HomeMy WebLinkAboutSLEEPY HOLLOW #2 BLK 2 LT 22Lo'T'
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP231238
Work Type: WellSeptic Initial
Tax Code Number: 05151119000
Site Legal Address: SLEEPY HOLLOW #2 BLK 2 LT 22 GA 060
Site Mailing Address:
Owner: KRYSINSKI NICHOLAS EDWARD &
Design Engineer: CREWDSON ENGINEERING, LLC
This permit is for the construction of:
Effective Date:
Expiration Date
»>cnt S
G �
l
Department
Lot Size in Sq Ft:
Total Bedrooms:
8/28/2023
8/27/2024
66153
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: , _ S uCD 0,✓ Date:
Issued By: _— Date:
5
Ll V U V U I A U kl tl O ll C l O UAE
1�
s`
Development Services Department - Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICM/ELL PERMIT APPLICATION
Parcel I.D. 051-511-19
Property owner(s) Nicholas & Christine Krysinski
Mailing address 22774 Needles Loop, Chugiak
Site address Unknown
Day phone 907-602-9070
Legal description (Sub'd., Block & Lot) Sleepy Hollow #2, Block 2, Lot 22
Legal description (Township, Range & Section)
Lot Size 66,153 Sq. Ft. Number of Bedrooms '
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
®
Initial 0
Single Family (SF) 0
(w/wo AD U)
Septic Tank
®
Upgrade ElDuplex
(D) ElHolding
Tank
❑
Renewal El
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
ED
Water Storage
❑
THIS APPLICATION
INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: _07()C1 G Receipt Number:
Permit No. 050- 3 2 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
James “Jay” Crewdson, P.E.
Email: CELLC.1@outlook.com
Cell/Text: (907) 280‐9493
Fax: (907) 688‐2295
PO Box 671389 ● 18368 Amonson Road ● Chugiak, Alaska 99567
August 3, 2023
Onsite Reviewer
Municipality of Anchorage
On‐site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99519‐6650
Reference: Sleepy Hollow #2, Block 2, Lot 22
Initial Well & Septic System
Design Narrative
The owner wants to have both a well and septic system constructed to serve the proposed 4‐bedroom
single family home. The well and septic systems can both be installed without waivers.
The proposed well is less than 100‐feet from a proposed 1990 septic system design for Lot 17 (adjacent
lot to the west) that was never constructed. If the owner of Lot 17 ever decides to install a septic system,
there is adequate space to do so outside of the proposed 100‐foot well radius. The septic system serving
Lot 23 (adjacent lot to the south) is located greater than 150‐feet from the proposed well.
The adjacent property to the east is Chugach State Park land and is very unlikely to ever have the need for
a well within 100‐feet of the proposed septic system.
There are no anticipated probable adverse impacts to adjacent properties if the well and septic systems
are constructed as designed. This includes: a. Wells; b. Wastewater disposal systems; c. Replacement
disposal sites; and d. Drainage flowing onto and off of the subject property that could adversely affect
performance of the wastewater disposal system.
Please feel free to contact me if you have any questions.
James “Jay” Crewdson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231238, Curtis Townsend, 08/28/23
(P)WELL
1 00' WELL RADIUS
100
' WEL
L
R ADI
U
S
(P) 4 BR SFH
CONSTRUCT 5 BR
SEPTIC
TH1
(P)WIDE TRENCH
SOILS: BOH 20', DRY,
SW w/SILT AND GRAVEL, 3.2 MPI
AR 1.2, RF 0.53, 750 GAL/DAY
4'ED X 6'W x 56'L, TD 14'
FLAT
FLAT FLAT
FLAT
C2 M2
C1
M1
FC
MH1 S1
DC
(P)SEPTIC TANK
GREER POLY
1500 GAL.
DRIVEWAY
1
0
'
U
TI
L
I
T
Y
E
AS
E
M
E
NT
FLAT
FLAT
(P)REPLACEMENT
SUBSURFACE DRAIN
BioMicrobics
BioBarrier 1.0 MBR
AR: 50 GPD/SF
0.5'EDx5'Wx5'L
James A. Crewdson
C11527REGISTEREDPROFESSIO N A L E N GINEER
PO Box 671389 Chugiak AK 99567 ● cellc.1@outlook.com
Cell/Text: 907-280-9493 ● Fax: 907-688-2295 ALLC #112279
Sleepy Hollow #2, Block 2, Lot 22
WELL & SEPTIC SYSTEM DESIGN
PLAN
Prepared for:
Nick Krysinski
Permit: OSP231238
Date: 8-18-2023
Page: 1 of 1
ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR
ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC
PLAN
SCALE: 1"=30'
LEGEND
(E)- existing
(P)- proposed
AMC - Anch. Muni. Code
AR - application rate
BGL - below ground level
BOH - bottom of hole/excavation
BR - bedroom
C# - cleanout
DC - double cleanout
ED - effective depth
EG - existing ground
FC - foundation CO
FG - finish grade
GPD - gallons per day
IAW - in accordance with
M# - monitor tube
MH# - 24"Ø manhole
MOA - Munic. of Anch.
