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HomeMy WebLinkAboutCOUSENS #1 LT 1Onsite File s approvedI.R. Only 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 System Permit Permit Number: OSP221100 Work Type: Well Renewal Tax Code Number: 05238108000 Site Legal Address: COUSENS #1 LT 1 GA 808 Site Mailing Address: 34610 EKLUTNA LAKE RD, Chugiak Owner: COUSENS BERMAN FRED Design Engineer: This permit is for the construction of: Effective Date: Expiration Date cnt , s Sr. n DeparUncnt Lot Size in Sq Ft: Total Bedrooms: 5/5/2022 5/5/2023 173063 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy 21 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 Special Provisions: To close this permit please submit: 1. Well Log 2. Pump Install Log 3. Water sample results Received By: Issued By: Date: Date: S 5 Z 7_ 2 MUNICIPALITY OF Development Services Department t On -Site Water & Wastewater Section Parcel I.D. 05238108000 ANCHORAGE ON-SITE SEPTIC/WELL PERMIT APPLICATION Property owner(s) COUSENS BERMAN FRED Mailing address 4741 Sandy Beach Drive Site address 34610 EKLUTNA LAKE RD Phone: 907-343-7904 Fax: 907-343-7997 Day phone 907-360-5650 Legal description (Sub'd., Block & Lot) COUSENS #1, Lot 1 Legal description (Township, Range & Section) Chugiak Lot Size 173,063 Sq. Ft. Number of Bedrooms 1 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo AD U) Septic Tank ElUpgrade ElDuplex ElHolding (D) Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 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: 2 2 Waiver Fees: Date of Payment: hA.&Z. Date of Payment: Receipt Number: 2 7602-6 Receipt Number: Permit No. 0-sP22-1/co Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc PERMIT NUMBER: RECORD p {� ©� / PARCEL ID NUMBER: OSP161220 RECORD DRAVYING 052-381-08 true k J, % -V-ct� NEW DRAINFIELD FCO 19.8 1.4J90.8 STI 61.8 55. ST2 67.7 60. DBLI 70.0 62. DBL2 71.0 63.COI 76.7 62.2CO2 123.6 115MT2 122.0 113 TERNATE SITE IW 1000 GALLON SEPTIC TANK / � •r. 4 � OOT :.• / e� I °o r.�.p�i I .. I 2fl°g„ I ••4 4f v'.: SURVEYED HOUSE PAD LOCATION BY S4 GROUP \ NOTE: THIS IS NOT A SURVEY. \ HOUSE WAS PLACED ON \ SURVEYED PAD AND IS \ SHOWN AS APPROXIMATE. GARTMESS ENGINEERING GROUP, Ltd a — _ CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507' PHONE (907) 337-6179 -FAX (907) 336.3246' WEBSITE: www.gamewen9blMfn9.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: FRED COUSENS 223-4276 2 OF 3 PROJECTILEGAL DESCRIPTION: DRAWN BY: COUSENS S/D #1; LOT 1 J.L.M. TYPE OF WORK: DATE: 1, RECORD DRAWING OF NEW SEPTIC SYSTEM 11/3/2016 f..t —PROPOSED .`• ''� WELL. STAKED ' LOCATION. NOT +� DRILLED YET U l a ESS\ 0 $UBMITTA1 i Municipality of Anchorage NOV 21 21315 Page of 3 Community Development Department On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage, AK 99519-6650•http://www.muni.org/onsite•(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT OSP161220 PID Number 052-381-08 • New ❑Upgrade Permit Number. Name: FRED COUSENS ABSORPTION FIELD ElDeep Trench •■ Shallow Trench 1:1 Bed CI Mound Address: 4741 SANDY BEACH DRIVE, ANCHORAGE,AK 99502 ❑Other Soil Rating: Total Depth from original gace Phone: No.of Bedrooms: O 8 7.0 (MAX.) Ft 223-4276 2 GPD/Sq.Ft. Depth to pipe invert from original grade: Gravel depth beneath pipe. LEGAL DESCRIPTION SEE DWG. Ft 1.5 Ft Subdivision: Block: Lot: Fill added above original grade. Gravel length- COUSENS cngt