HomeMy WebLinkAboutWALTER G PIPPEL ADDITION BLK 10 LT 3 K(t.l.
x` !PALMUNICIPALITY OF ANCHORAGE rnent ,On-Site Water&Wastewater Program Y' se^
�, PO Box 196650 4700 Elmore Road �.
® � Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ^http://www.muni.org/onsite
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On-Site Water System Permit
Permit Number: OSP181340 Effective Date: 9/26/2018
Work Type: Well Initial Expiration Date: 9/26/2019
Tax Code Number: 05012321000
Site Legal Address: WALTER G PIPPEL ADDITION BLK 10 LT 3 G:0252
Site Mailing Address: 17044 PARK PLACE ST, Eagle River
Owner: C & T CONSTRUCTION INC Lot Size in Sq Ft: 13500
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 8
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Ei Private Well 0 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: .� �rDate: �� /1
Issued By: .0-- /moi ,cr.✓ Date: �/Z6/8
MUNICIPALITY OF ANCHORAGE
Community Development Department - Phone: 907-343-7904
Development Services — g: ®® /0 77 7997
On-Site Water & Wastewater Program u
Mayor Dan Sullivan 1
^ On-Site Sewer/Well Permit Application a SEr' 'h 4 .1013
• ` For A Single Family Dwelling ti
Parcel I.D. d 050-123 '2_1 ��`�
Property owner(s) C&T CONSTRUCTION Day - 6 a,
Mailing address 11404 JESSIE MAE CIRCLE, EAGLE RIVER,AK 99577
Site address 17044 PARK PLACE, EAGLE RIVER,AK 99577
Legal description (Sub'd, Block& Lot ) WALTER G. PIPPEL ADDITION S/D: BLOCK 10, LOT 3
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 6-9
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply) Initial ® Single Family (SF) ❑
Absorption Fieldn Upgrade I (w/wo ADU)
Septic Tank ❑ Duplex (D)
Renewal ❑
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 55 1Waiver Fees:
/
Date of Payment: q l ag5/1 S Date of Payment:
Receipt Number: OSZ a6 Receipt Number:
Permit No. OSP/3/3 4Waiver No.
(Rev.01/11)
Quanics
- 1(. i. s Advanced Treatment System
GARNESS ENGINEERING GROUP, Ltd mea/er
ENGINEERING SALES CONSULTING
September 5, 2018
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Exploratory Well for Walter G. Pippel Addition S/D; Block 10, Lot 3
The referenced property is currently undeveloped, and the contractor/owner is wanting to
develop the property. The contractor is wanting to either build a duplex or a triplex on the
referenced property. The contractor would like to drill an exploratory well to determine
what he can build on the property. Attached is a site plan showing the proposed
exploratory well location, all the neighboring wells, all the neighboring septic systems, the
available septic area on property, and the location of public water and sewer mains in the
area. We have excavated test holes and performed percolation test with 7-day
groundwater monitoring and have determined that the property is suitable for an onsite
septic system. Given the limited area for a septic system, a MOA Cat II advanced
wastewater system (with a 2 foot sand filter for the drainfield) will be required to serve the
proposed structure. There is a neighboring well to the south that will be 50+ feet from the
proposed septic area, but with utilizing a Cat II advanced wastewater system, we will be
able to meet the required separation distance under the new wastewater ordinance. After
drilling the exploratory well, the contractor will determine what he will build on the property
and a septic system design will be completed.
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 assista ce.
Sin ly v
Jeffr y A. arnes., P.E., M.S.
Prei nt
3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
C 1 I I I
W.G.PIPPEL _
----I W.G.PIPPEL ADDITION SID; W.G.PIPPEL W.G.PIPPEL
j ADDITION S/D; BLOCK 9,LOT 9A ADDITION S/D; ADDITION S/D; i I i
BLOCK 9,LOT 12 BLOCK 9,LOT 7 BLOCK 9,LOT 7 I
NOTE:ALL PROPERTIES SHOWN ON THIS SITE PLAN ARE 1 1
SERVED BY AWWU WATER EXCEPT FOR THE PROPERTIES I I
THAT ARE SHOWN WHICH ARE SERVED BY PRIVATE WELLS 1
1
---g PTIC AREA
W.G.PIPPEL W.G.PIPPEL W.G.PIPPEL -- ---------------------
.G.PIPPEL W.G.PIPPEL`, W.G.PIPPEL
I ADDITION SID; ADDITION SID; I ADDITION S/D; ADDITION S/D; ADDITION S/D; ADDITION S/D;
BLOCK 9,LOT 1 BLOCK 9,LOT 2 I BLOCK 9,LOT 3 BLOCK 9,LOT 4 BLOCK 9,LOT 5 \ BLOCK 9,LOT 6
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W.G.PIPPEL ADDITION S/D; 3 \ 2 Cb. /; \BLOCK 10,LOT 41' ADDITION S/D; ,I+ W.G.PIPPEL 1
w1 ADDITION S/D; BLOCK 10,LOT 2$ `� t1_ ',' \ ;1 BLOCK 10,LOT 5 , ADDITION S/D; ~ I
ZI ` BLOCK 10,LOT 1 > '- I ,' I BLOCK 10,LOT 6
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fri 1 W.G.PIPPEL , I W.G.PIPPEL `.VII• 0 TREATMENT w O ul p Q1
ADDITION S I ADDITION S/D; 9q4' ; a z-. n° z W.G.PIPPEL I i
BLOCK 10,L07 12 I BLOCK 10,LOT 11 \ 't. , a a �_ ADDITION SID;
I + 1 I \ 1 e* / U p.- �.p— BLOCK 10,LOT 7
I 100'WELL RAQw3 1 �+9''
§.91 o cJ 3 0 o
I ; I \. W.G.PIPPEL P, A.G.PIPPEL a-' i
\I 1 LOCA�N ADDITION S/D; 1 ADDITION S/D; CO CO 1
APPRi BLOCK 10,LOT 10 ,.'
