HomeMy WebLinkAboutVALLISKA S-11108-1Valll*ska
5-11108-1
Comments on Cases Due May 22, 2003
S-11108-1 Valliska Subdivision.
No objections.
S-11109-1 Murray Subdivision.
No objections.
Page 2
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NET TIME WATER I
(MINUTES) READI
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NET DROP
(INCHES)
4-
19 F'E�RCOLATION RATE 6 (MIN./MCH) PERC. HOLE DIA. 6- (INCHES)
Y0 TEST RLIN BETWEEN 5.0 FT, AND 5.5
COMMENTS: PERC HOLE WAS PRE-SOAKED FDR 4+ HOURS PERC TEST WAS PERFORMED BY CALEB CALL
PERFORMED BY ALASKA WATER do WASTEWATER I, JEFFREY A GARNESS, CERTIFY THAT THIS WAS ERFORMED
IN ACCORDANCE WITH ALL STATE AND MUNK IPAL GUIDEUINES IN EFFECT ON THIS DATE: 8 c
"A" 110 8 MAY 2 6 2003
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LEGAL DESCR1PT10N: VALL6K/1 SU9DINSgM L0T S.
PERFORMED FOR: J05EP4 VALUERES DATE; -6/21/01
QEPTH
Liifll
ORGANICSOLE 2
2
3
4
5
6
7 SM/Ml.
B
9
10
11
12
13
14 B.O.B.
15
16
17
16
19
PERCOLATION RATE 12 (MINdINCF) FERC. HOLE DIA. 6. (INCHES)
20-1— TEST RLN BETWEEN 5.0 FT, AND 5.5 FT
COMMENTS: PERC HOLE WAS PRE—SOAKED FOR 4+ HOURS. PERC TEST WAS PERFORMED BY CALEB CALL
PERFORMED BY ALASKA WATER do WASTEWATER L JEFFREY A. GARNESS. CERTIFY THAT THIS WIIy�SS P RfORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE./2
O
. ...._.. ...., ... .-- ... I ..' ... _. .....I _.. ..._
MUNICIPALITY OF ANCHORA GE
-r Development SaMas t#paRmant
On-4Ae Wetar6 WesfeweW PrCgnwn
4700 South Hrapew Street
P.C. Box 19ti850, Anchorage, AK 99519.W50
(907) 343.7904
ONSRE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT
Initial
Permit Number. SWO10364
Legal Description: VALLISKA LT 6
Design Engineer: 0041 AK Water 8 Wastewater Consultent
Owner Name: Joseph Vallieres
Owner Address: PO Box 671924
Chugiak . AK 99567.
Date Issued: Sep 10, 2001
Expiroticn Date: Sap 10, 2002
Parcel ID: 051-302-48
Sire Address: 019239 DARBY RD
Lot Size: 44122 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit Is for the construction of
LDlsposai Field J Septic Tank Hotding Tank �; privy V Private Well r-1 Water Storage
All construction must be h accordance with:
1. The attached approved design.
2. All requirements specified In Archorage Municipal Code Chapte-s 15.55 and 15.65 and Phe State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (.16AAC60 ).
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 ApH 15, a subsurface sos absorption system under Construction during freezing weather
must be either. k Open and dosed or, the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
01T 0 a 2001
ROD DUNSTON 33 t7
Date: a /o/
Date: L/0 —toj
.Cent By: Alaska Water 81c Wastewater Con; 007 338 3248; Aug -28-01 12:02; Page 2/6
ALASKA WATER & WASTEWATER
•• - CONSULTANTS. INC. -_ •••••• •.•_••.•—
August 28.2001
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650,
Anchorage, Alaska 99519-6650
Ref: Well and Septic Design for Lot 5, Valliska Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Two test
holes were excavated in the area of the proposed septic system. The septic system will be
designed around the 30 toot radii of these test holes. We arc proposing that a 1000 gallon septic
tank and a bed type drainfield be installed. 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 due to the overall appearance of the soils, an
application rate of 0.5 gallons/day/Rt should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 8 & 12 minutes/inch
b. Allowable Application Rate: 0.5 gallons'day/ftr
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 900 ftt
f. Total Depth: 6 feet (maximum — at any point)
g. Effective Depth: 0.5 filet
h. Width: 15 feet
i. Minimum Length: 60 feet long
j Effective absorption area - 900 !lr
3. SURFACE WATERS: There are no surface waters within 100 fat of the proposed septic
system.