hCOUSENS#1 - 1 SEE DWG. Ft. 61 Ft township: Range: Section. Gravel width: Beds Number of lines: Distance between linos: 5 Ft. Ft. SEPARATIONDISTANCESTo al absorption area Number of trenches Dist.between trenches: To Septic Absorption Lift Holding Public/Private 391 so.Ft. 1 Ft From Tank Field Station Tank Sewer Lines Well NO WELL NO WELL - - 25'+ TANK • Septic I=21 S.T.E.P. ❑Holding CI Other YET YET Manufacturer: Capacity Surface Water 100'+ 100'+ - - ANCHORAGE TANK 1000 Gal Material: Number of compartments. Lot Line 5+ 10'+ - - N/A STEEL 2 Foundation 5+ 10'+ LIFT STATION Curtain Drain 1 NONE KNOWN - Manufacturer .. / Gal. 'Pump on'level at "Pump off"level at (High water alarm at: Remarks: 'WELL NOT DRILLED YET ON PROPERTY.100'+TOVIII STAKED(PROPOSED)LOCATION. Pump Make 8.Mode- Electrical Inspections performed by PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer NORTHERN EXCAVATION Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 108.56 Ft Inspection Location and Description. Dates: 1st 10/7/2016 2nd 10/7/2016 3rd 10/8/2016 4th - TOP OF CMU WALL FOR JOISTS AT POINT"B" ENGINEER'S SEAL ovissvi Community Development Department Approval .•.�� OF At; _tit Conditional approval: Date: : ;`� �4..—. \% ,�•� 49�i. 'I 0 le r ` r • •.•1' - --ley A.Gamess. 0•,j, ••r c -79153 • Approved: _ ,..A. %tl----•.� _ Date: 1-3 r � 7 LICENSE II RoFE\\�-8• #AECC884 Inspection Report_1-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: ..\ " OSP161220 RECORD DRAWING 052-381-08 \\ •. :-..1-•:-'• ...•.3:*• ...,",•':'--•:.,-..,••;•-- • :i •..,-.-..-.• 4 . \ ,,. .•: .....__ - __ - •• • • . .„ ., ...- --.. •••4 4."; .•• ALTERNATE SITE I•-. . ..,,,--"" : 44 • .•••• '‘ NEW 1000 GALLON •••' "••. <\ ‘‘ SEPTIC TANK / • • ` •• '3':-•.'-'el: 2-•:!::•: . ‘ ‘ ,„.. . i., ••••• • . '• 4 .. .• / .... ••••• .: .. 4.'t• .• .•'. ...1..... \ \ \ \ / / '... : \ \ V‘ \ _ ,•;. .,:. v• \ , \ \ " ‘ \ 2 / , ••:••••-•'• ' • •• / \ \ ‘ .•;) . : •.,' \ ‘ t a \\ eg g 1 ‘ . \\ \ . \ \ // 464 No .,•..... .I. .• a . • .• .4.. . ,'. • \ NEW DRAINFIELD \ \ \ ) / 76bA., ••.•'I, -‘ \ •••• / 4 . •. ''•ee,o,,. ..‘'..;..',.. _ • \ ...t, v, / . .,• A .,• / PROPOSED \ N3 1% ••••2. WELL.STAKED --:'•-' 1 CO ISZ‘•IA\ 9) 0..e.ps4.- ••.•.•.. .. LOCATION.NOT ,i,•'.:,• I I 1,00.4. '- . -1 •.-l•. DRILLED YET •,s........ .•• . I I I I A B C \ I •.. ••:' '''-'' ''• :••••- / - • 1 FCO 19.8 1.4 27.2 \ . . . ST1 61.8 55.4 83.2 \ :.,.;, . .•.. • / •••:• i ST2 67.7 60.5 88.0 \ •,..•4:. ':'•,' DBL1 70.0 62.5 89.9 \ .4..:..., DBL2 71.0 63.4 90.8 \ SURVEYED HOUSE PAD ••;•'4, CO1 76.7 62.8 85.6 \ LOCATION BY S4 GROUP \•." .. •4:- '1.1 :.• MT1 77.0 62.8 85.3 \ •' :' • • CO2 123.6 115.0 141.2 ) \ NOTE:THIS IS NOT A SURVEY. ... , 4 . / MT2 122.0 113.5 139.9 \ HOUSE WAS PLACED ON ) \ \ \ \ ... SURVEYED PAD AND IS / SHOWN AS APPROXIMATE. . / .............„" .4.:.!.., SCALE: .... --- ---- _._ -... --- .-•• 1'=40' -----_________-•-•F .. •.. a•::.,.: „L.... 144 .•4 - ALAI- ' '- ....x,c„.............. . ... „4,_ 4111151114111111111111111L- GARNESS ENGINEERING GROUP, Ltd r, , : 49 in • •••• . /N \* t .... • CIVIL&ENVIRONMENTAL ENGINEERS . 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:wiw.garnessenglneering oom • • • tt• PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 r't •• 1 : Gam-ss hiv: FRED COUSENS 223-4276 2 OF 3 • 0 t r I • '.. i!s1E-;.1 : PROJECT/LEGAL DESCRIPTION: DRAWN BY: A 4,' . 4•"4.1 Ar COUSENS SID#1;LOT 1 J.L.M. v.