HomeMy WebLinkAboutSKYLINE VIEW #1 BLK 2 LT 2Bkyl ine Vi
W
Block 2
Lot 2B
#051 - 191 - 57
Municipality of Anchorage ~:
Development Services Depadment
Bu~dlng Safeb/Division
On-Site Water and Wastewater Program, 4700 S. Eragaw St.
P.O. Box 196650 Anchorage, AK ~9519-6650 Page of
www. cLanchorage.ak, us (907) 343-7~34
ON-SITE WASTEWATER DISPOSAL SYSTEM AND]OR WELL INSPECTION REPORT
Permit Number: ~'~[~--~ -OZ-O *- ~'7c~ PIDNumber. OG't -- i(l'!- ~"~
"'"': m,q.-l'O_~lF ~-~O~es & [~.-~,'-t'em WastewaterSystem: '~New DUpgrade
LEGAL DESCRIPTION " ~"~I ~' ""
Well: ,~ New [] Upgrade '1 +' ---' rt
T~a~ De~: To~ aba:~ erez
SEPARATION DISTANCES ~'s.~c D Ho~i~g D s.T.~P. D oth.~
Septic
Tank
Absorption
Fietd
We, I00 >
Lot Li~e
BENCH MARK
IOO F~
Development Services Department Approval
J
eER~,iT NUMBER RECORD DRAWING
SW020370 051-191-57
BLOCK 2 PXP
FOUND 5/8" ANCHOR
REBAR W/ / 30'
YPC LS-6918
/
(TYPICAL) BASIS OF BEARING
S89'57'48"E ~o' U~LI~ EASEMENT
, ohp C ( ·
ohp ~7 ~9' (R~ ,~h~.~, (~ 10' UTIIITY ~ASEMEN~
5' x 45' ' ~E~ 1000 GAL'
~OE ORA~NnELD --k F S~ :L SEPTIC TANK
s~s~, k ,-; ~ ~i /~' / TWO STORY
~co~ "~/OECK i6 FRAMED DWELLING o
-
~//~ E~ ~CO~RED DECK
¢~RI~WAY // ~ ............. ~ NEW~LL
, / ~LOCA~ON
cc)
X X.~ ~ FOUND 5/8"~
FGO 33
SI~ 25.fi 40.5
ST2 25.2 47
DBL1 27 53.5
C01 52.7 95.2
MT1 52.8 95.1
49TH~, :.~, ~' LOT 2B, BLOCK 2, S~LINE VIEW ~2
~ASK~ P.O. BOX 2749
~'",¢~"~ ............. :"""R ~. Rz~ PALMER. A~SKA 99645
~-.. cg [o480 ...~ PHONE: (907)745-0222
~?. .... ..~ FAX: (907)746-0222
~~ Aiaska Rim Engineering. lac. ~"
D,t, ~,t,. SHEET 1 OF 2
WIDE DRAINFIELD ~o~.~.~ ~vc
(~ o.o]~.~t o, ,~..t...~.) P~ VIEW
SECTION X-X
E~. 90.0'
TRENCH DETAIL ~t~
TRENCH SECTION MONITOR TUBE
DETAIL
~ u~ 4/'~h~ Conventional Single Family Residential
~s~.-' ,-'..~ RECORD DRAWINGS SEPTIC SYSTEM
~/ 49~ [?~ [:i'&.,~ LOT 2B, BLOCK 2, S~LINE VIEW
.... ~ ..................... ~ ~zSK~ P.O. BOX 274~
Charles A. ~et ~ ~I~ PALMER, A~SKA 99645
~¢~.~. -. C~ 10480 .~(~-~ E~~~. PHONE: (907)745-0222
~,n~.- .... ." ~q~ F~X: (907)746-0222
~%k~%%~ Alaska mm Enatneerlng, Inc. ~,~
M-W Dr'illing, ]:nc.