6901 Debarr Road, Suite 2B • Anchorage, AK 99504
Ph: (907) 337.6179 0 Fax: (907) 338-3246 • Website: skwwc.com
Sent By: Alaska Water and Wastewatsr Con; 007 338 3248; Aug -28-01 12:03; Papa 3/6
4. TOPOGRAPHY: As can be seen on the attached design drawing, the arca for the proposm
septic system is mostly 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
Aetietnnrr
U., M.S.
NOTE. Attached is a site plan drawing, a design drawing, two soils logs, and a 7 page
construction specification letter which are all parr of the design package for this septic systent.
6901 Debw Road, Suite 2B • Amborale, AK 99504
Ph: (907) 3376179 • Fax: (907) 33&3246 6 WcWte: akwwe.com
Sent By: Alaska Water and Wastewater Con; 007 338 3248; Aug•28.01 12:03; Page 4/8
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8/26/2001
DRAWN QR
ALASKA WATER & WASTEWATER c.J.c./J.L M.
_..._ . CONSULTANTS, INC. -- •..... _^ x�
—y uK.hn • �a»•ru r ' t o 1001
PRO -AM /OR PNONE Nuumt P NUNBER
JOSEPH VALLIERES Sara -2949 1 OF 3
KdOAL 064ORIT04
LOT 5, VALLISKA SUBDIVISION
rmc or WORK:
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
Eertt By: Meeks Water SIC Wastewater Con; 907 338 3246; Aug -28-01 12:04; Pape 6/8
1 �
�y
EAN + OM T
S DRAMFI
E TANK TO BE b'+ FROM ORAINFlELD
E IS TO BE FROM LOT LINE
DRAT
E OWJNi1E1D IS TO B BE10'+ FROM LOT LIN
/V1
NAVE THE 15' UTILITY EASMENT
AND THE EAST LOT LINE FLAGGED
By A REGISTERED LAID SURVEYOR
—
PRIOR TO CONSTRU N.
PROPOSM 011Ae✓14D. DIGVAIE A90 I /
\
MAXIMUM
BY 14 FtEr VAO[CSY SO MP
M LOW,ADD 0.5 FEET OF cLEAm ws"Eo
DM"44 PAGE 3 OF 3) % •l �� /
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INSTALL DOUOIZ
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3unic TANK
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'�%�ALTERMTt SM WALL
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i:• -••,. •' PROPOSED \
3 StDR00W
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PROPOSED WElI
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ALASKA WATER & WASTEWATER
3GAIr:
CONSULTANTS. INC.--- �.—..:__.....
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Alt *"at. • aer 374ft PAfu
PAGE NUMBER
JOSEPH VALUERES 688-2949
2 OF 3
'" y mass
933
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LOT S. VAWSKA SUBDIVISION
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ME of weft
DESIGN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEIA
Sent By: Alaska Water and Waatawatar Con; 807 338 3248; Aup•28.01 12:05; Pao. 8/8
-----------------------------------------------------
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ALASKA WA'T'ER & WAST LW_ AT_IM
— .. • CONSULTANTS INC —
._..........,...... FM W011 W3 4
JOSEPH VAWERES
VALLISKA SUBDIVISION
C.J.C./J.LM.
N.T.S.
49 1 3OF3
DETAIL AND PROFILE OF PROPOSED SEPTIC SYSTEM
A.
11
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AS•BU1LT
herebycer* that'I.Mve am tyid'd4 f0lCowinS described
PA R V Y. (P a q D DroPa?y; .'•
' Vi1LLf1KA,•ff�'Bb,� .' ,
e�..tipt. � Sr_ �-f r..� ' 3 0�.-•�. f t�- N k R l w, S.M ; :..... ,
-- OF A4 +T,e N Anchorage Remrd3n9 Precinct, Alaska, and that the Improve•
i •��� «n� -"I.� • • Etenb dNaEW there -6n -am W11k1{m the IOplTty enddOlWt
ar.`�'•� ~y �•If`, ovedaporencroach'on the
svy r s ho ProPertj kY ad*entlherea thee.