MPI - minute per inch
PL - property line
RF - reduction factor
SF - square foot
SFH - single family home
ST - septic tank
TD - total depth
NOTES
1. All well and septic system components shall be in accordance with MOA
code requirements.
2. All property lines and easements within 20 feet of the proposed well and
septic systems shall be flagged by a licensed surveyor.
3. Septic Pipe
3.1. All pipe shall be 4"Ø ASTM D-3034 SDR-35 PVC
3.2. Conveyance pipe slope: 2% minimum
3.3. Drainfield distribution pipe slope: 0% (level)
4. Inspections and Notifications: All inspection notifications shall be made
to the engineer at 907-280-9493.
MOA Inspections and Notifications:
24 hour notice prior to the start of construction
2 hour notice prior to BOH inspections
ENGINEER Inspections and Notifications:
24 hour notice prior to pre-construction meeting
2 hour notice prior to top of tank plumbing inspection
2 hour notice of when final backfill and grading will be complete.
5. Insulation shall be in accordance with the code and the following
requirements.
5.1. 25-psi minimum burial grade rigid foam boards
5.2. The insulation board thickness (IT) and horizontal extension (IHE)
beyond each side of the insulated component below it shall be in
accordance with the following schedule:
DRAINFIELD SEPTIC TANK PIPES
Soil Cvr IT IHE Soil Cover IT IHE Soil Cover IT IHE
>3' none reqd >4' none reqd >4' none reqd
2' - 3' 2" 2' 2' - 4' 2" 2' 2' - 4' 2" 2'
Note: 2' min soil cover required over entire septic system.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231238, Curtis Townsend, 08/28/23
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
4700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Soils Log - Percolation Test -
Sieve Analysis
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANC
�$ Curtis To end, 08,28'
. 4 TH,//
.... a : i
am . Crewdson ,
C11527 5
� 1 NQFESSONP.��
Performed For: Nick Krysinski Date Performed: 4-14-2021
Legal Description: Sleepy Hollow #2, Block 2, Lot 22 Township, Range, Section:
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20 -
Depth
(Feet)
OG
GW
ML
SW
with Gravel and Clay
with Gravel & Silt
See design
drawing
WAS GROUND WATER No
ENCOUNTERED?
S
IF YES, AT WHAT DEPTH? L
Depth to Water After O
Monitoring? DRY e
Date: 5-3-21
Site Plan
e design drawing
See design drawing
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
4/14/21
Minutes
Inches
21
6-0/16
21
6-0/16
21
6-0/16
21
6-0/16
PERCOLATION RATE J.5 (minutes/inch) PERC HOLE DIAMETER 6"
TEST RUN BETWEEN 10 FT AND 11 FT
PERFORMED BY: Crewdson Engineering LLC I James Crewdson CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 4-14-2021
l~Ol~,, t () 650
ANCI IOliAGI{. At A'GI<A 995Q? 0680
(907) 264.,111 I
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit II: 840889
January 31, 1985
TO: Permit Applicant
SUBJECT: Lot 22 Block 1 Sleepy Itollow Subdivision #2
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal[ Ordinance. A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close tile permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as-built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Keith E. Bandt, SupeYvisor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057
L.] II II .......][ 'T' It:!!] ....:~ L.. Il, 1111.... II ,. II If .. II ,,. II tl IL 'IF'
84 ')889
10 / :1.8/SZl,
AI:::'PI,,, .1: C~NT:
ADDKE
ROB[!!F;~T HAMMER
F:' 0 :{!){:IX ...... 77Z.l.,:': ....... ....
EAGI..E FU:VIER!, Al':::
99 57 '7
I...I!::G A [.
i...{]'r'
L.O]" L.[)CA'I" I ON:
MAX Bli:OROOMS:
., L. UL, I ....
L.:i.s'Lecl be ].ow ap e the op'L :i. ons ava:i, ].ab ].e 'Lo you :i.l'l des i gn irlg yoLu' s~)[:rL i c:
system. [:;hoc)se 't. hc~ opt:i, on that best t'ii'.~:i youP si'Le,,
DEF:'TI-I TI] PIPE BC)T'1"[]M (F'I".) 4,, 0 4,, () 4,, ()
GRAVEL. :OIi!~P'H.I (1:::"1'~) 4,, 0 0,, 5 3.5
TOTAL DIT:I::'TH (FT.) 8,, 0 4.5 7.5
GRAVI::L. WID'I'II (FT.) ~?,, 5 14,, () 5.0
GRAVEL LENE~TI'~ (1::'1"~) 3;;:?~ () 2El. 0 2~],, 0
GRAVEL VOLUIvlE (CLJ., YI)S,, ) 15,, 4 14,, 6 2(). I~]
'TAIqI< S I ZE (DAL. S ) 1,00(),, 0 '~"~' 1 :, 00(),, () .)¢..~. 1 ~ ()0()~ () .x.:,.