'`,1 BLOCK 10,LOT 9
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%'- CORONADO STREET
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NOTE:THE WELL LOCATION IN THE HOUSE FOR LOT 10,BLK 10 WELL DRILLER NOTE:DRILLER TO CONFIRM
I 11Z; WAS CONFIRMED BY BRANDON THORUD WITH PARTNERS REAL I ' ice SEPARATION DISTANCE TO SEPTIC SYSTEM ON i I j
Ij o ESTATE WHO MANAGE THIS RENTAL PROPERTY. m I I I I LOT 4,BLK 10 PRIOR TO DRILLING NEW WELL. I I
Ill Ii ! '
1 I SUNNY SLOPES I SUNNY SLOPES i I Z i
Z S/D;LOT 4 I S/D;LOT 3 I I Z SUSINDY SOLOZES 11
1 j I I= - I L----------- N 1
131 SUNNY SLOPES I SUNNY SLOPES I i a l SUNNY SLOPES 1 I I SCALE: I I I
1 i >�I S/D;LOT 7 i I i S/D;LOT 8 11 ? I S/D;LOT 9 i i i 1..100, I 1 1 1
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1 i , i 1 I I I 11 I I fi i—
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GARNESS ENGINEERING GROUP, Ltd •
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- ENGINEERING SALES CONSULTING • I' •
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3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337.6179•FAX(907)338-3246•WEBSITE:vnvw.gamessengneering.00m •.
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PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 t^• e A.Ga ess a be
THOMSON W/C&T CONSTRUCTION 240-2020 1 OF 1 �♦�, ' CE - •
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PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦♦ Ii -2(, • ,,'
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WALTER G. PIPPEL ADDITION S/D;BLOCK 10, LOT 3 J.L.M. ♦♦ D "'• P\, .4.
TYPE OF WORK: DATE: REVISED 44 FESS\ �4*
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 9/26/2018 LICENSE
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GARNESS ENGINEERING GROUP, Ltd ; • ;
3 0,E TUDORROAD�,�,t�, .ENGINEERING E SALES FAX CONSULTING �9 9�4 0 f 0
ANCHORAGE.AK 99507. 1907)337.6179• c
SOIL LOG - PERCOLATION TEST • •
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LEGAL DESCRIPTION: WALTER G.PIPPEL ADDITION S/D;BLOCK 10,LOT 3 �. 11 It�j ��•
PERFORMED FOR: JOHN THOMSON W/C&T CONSTRUCTION DATE: 7/26/2018 .t1 PROF ep O•`••S\°\'1P�4�•
LICENSE 1"k LS`�•�•
(DEPTH t'1.1.3 ' 6" OF LOAM (SM) #AECC884
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• •••: SOIL CLASSIFICATIONS SITE PLAN
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8 — • •„ DRY 7/26/2018
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••• DRY 7/27/2018 SCALE:
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9 ▪ ••• DRY 8/3/2018 1"=100'
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11 -- •' ..• DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12 —_7 ••' 7/27/2018 1 - - 6" -
.••
•• ••i 2 - <1 0" 6"
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•13 — ••' 3 6"
• ••• 4 - <1 0" 6"
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16 — •• gii 8 - <1 0" 6"
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18 — • �•. 12 - <1 0" 6"
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19 — B.O.H. PERCOLATION RATE "<1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES • NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH."WILL REQUIRE A 2 FOOT SAND FILTER FOR DRAINFIELD.
PERFORMED BY GEG,Ltd. I,JEFFREY A.GARNESS,CERTIFY THAT THIS WAS PERF RM D IN ACCORDANCE
q
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 21 /`tj
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. ♦♦.•.`� OF .4 44
GARNESS ENGINEERING GROUP, Ltd 4''T 1\
ENGINEERING SALES CONSULTING
3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.Al)99507-PHONE(907)3376179'FAX(907)338-3246•WEBSITE.www.gamossononcm59.W
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SOIL LOG - PERCOLATION TEST •jC%