*P.O. Box 110378 . Anchorage, AK 99511e
*907-345-4000 · 907-34§-3287 Faxe
./ob'No.: 02-174
Project No.: NIA
Permit No. SW020070
.Groundwater Well,Ss-Built & Log
'W~I~ Owner: 'Ci~ristel Robert Sr. (requested by MetcalfHomes) · Use of Well:
regalDescription:. Skyline View No. 1, Block 2, Lot 2B
North Birchwood, Alaska
Domestic
,,Construction
· ltole Depth: 426' · Casing Size: 6" ·Cased To: 96.79' · Material: A 53 Steel
+DrlllMethod: Air Rotary
Peril.
+ }Yell Completion- Open end X Screen Perforated . Method:
· Screen~Perforation description: None
· Grout Notes: (I) Sack- No. 8 bemonite granules
· Notes:
· }teiIDevelopment: Method: Air surge Notes:
· Static water level (SWL) 164.65' (a~c;=) (below) top of casing flOC).
· }tellyleid test at 3 gallons per minute (GPM)/~) for ~
with "1'00% of drawdown (DD) from static level (SI~Z).
· ·Method: Air liR
I hours
· Date ofcompletlon: 27 September 2002 · Pump Install:
Well Log
Depth in feet from
top of casing. Details of formations penetrated, size of material, color nnd hardness.
0 TO 2 Casing stiekup
2 TO.. 11 Gravelly silt: boulders
11 ' TO 20 Sandy' gravel
20 TO ' 74 Silty, sandy, gravel
' 74 '~.TO :!'/' 76 Silty gravel: wet
;~, 76 ;i.TO ". i 95 Gravelly silt: damp
7'95'::TO: 126 Bedrock: black siltstone argillite
126 'TO 405 Asabove: gray r°ck with green quartz seams
405 TO 410 Asabove:fracturezone, waterbearing
_410 TO 426 Asabove: gray rock with green quartz seams
TO
TO
TO
Mile 3~, P;~mer. W;siUa Hwy.
Midtown Community 8usinas~ Park
P.O. Box 274g
Palmer. Alaska 99645
Phone: 745-300S Fax: 746-3010
Drinking Water Analysis Report
Total Coliform Bacteria
Client: Alaska Rim Engineering Inc.
Address: P.O. Box 2749 PWSID#(if applicable):
Palmer, Ak. 99645
Phone #: (907)745-0222 Fax #: (907)746-0222 Work order #:~
This Section to be Completed by Sampler
Legal Description of Property: ~:)/~./'~, ~4.434..~ '?, . ~W/'/ E'~ '~/ /
Sample Site Location: .~ t-to-~ lodo I~e/ivered to Lab By:
(I.E.: kitc,hen sinl~, barroom s',r~, outs~ae I~ose ~b) / /
Time Sampled: ~ z.~.~ Date Sampled: 7~//._7/c) '~ Sampled by:
Sample Type: Routin~.~-~ Treated:E~ Untreat-ed:['-I Repeat Sample #:
.A. nalysis Results:
This Section to Be Comoleted by Lab
lSatisfactory
Unsatisfactory
r-ISample too long in transit (greater than 48 hrs,)
'Request resample,
['-]Sample received between 30-48 hrs., results may be suspect.
Co,,v Sent to
Yes: No
MMO-MUG Method Results:
Total Coliform Present (P)/Absent (A)
, Al E. Coli Present (P)/Absent (A)
,4
Fecal Coliform Present (P)/Absent (A)
E..C. Medium, exile 24 hr Incut3a~on required.
Date Received: ,~/?/~,~ Time Received: ,~,~,~
Date Test Begun: o"./-~ Time Test Begun:
Date Completed: ~/¢ Time Completed: ~ ~ ~
Refer to Bac~ S;de ~or Inst~'uctions
Lab I.D. #:~Received by: ~
~.~ ~ Analyst: ~
Analyst: ~
Mat-Su Test Lab of Alaska
Water Quality Testing
Mile 3.2 Palmer-Wasllla Hwy.
Midtown Community Business Perk
Phone: (907) 745-3005
Emalh mat-sutestlab~ro~ershsa,c ,om
P.O. Box 2749
Palmer, Ak. 99645
Fax: (907) 745.,3010
Client- Alaska Rim Engineedn9, Inc.