• ' y 7 IntprovetnetiH on Property kyins ed' nt thereto etrcroech
„r * 0 on the premBee in queMon nd that thert'ere no roadways,
•+ — trerbmiasion Ines or other visibk'tesetnents on
r"'�• vy «.«.j :. VOMPI
Datod t I veh Xk , said PmPeity
�k��RobvtC.loh•:;:-.t_..'s DatedetrEeRJe
ee ;• t: o. > s_ r oris '� — daZ of C e.f 200=
st to �'•p• .�j .�
SCALE: It land Surveyor No.�BB0.LS
PPhhoone (9�0!)•t River, Aluki 99577
Municipality of Anchorage
Development Services Department
Building Safety Division
On-site Water 6 Wastewater Program. 4700 South Bragaw St.
P.O. Box 198050 Anchorage. AK 99519.6650
www.cl anctwrageakus (907) 343.7904
On -Site Wastewater Disposal System and/or Well Inspection Report Po" 1 of 3
Permit Number: SWO10364
JOSEPH VALl1ERES
Addrw:
P.O. BOX 671924 a CHUCIAK, AK 99567
Phow No(907) 688-2949 a e. oma
LEGAL DESCRIPTION
Lot -lock SubdMNon:
5 VAWSKA
Township: — taon9e: — S•dion: —
WELL: ■ New p Upgrade
0-WWar On AA* 70Is Dyes Ora To
PRAIA
PD Numbs: 051-302-48
Wastewater System: 1 New 0 Upgrade
ABSORPTION FIELD
O Deep Trmeh O $how. Troch INand O Mound O other
as n 0.5 T•N b•ra ..• w. 7060
�/sa� ti 5.0-6.0
a R
ert• eke woo b•.• •ryYrl pwew ' a,� �,jei M..r�, eb•r
4.42-5.42 R0.58 n
PO awn ob . - 0.1 erw *v a rya
SEE DWG. R60 n.
w r w
QrWd ws%W rwa 01. " b,1— awe
15 n 3 I 5
n
'row rerern er,s ►Y• awns
TE 62 R 61 a 900 , M R D 3034/. F-810
�` SULLIVAN WATER WELLS Dow DAM stmr ever Iwwa &"w'" ba. bow's
9/17/2001 27 R WALKER CONSTRUCTION 9/18-20/01
Trrt►wr s.t K ti+�e rryat we... Qwoe
20 aw UNKNOWN rj 2•o R TANK
SEPARATION DISTANCES rsepno allo" a&TZP. oothor
rrm To
Mr rLid SteMtlon T►k+a s...°� uM :M -a HORAGE TANK a� ~ 1000
Wen 100'+ 1000+ — — 25'+ e""'* STEEL aa•wr ~ '"""""` 2
Surface Water 100'+ 100'+ — — —
Lot Line 5'+ 051+ — — —
roundcUon 5'+ 101+ — — —
curtain Drain NONE KNOUT
Remarks: '5' LOT LINE WAIVER VERBALLY GRANTED
BY DAN ROTH ON 9/20/2001
LIFT STATION
b M edrs I /
Or
'frril r' a..d rb /, ob r ",or wm 41,par. tr.rw lMeow bwNweas earw..e en
BENCH MARK
to$"" w bran«.
TOP OF WELL HEAD
I� w o...am 100.84 ti
aararrs ad
Inspections performed by: AKWWC, INC. Dates: lst 9/18/2001 .* 4'31j YtI
2nd 9/19/2001
3rd 9/20/2001 .. y.......... s
—79
Department of Health d Human Services approval �}
Cam 1i7e"wied and approved bY:(� Date: Qjk 107 a^'°r+roree+aedf`�
PERVIT NUUBER
SWO10364
AS -BUILT
srm
/ WUS ROF A T
� NC
use oP A LFT
STATgN.�
NEW 1000 1 CALLON
DRAWING ' 513DB
saw Tr
A B �
STt 51.87 55.04
ST2 57.84 60.71
DELI 59.80 62.59 / // /
DBL2 60.99 83.73 /
MT1 45.19 39.86
COI 43.47 35.05
CO2 46.93 33.76
CO3 49.98 33.41WT2 53.19 36.3a
C04 95.81 /F89 69
C05 94.21 90.03
006 92.48 9061
1R3 97.48 91.29 /
MT4 93.11 91.58 /
20' UMJIY EASM NT
DAT,
' 10/9/2002
DRAWN 9n
"KA WATER & WASTEWATER SAE, C.J.G.
