/26/2004 1
14:04
—
6.
—
2
14:34
30
4 1/2-
1 1/2-
3
14:34
—
6-
—
4
15:04
30
4 1/2-
1 1/2-
5
15:04
—
6-
—
6
15:34
30
4 1/2-
1 1/2-
19 PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: RICH
COMMENTS: ' MAY HAVE BEEN INFLUENCED BY SNOW MELT RUNNING INTO BENCH.
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: 1/30/2004
GARNESS .ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
01 -w-ND. 1111E 101 AK1101V4 AK "501 • R101[: b -11]� • TAIL' 00 N • �R prrrp�rlrp�, . • • • • • • • • . •
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: TABLELANDS SUBDMSION; LOT 8 & 9, BLOCK 6,,p 1 A G ness!
PERFORMED FOR: JOHN THOMSON DATE; 1/22/2004 QO°� 3 •.•' �Fo
0
(feet= ANI O����o��o
SM/ML
w/ SOME
GRAVEL
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH TO
GROUNDWATER
i
SEEPS O 10'
1/22/04
*8'
1/29/04
10.5'
4/8/04
6'
—
•CATIONS
14:36
30
I
1'
3
..
• .
6.
'GPIIIIIIIIIML
4
15:06
30
5-
1'
'
15:06
—
11:111!11
CL
6
15:36
30
5-
GC
OL
SW IlillllllMH
_
SiYY1i
CHsm
��yy//�/i
OH
SM/ML
w/ SOME
GRAVEL
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH TO
GROUNDWATER
DATE
SEEPS O 10'
1/22/04
*8'
1/29/04
10.5'
4/8/04
6'
—
SITE PLAN
C�
p% / ♦rH
i LOT B. BLOCK 6;
TABLELANDS S/D
TH/12
�/ 13
LOT 9. BLOCK 6;
TABLELANDS S/D
NOTE: THE TEST HOLE
LOCATIONS SHOWN
APPRO%IMA
DATE READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
1/26/2004 1
14:06
—
6'
—
2
14:36
30
5-
1'
3
14:36
—
6.
—
4
15:06
30
5-
1'
5
15:06
—
6'
—
6
15:36
30
5-
1'
PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 3.5 FT. AND 4.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: RICH
COMMENTS: ' MAY HAVE BEEN INFLUENCED BY SNOW MELT RUNNING INTO BENCH.
PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1/30/2004 ,
It/ C/o ¢-