P.O. Box 2749
Palmer, Ak. 99645
Attn.:
Client ID:
PWSlD #:
Source:
M.S.T,L~
Sample Matdx:
Comments:
Date Arrived: 5/7/03
Report Date: 5/8/03
Sample Date: 5/7103
Sample Time: 1522
Lot 2B Block 2 Skyview #1 Collected By: CL
2003169
Method Parameter
SM 4500-NO3-E Nitrate-N
SM 4500-NO3-E Nitrite-N
Units Results MDL Date Prepared Date Analyzed MCL
mg/L 0.07 0.50 5~8~03 5~8~03 10.0
mg/L 0.002 0.05 5/8/03 5/8/03 1.0
Legend:
MRL = Melhod Report Level
MCL = Max. Contaminate Level
= Present In Method Blank
E = Estimated Value
H =AboveMCL
D = Lost to Dilution
Lab Manager
MUNICIPALITY OF ANCHORA GE
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 I WATER SUPPLY PERMIT
Initial
Date Issued: Sep 25, 2002
Expiration Date: Sep 25, 2003
Permit Number: SW020370
Legal Description: SKYLINE VIEW#1 BLK 2 LT 2B
Design Engineer:. 0837 Charles Leer
Owner Name: Metcalf Home & Interiors
Owner Address: 654 Harp Cir.
Eagle River, AK 99577-
Parcel ID: 051-191-57
Site Address:
Lot Size: 45791 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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.
5. The following special provisions.
AT THE TIME OF CONSTRUCTION OF THE PROPOSED ABSORPTION TRENCH THE ENGINEER SHALL
--PERFORM AN ADDITIONAL BEDROCK CHECK TO A MINIMUM DEPTH OF 6 FEET BELOW THE Bo'FrOM OF
/ O//7~'~.THE PROPOSED TRENCH. THE MAXIMUM DEPTH THE ABSORPTION TRENCH SHALL BE IS 10.5 FEET.
T~RL
Received By: ""
Issued By: ~
Date:
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
vc~vw.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parc61 I.D.
Permit Number SWOZO,~ 70
Mailing address (2) ~__-dL~[~ ~l~v"'
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot S~Z'.~'~ Acre~/Sq.Ft.
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
Day phone
Zip Code
Number of Bedrooms
[] Well Only []
,~ Water Storage []
THIS PROPERTY CONTAINS:
Hot Tub [] Jacuzzi
Swimming Pool [] Water Softening Unit
Therapy Pool []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is Tn accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees:
Receipt Number. ~.0 ~'-'~_'_~ ~-~ ~'
(Rev. 12/00)
I
Waiver Fees:
Date of Payment:
Receipt Number.
Phone (907) 745-0222
Fax {907) 746-0222
akrim @ roge rshsa.com
P.O. Box 2749
Palmer, Alaska 99645
Jim Cross, P.E.
Municipality of Anchorage
Development Service Department
P.O. Box 196650
Anchorage, AK 99519
RE: Lot 2B, Block 2, Skyline View Subdivision #1
Subject: Permit Request / Design Narritive
Dear Mr. Cross:
The owner of the above referenced lot is proposing a three-bedroom single family residence. We are requesting a
plan review and a permit to install a septic system to serve the proposed .development.
SOILS
A test hole was excavated and a percolation test was performed KND Engineering. The approximate location of
the test hole is located on the attached site plan. After monitoring the test hole for seven days there has been no
water detected.
TRENCH DESIGN
The dwelling has a 3-bedrooms, foran estimated daily wastewater flow rate of 450 gallons per day. The
wastewater application rates form the percolation test is 1,2 gal/day/sft. The required trench size is 375 square
feet. Proposed is an 8-foot effective depth, 5-feet wide trench 45 feet in length. Enclosed are drawings of the
propose system.
SURFACE WATERS
There are no surface waters within 100 feet of the proposed upgrades.