•cif) ..• I)1 i co, C • * •,_ • •...,A.X. 4.41 4<4?) ' • TYPE OF WORK: DATE: 4111I'MOFESS\u".rs-44 RECORD DRAWING OF NEW SEPTIC SYSTEM 11/3/2016 LICENSE IIIIIits,ss*** #AECC884 .0.1 o PARCEL ID NUMBER: PERMIT RECORD DRAWING 052-381-08 FINAL GRADE=100.77-101.48 ST1 ST2 B a TOP OF TANK AT TOP OF TANK AT INLET=94.19 OUTLET=94.15 IN Fl s 1 1 fr jj IINVERT OF BUNG 11 1_ INVERT OF BUNG AT INLET=93.56 NEW 1000 GALLON AT OUTLET=93.35 SEPTIC TANK 10'BURIAL RATING LABELED ON SIDE OF TANK ORIGINAL GRADE @ HIGHEST POINT=94.50 FINAL GRADE TH#1 =93.96-95.00 0 MT CO c c FILTER FABRIC 6. 1.5'OFEFFECTIVE .• INVERT OF DIST.LINE =89.00 BOTTOM OF DRAINFIELD=87.50 ---5'WIDE-0.] RELATIVE GROUNDWATER @ 83.0 ON 4/7/2016& 82.5 ON 5/3/2016 mr RELATIVE BOTTOM OF TEST HOLE#1 @ 80.5-NO BEDROCK OR IMPERMEABLE SOILS 4,,,„ �P�� OF ,4 ,♦i f C7, . • GARNESS ENGINEERING GROUP, Ltd • • ••• ...; Wiadila CIVIL&ENVIRONMENTAL ENGINEERS r // •• 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179•FAX(907)338-3246•WEBSITE:www.gamessengmeenng.com 0 _$414••• I !� PREPARED FOR' PHONE NUMBER: PAGE NUMBER: ,0 c •�:tf f .Garr4-ss•::== FRED COUSENS 223-4276 3 OF 3 �j J,°• /`CE- 5 PROJECT/LEGAL DESCRIPTION: DRAWN BY: •VA<`�yo'o..o•!}. .�(,�.4 IP COUSENS S/D#1; LOT 1 J.L.M. ��FDP� ��(�•�p��� TYPE OF WORK: DATE: ',E RO SSO ''• RECORD DRAWING OF NEW SEPTIC SYSTEM 11/3/2016 #AECC8.94 ,I� �� I Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP161220 052381O8OO0 WellSeptic MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Initial Permit Effective Dates: August 31, 2016 to August 31, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: COUSENS #1 SiteLegalAddress: COUSENS#1LT 1 G:1808 Owner/Address: COUSENS BERMAN F & SAYURI K 4741 SANDY BEACH DRIVE ANCHORAGE AK 995022700 Site Mailing Address: Lot Size in Sq Ft: 173063 Total Bedrooms: 2 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Issued By: , / Municipality of Anchorage P.O. Box 196650 ® 4700 EImore Road Anchoraqe, A aska 99519-6650 · (907) 343-7904 ® Fax (907) 343-7997 .http://www.mu ni.orq/Onsite Development Services Division On-Site Water and Wastewater Proqram **** VARIANCE/WAIVER REVIEW Waive~: OSV16t057. COSA#:__ PID#: 052~381.03 Legal Description: Cousens #1 L1 Proposed Engineer: Garness En.qineerin.q Group Permit#: Applicant: Fred and Allen Cousens Yom' request for a waiver of the required 50 feet horizontal separation from the subdivision septic reserve area to the excessive slope has been approved. The approved separation distance is 0.0 feet. This waiver approval may be used for a septic permit if; A. The slope is the same as submitted for review, B. The distribution pipe is at the same depth and C. Soils and groundwater levels are the sam& [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of nonobjection have been received fi'om the oWner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: ~'./~7.//~ Approved by; A~¢~~ ¢ Name of Reviewer.,// **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/VVell Permit Application For A Single Family Dwelling Parcel I.D. (~ 5 ~.-~.~ ]- O~ Property owner(s) FRED COUSENS Mailing address 4741 SANDY BEACH DRIVE, ANCHORAGE, AK 99502 Phone: 907-343-7904 Fax: 907- 343-7997 Day phone 223-4276 Site address EKLUTNA LAKE ROAD, CHUGIAK, AK 99567 Legal description (Sub'd, Block & Lot ) COUSENS S/D #1; LOT 1 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ([~allthatapply) Initial [] Single Family (SF) [] Absorption Field [] Septic Tank [] Upgrade [] (w/wo ADU) Renewal [] Duplex (D) [] Holding Tank [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A 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: Date of Payment: Receipt Number: Permit No. Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01111) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS July 29, 2016 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Well and Septic System for Cousens Subdivision #1; Lot 1 To whom it may concern: The subject lot is undeveloped and the owner would like to build a 2 bedroom cabin on the property that will be served by a private well and septic system. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. This soil log is on file at the MOA. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY AND SLOPE WAIVER: The site plan and design drawings show the topography information. During the recent subdivision process, the topography for the property was addressed and a slope waiver was granted based upon a generic design. We have completed a design in line with this generic design and have included the cross section. We are unaware systems. If yo assistance. impacts this installation would have on adjacent wells or septic any questions, please contact us at 337-6179. Thank you for your P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907)337-6179' Fax: (907)338-3246' Website: www.garnessengineering.com ENGINEERING GROUP, Ltd~ SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM #AECC884 . GEG. Ltd. HAS A 8 PAGE SPECIFICATION NUMBER OF BEDROOMS: 2 OBTAIN A DOPY OF THE LE~FER CONTACT PROPOSED APP. RATE: 08 GPD/SQ FT. CONTRACTOR AND PROPERTY OWNER AGREE MINIMUM DRAINFIELD SQ.FT: 375 THAT THEY HAVE READ %tESE ~ % ~ ' ~..~>_ SPEC,FICATIONS AND AGREE TO ACCEPT THE DRAINFIELD DESIGN: ~. ~ ~ ' ~',,~,. TERMS AND CONDITIONS OUTLINED. M.O.A. APPROVED SAND FILTER: N/A ~ EFFECTIVE; 1.5 FEET .:~ SE TA~K "','j ': ENGINEERING ~O~ITv Ltd '' GARNESS ~,,~,, [:..-~...-~.,....~ ...... ~.....~ FRED COUSENS/ 223~276 2 OF 3 COUSENS S/D ~1; LOT 1 J.L.M. DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 7/28/2016 *AECCSS4 F ............ e~ I - °-°I ~FEETW,~ gO I I DESIGN CRITERIA: PERdiTION ~T~: 9.2 MINUT~H LENGTH: mFE~ . M.O~ ~O~D s~g FILTER: ~A ' ~ F~T TO DAYLIGHTING OF I~GIN~Y SL~ · O o - J ~ I.SFEET OFEFFECT~E sc~: ~. :~, ,.,{~.-: ..... ..F.~.m.l "~* PROFILE D~WING FOR SLOPE WAIVER FOR LOT 1; COUSENS S/D I~ ,,G NESS ENgiNEERING G OUP, Ltd pOlL LOG, PERCO~TION TEST J LEGAL DESCRIPTION: COUSENS S/D; T~CT A (PROPOSED LOT t ) PERFORMED FOR: FRED COUSENS DA~: 10130120~5 ORGANICS HARDER WITH DEPTH ITEST HOLE #1 I SOIL CLASSIFICATIONS ORG HL CL OL HH CH OH SC DEPTH TO DATE GROUNDWATER DRY 10130/2015 DRY 11/3 &l 1/13 11.5' 4/7/2016 12' 5/3/2016 SITE PLAN SCALE: CLOCK NET TINE jWATER LEVEL HET DROP DATE READING TiHE (IqlNUTES) i READING (INCHES) i i/3/2015 1 1:26 I 2 1:56 30 2-3/4" 3-1/4" 3 1:56 6" 4 2:26 30 2-3/4" 3-1/4" 5 2:26 6" 6 2:56 30 2-3/4" 3-1/4" 19 20 SOILS LOGGED BY: JODYrCAUS C0~ENT$: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEREORMED~__ IN ACCORDANCE GUIDELINES IN EFFECT ON THIS DATE: ~-/~//_~. V~TH ALL STATE AND MUNICIPAL PERCOLATION RATE 9,2 (~IN./INCH) PERC, HOLE DIA.__ TEST RUN BETWEEN 5.0 FT, AND .6.0 FT. A FOUR HOUR PRESOAK WAS PERFORNED: ~YES E]NO PERCOLATION TEST PE8FORNED BY: JODYMAUS 6 (INCHES)