SO I L.. RA'I" I IxlG (SD. F'/' ,, /BR ) 8',5 8',5 8',5
':~")!' 'TAIql< MUST I'IAVE AT I..I!:A.%T TWO [)[IMPAI::~TlvlEIxlTS
f'cn"t,l'l by 'Ll'm I%~r~:i.c:il:~a].;L'Ly elf Anc:l'lova'.t:]~: (MOA) ar'id 'Lhe ,State oF Alaska,,
P,. I w:i.:l. 1 :Lnstall tl~e sys'Lem/ J.r] ~c::c:cH'dal'lC:~.,> ~:i.'Lh all MOA code.~ and
~':ll'ld J.I] comp ], ianc:e with t'.l"lc~ cJ~:~:[gll C:P if. eH' :i..!/ of' th :i.s
:];,, I w:i. 1]. ac:lhc.n'(~.~ 'Lo all M[)A and State (::d' Alaska r'(:eqL~il-emc:~rrL~i {o1' 'Lh~:? s~.~rL back
4. I t.Uqdf'al' ~B'LaFIQ tI'lat 'Lb i s per, mi t :i.s Va :l, :], d f' C)P & FJI&X iglL[fl'l CI{' 2~; b(-3clr'
ally ~n"i].ar'gemD.)nt v~i].], r'c~qu:i, Pc) an aclcl:i.'Li(::)rla], pcmm:i,t.
I I:::' A
'I"HEN
WILl..
EI...ECTFU:[:AL., WORK MUST BE DOIqE' BY A L]:C',ENSED
,..~ 1 {.~1 II,,D . ]DA]"I:
~I:::'I:::'L. I CANT: Fd']BI~]::ST HAMMEF~
L. I F:"I" STA'TI ON .I. ,:: I NSTAI...L,ED I N AN AI::~EA [.',OVI:I:RI!:'D BY Ivl[:)~ B TI D T IxlG [,OL t::,,::,,
(1) AN E.L,17.:'II'~,I.L:AL. F:'EI::~;MIT AND :I:N~i!ff:'!T.':CTI[IN MUST BE OI:I'I"AINED', (~>.') AS.-BUII,,I'~,!]
NO'F BE AF F KU\ I .D N ]:'1"1'1l:)1..1"1" AN I::.L.I:.C1F~ I [,AL. INSPECT I ON F~:IEF:'OR'I"; AND' C:":';) THE
//~ SOILS LOG
[] PERCOLATION
TEST
10
11
12
13
14
15
16
17
18-
19-
20-
COMMENTS
72-008 (6/791
ENCOU,NTERED?
DEP'rH? --
¢;¢,Reading Date Gross Net Depth to Net
· Time Time Warm Drop
RATE ,'~ /J_J~_/-/'~ (,'~in ut es/inch)
PERCOLATION
TEST RUN BETWEEN FT AND . FT
PERM I "1" NO.
li".11 IL.Il It'-.~ :It:. iC:~ .. , FII L. ][ "]1'- "-,-" ~]) I[:::" F:II ["-4 ~(]: ~ Ir~;,:: IF:Il ~:~ I~;~;
I}EF'FIRI"HENT OF HEFILTH RN[:, EN',/IROi'.,IMEI'.,ITRL. PROTECTIOIq
25:1.6 E. TL.I[:,OR RD., FINCHORF:IGE, FII<. ~;4~;~!5E~;:;'
27~S-222:t.
I1-..!1 E] IL Il. .... IF::" IE:'~,' II:E?.'. Ih,'ll :1[ 'T'
7'~;756 ::,
FIF'PL i C:FINT
LOCI:'IT I ON
L.EGRI~
CFITH'¢ [:,EVORIE
L22 B2 SLEEP'¢ HOL. LOW
P. 0. BO'X S~S~
CFIUG I IlK
LOT '.E; I;
I"IiNIHLtI"~ DISTRNCE BE'T'FIEIEN FI WELL RND FIN'¢ ON-E;ITE
:!..e~O FEET FOR la F'RI',,,'RTE WELL OR 2E~0 FEET FOR FI
WELL L. OGE; RRE RE]:..'!LIIRED RN[;, MUST BE RE'rURI'.,IED TO 1'HE
OF THE k,.IEI..L COHPLETION.
E;F'EC I F I CRT IONS RND, CON!STRLIE:T I ON [:, I FIGRFIMS ',,,'FI I I...F
i N2~I'FILI_FIT ): CIN.
I C:ER'I'ZF'¢ 'T'HRT
:£: I F~M FI':~MII...IFIF..' FI]:TFI THE RE6!UIREf"IEN~
FORTH L-]'¢ 'T'HE t"'IUNZCIF'FILIT'¢ OF FINCHORRGI
2: Z WILL INSTRLL THE :.'-:;'¢2;TEH IN RCCORI
FEi
L '.:~;h."_:i;"l"El',1 ]::iii;
WITHIN ]:E~
INSURE P .F.:OF'ER
II"'''11 :]1] 2:'~'_:.; :E!~;; IL.II IEeE
FdND I,.E:LL.:E; ~'::~::.; SET
HE COl)ES.
S ]: GNED
-I'¢ DEVORE