We do not anticipate any adverse effects on the neighboring well, septic systems, reserve areas or drainage
patterns by the installation of the proposed septic system. The construction of this system will not prevent any
future development on any of the adjacent properties.
If you have any question or wish to discuss this matter further, please contact me.
Charles A. Leet, P.E.
Project Engineer
Encl:
Permit Application
Permit Fees
Soil Log (I) KND Engineering
Site Plan Drawing
cc: AK Rim File #02-00760
Engineers · Planners · Surveyors
BLOCK 2 LOT 2A
~ PROPOSED
0 PROPOSED 1000 GAL"-----7 30'
~ ABSORPTION--~.fRENCH% SEPTIC TANK//
~NgO'57'39"W 327.24'(R) ~ /
NOTES: -
1. ALL CONSTRUCTION SHALL BE COMPLIED IN ACCORDANCE WITH
THE MOST CURRENT MUNICIPALI~ OF ANCHO~OE MUNICIPLE CODE
WATER WELLS 15.55, WASTEWATER DISPOSAL 15.65 AND ADEC WASTEWATER
1' = 50' REGU~TIONS 18~C72 AND DRINKING WATER REGU~TIONS18~CSO.
2. THE FINAL DWELLING LOCATION AND FINISHED FLOOR EL~ATION
IS TO BE D~ERMINED IN THE FIELD BY THE CONTRACTOR.
EXCLUSION NOTE: IT IS THE RESPONSIBI~ OF THE OWNER OR BUILDER, PRIOR TO CONSTRUCTION, TO VERI~ PROPOSED
BUILDING G~DE RE~TI~ TO FINISHED G~DE AND UTILEIES CONNECTIONS, AND TO D~ERMINE THE EXISTENCE OF ANY
~SEMENTS, COVENA~S, OR RESTRICTIONS WHICH DO NOT APP~R ON THE RECORDED SUBDIVISION P~T,
P.O.
BOX
2749
~ AEA$'~,~ PALMER, A~S~ 99645
~.~"~ ~t :~l~ PROPOSED SEPTIC AND WELL LOCATION FOR
'z~_. C~ ,,,,,, .~= LOT 2B, BLOCK 2, 1st ADDmON, S~INE ~ SUBD.,
o
.,~w~s~.~ I. 45' ·
DEEP TRENCH ~'~ ~
~o~ ~ ~ ~~,~o.bd ~ ~, PLAN ViEW (~.. ~)
(~ 0.01 t~t or ~e ~Uon)
SECTION
TRENCH DETAIL ~b~ {
MO~ITO~ T~B~
TRENCH SECTION DETAIL
~;c nE ~/'~, METCALF HOMES & INTERIORS
~y~ ~..~7~ SEPTIC SYSTEM DESIGN
~ ~ Lot 2B, Block 2. 1st ADD. SKYLI~ VIeW SUBD
~.. .......... ,.'~
." ~~ ~aska Rim En$ineerin~, Inc, m~ n.~ No Scale
Performed for.
Prol~t:
Depth
(Feet)
2-
7-
9-
11-
12-
17-
!9-
20-
Jim Rosin Date Performed: 04/18/01
Skyline View S/D #1, B2, L2B
TEST HOLE # 2001-01
ORG - black rootmat, red-
Brown overburden
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
GP/GW-brown, sandy gravel J Was Ground water encotmtered? NO Whatdepth? NA
w/cobbles to 3' Depth to water after monitoring? NA Date? 04/25/01
moisture increasing w/
depth
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
Reading Date Gross Net Depth to Net
Time Time Water 'Drop
1 4/18/01 11:00 8"
2 11:05 5 rain dry, 8"
3 * 11:06 8"
4 11:11 5 rain dry. 8"
5 * 11:12 8'
6 11:17 5 rain dry J 8"
'7 * 11:18 8"
8 11:23 5 rain dry 8"
9 * 11:24 - 8"
10 11:29 5 rain dry. 8"
11 * 11:30 - 8,, .
12 11'.35 5 mtn dry 8"
' Water Added
IPercolation Rate < 1 (rain/in) Perc Hole Diameter
Test Run Between } feet and 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date. '