CONSULTANTS, INC.
wa oe"" ■OAO. WYE i • ANC�. AK M5% • MO* (M)377 -W" • FAX ("?)M6.3744 1 � = 40'
PREPARED ►OR: PHONE NUUK : RAGE N MOM
JOSEPH VALUERES (907) 688-2949 2 OF 3
LEGAL DESCWPDON:
VALUSKA SUBDIVISION; LOT S.
TME OF WO(O(:
AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM LOCATION
SWO10364
AS -BUILT DRAWING
INSULATION PER EXCAVATOR
PARCEL E NLUBM
051-302-48
(JNwY WALKER) rFWN. GRADE . 99.4a
TOP OF TANK A o `// o
INLET - 95.74 7oP OF TANG AT
OUTLET - 95.52
NEW 1000 GALLON
INVER GF tiU1C SEPTIC TANK
AT MET . 9525 NVER'T OF BUNG AT
I OUTLET - 95.09
MTER FABRIC——INSULATION PER MAL GRADE .
EXCAVATOR (JIWEf 99.52-100.71
WALIffR
ffL9 �L'
15• WIDE �DISTRIBUTION
• I
Borrow OF 7- 94.14�ItEH)CH "A= OF DISTRIB I N
RELATIVE ELEVATION of Borrow of
TESTHOLE - 8&54 (77STH E DRY)$
DATE'
10/9/2002
DRAWN BY-
ALASKA WATER & WASTEWATER c.J.G.
CONSULTANTS, INC. N.T.S.
Na MAA ft". EUTi 30 • ANCHORAGE. AA 99"4 • "40e (M)337.•m • EAR f"MM-3VA
PREPARED EOIC PHONE NWam PACE NIA49M
JOSEPH VALUERES (907) 688-2949 3 OF 3
LEGAL DESCRIPTION,
VALUSKA SUBDIVISION; LOT 5,
TYPE of WORIL
PROFILE AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
fAA
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�f'�ofeeeU•�d
Short Plat Summary
May 26, 2003
Page 4 of 5
7. Placing the following notes on the plat.
a. Direct vehicular access to Tudor Road from this subdivision is
prohibited.
b. Arterial landscaping meeting the requirements of AMC
21.45.125.C.4 shall be installed and maintained by the
property owner or his/her designee within the arterial
landscape easement.
8. Installing the landscaping prior to final plat being recorded or
entering into a subdivision agreement for it's installation with
Development Services or demonstrating that sufficient natural
vegetation exists to meet the above noted standard.
5-11107 Right -of -Way Acguision Plat — A Street, Fireweed Lane to 38th
Avenue
Approval of the plat as submitted.
IS -1 1108 Valliska Subdivision
Approval of the plat subject to the following conditions:
1. Resolving utility easements.
2. Labeling the portions of the rights-of-way width on Monastery Drive 100 -
feet (50' from centerline) and Darby Road as 100 -feet (50' from centerline)
per State DOT comments. If remaining portions of r -o -w is BLM it must
be clearly delineated on the plat.
3. Providing a 6 -foot arterial landscape easement along the property
boundary which abuts Old Glenn Highway.
4. Placing the following note on the plat:
a. Arterial landscaping meeting the requirements of AMC
21.45.125.C.4 shall be installed and maintained within the
arterial landscape easement by the property owner or his/her
designee.
DRAINAGE ARROW J�
TREES
�7fA /4459.0
Vy
DRAINAGE PLAN
VALLISKA SUBDIVISION
Scale: 1 Inch = 200 Feet Contour Interval = 4 Feet Prepared: April 21, 2003
Base Map from Municipality of Anchorage Grid Map NW 655
Contours from MOA Aerial Photographic Map Eagle River and Vicinity Grid 29
Prepared by: McCkrbock Lend Asfodates. Inc -11940 Business Blvd, Surae 205, Ea& RKw. Alaska 99577 - Phone: (907) 594-4499
Please fill in the information asked for below.
PETITIONER`
Name past name )
Vallieres, Joseph M.
Property Tax #l00000aoa000): 051-302-46-000, 051-302-47-000 051-302-48-000
PETITIONER REPRESENTATIVE pF"
Narne aet name )
McClintock William
ailing dress
P.O. Box 671924
adirp dress
11940 Business Blvd., Ste. 205
Chu iak, AR 99567
Eagle River, AK 99577
Contact Phone: Day: 696-2436 Night 688-2949
Contact Phone: Day: 694-4499 Night
FAX:
FAX:
E-mail:
E-maO:bmcciintock@mappingalaska.com
r • '- � � ��'�^ ��.�.-�......... .... wyy- --- , W V-• --- w,-",IKICTI ON mI
appicatom
PROPERTY INFORMATION
Property Tax #l00000aoa000): 051-302-46-000, 051-302-47-000 051-302-48-000
Site Street Address: 19239 Darby Road, Chu iak
Current legal description: (use additional sheet if necessary)
Lots 3,4 & 5, Valliska Subdivision (Plat 80-68)
Zonin : R-7 Acreage: 3.309 acres
1Grid# NW 655
# Lots: 3 # Tracts: 0
1 Total #parcels: 3
I hereby certify that (I am)(1 have been authorized to act for) owner of the property described above and that I petition to subdivide It In
conformance with Title 21 of the Anchorage Municipal, Code of Ordinances. I understand that payment of the application fee Is nonrefundable
and is to cover the costs associated with processing this application, and that it does not assure approval of the subdivision. I also understand
that assigned hearing dates are tentative and may have to be postponed by Planning Department staff or the Platting Board, Planning and
Zoning Commission, or the Assembly foradministrative reason .
VIP �b3
Rents must provide "lien proof of authorization)
PROPOSED SUBDIVISION INFORMATION
Proposed legal description: (use additional sheet in necessary)
Lot 3A, Valliska Subdivision
# Lots: 1 # Tracts: 0 Total # arcels: 1
Accepted by: Poster a Affidavit Fee I Case Number
Application for Prerunhw Plat Continued
Page 2
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
❑ Rural
Anchorage 2020 West Anchorage Planning Area: ❑ Inside ❑ Outside
Anchorage 2020 Major Urban Elements: Site is within or abuts:
❑ Major Employment Center
❑ Redevelopment/Mixed Use Area ❑ Town Center
❑ Neighborhood Commercial Center
❑ Industrial Center
❑ Transit - Supportive Development Corridor
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
® Residential at 1-2 dwelling units peracre
Waived b
Girdwood- Tumagain Ann
❑ Commercial ❑ Industrial
❑ Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
Avalanche Zone:
Floodplain:
Seismic Zone (H:
of site
® None ❑ Blue Zone ❑ Red Zone
® None ❑ 100 year ❑ 500 year
0'1' 0 0 N
❑'4' ❑'5'
RECENT REGULATORY INFORMATION (Events that have occurred in last 5 years for as or portion of site)
❑ Rezoning - Case Number.
❑ Preliminary Plat ❑ Final Plat - Case Number(s):
❑ Conditional Use - Case Number(s):
❑ Zoning variance - Case Number(s):
❑ Land Use Enforcement Action for
0 Building or Land Use Permit for Lot 5, Vailiska Subdivision Permit*01—E-3347
❑ Wetland permit: ❑ Arm Corpof Engineers ❑ Municipality e
of Anchorage
APPLICATION CHECKLIST
Fee: $430.00
Plat: Copies ❑ 42 (long plats) JD 32 (short plats only)
® 8Yx11 reduced copy
Other maps ® Aerial photo 23 Housing stock
MI Zoning
Mandatory on plat depictions: ❑ Pedestrian walkway
❑ Landscaping required by zoning
Property Title: 12 Certificate to Plat
Additional required documents unless specifically waived by Platting Officer:
10 Site topography (4 copies minimum)
Waived by
KI Soils investigation and analysis reports (4 copies minimum)
Waived by
El Subdivision drainage plan
Waived b
20-003 (Rev. 011M*Back
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