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HomeMy WebLinkAboutDENALY BLK 1 LT 6benaly Block 1 Lot 6 #050-731-53 Municipality of Anchorage • Development Services Department •_°' _°:_ Building Safety Division / Onsite Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020121 PIG Number. 050-731-53 Name: CARL KAPPEN & ASSOCIATES Wastewater System: ■ New ❑ Upgrade Addnse: 17034 EAGLE RIVER LOOP ROAD a EAGLE RIVER 99577 ABSORPTION FIELD Phone: No. cf Bedrooms: (907) 622-5585 4 0 Deep Trench ■ Shallow Trench 0 Bed 0 Hound 0 Other LEGAL DESCRIPTION 5oe "°""` 1.2 TOW Doh Rwn •"°"d grodw Block lnL- 1 6 Subdiv Sion: DENALY ��' R 7.5 M1 Dwu b pbe twelara earn a ISM Dada oa d epq beneath Township: _ Range•. Section: — 3.61 R 3.89 ro eaa.e meow n u1) grade: o not bnpw SEE DWG. n. 60 rL WELL: ■New ❑ Upgrade crwwl aatn: Kanter of e"" oatanee bueew, � 5.0 TOW DpU: Cased Ta CbeMrcEERIVEAT179 179 p FL 1 — n n R ��rL D 3034/ F-810 Date Dread: stw water wee 6/13/02 20 rL mrtemw:MG DICK MEYERS oa. 6/21-7/10/2002 Twt " setAC caskv "eight Aeew Dunt 25+ op,UNKNOWN R 2.0 R TANK SEPARATION DISTANCES ■septic ClHolding CIS.TZP. ODther To From Septie Tank Absorption Field Utt Station Holding Tank /prNat• sea« lJn.. Mawlacl~ ANCHORAGE TANK UWZ ln gwww: 1250 well 100'+ 1000+ — — 25'+ STEELw't ewnpwun�k 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Una 5r+ 10r+ — — _ pe' M gamem Nernrlxee.r. Foundation 5'+ 10'+ _ _ _ °" 1i'I °a a: wgh ea« Darn d: Curtain Drain NONE KNOW pmw Voe' a.aulad bep.etane prfun,ed k Remarks: BENCH MARK t,mtan .m o.enWan: TOP OF SLAB ® BACK MANDOOR A�,nrd Ea+atwe 104.78 R ENGINEER'S SEAL Inspections performed by: AKWWC, INC. Dates: 1st 6/21/2002 *�;. ... , Q ...... 2nd 7/10/2002 3rd 7/10/2002 Q Development rvtce� a art retA proval of a A. gall ss Q �' -79 •`� Reviewed and approved by: Date: 2 O •. ��a^°d ....... M«. 12/01) 0� prorsaetona� DOO000� PERMIT NUMBER: SW020121 AS—BUILTDRAWING 'y 's• v, ..v TEST HOLE #99-10BY KENNETH MRMED DUFFUS P E �b PARCEL ID NUMBER: 050-731-53 C A M ST 1 .. 43.12 .,..._._...8 CF 3 i 39.53 v ST2 45.72 47.52 \ DBL1 47.52 j 51.14 I DBL2 47.82 51.20 \ \�C01 53.89 59.56 , ALTERNATE SITE \ \� MT1 54.01 61.34 1 CO2 ( 98.57 118.52 MT2 1 97.33 118.121 NEW DRAINFIELD \��`� \`�`� DBL2 NEW 1250 GALLON SEPTIC TANK-� VET ER cyASTENV T ER CONSULTANTS, INC. 6901 DE6ARR ROAD, SUITE 28 ' ANCHORAGE, AK 99504 . PH:ONF (907)337-6179 ' FAX (907)336-321.6 PREPARED FOR: PHONE NUMBER: CARL KAPPEN & ASSOCIATES (907) 622-5585 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM t ¢BN yOLs 1 ti F}} i 1 l t DATE: 8/28/02 DRAWN BY: B.S.G. SCALE: 1 " = 40' PAGE NUMBER: 2 OF 3 5 '::7 • • .. 440 . ................ �Jef-f-rey I . 9. arnes r Q CE -79 ©po�1Oro �essionaac� `r. VET ER cyASTENV T ER CONSULTANTS, INC. 6901 DE6ARR ROAD, SUITE 28 ' ANCHORAGE, AK 99504 . PH:ONF (907)337-6179 ' FAX (907)336-321.6 PREPARED FOR: PHONE NUMBER: CARL KAPPEN & ASSOCIATES (907) 622-5585 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: AS—BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM t ¢BN yOLs 1 ti F}} i 1 l t DATE: 8/28/02 DRAWN BY: B.S.G. SCALE: 1 " = 40' PAGE NUMBER: 2 OF 3 5 '::7 • • .. 440 . ................ �Jef-f-rey I . 9. arnes r Q CE -79 ©po�1Oro �essionaac� 0 PERMIT NUMBE SW020121 R: AS --BUILT DRAWING SW02 INSULATION TOP OF TANt INLET - 95 INVERT OF AT INLET — 95.10 rFINAL GRADE — 99.67-100.38 ^ 0 TANK AT - 95.65 EW 1250 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET - 94.85 U MT CO FINAL GRADE B B 97.67-99.21 ORIGINAL GRADE FILTER FABRIC - 97.40 O HIGH SPOT INSUL4TION 11 INVERT OF PIPE - 93.79 (AVG.) I"---5' BOTTOM OF TRENCH - 89.90 (AVG.) RELETNE ELEVATION O —�" BOTTOM OF TEST HOLE = 83.40 (DRY) DATE: a� 8/19/2002 s s ,,.k ..<_ ...K.. DRAWN BY: ALASKA WATER & WASTEWATER C.J.G. CONSULTANTS, INC, SCALE: 6901 DEBARR ROAD, SUITE 28 • ANCHORAGE, AK 99504 • PHONE (907)337-6179 ` FAX (907)3383246 1 = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CARL KAPPEN & ASSOCIATES (907) 622-5585 3 OF 3 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM PARCEL ID NUMBER: 050-731-53 Offre 1 Garness; • CE 795 A Ixt!°rofesS101A a 08/20/2002 13:43 3453287 M W DRILLING, INC PAGE 02 Job No.: 02-134 M -W grilling, Inc. •P.O. Box 110378*Anchoroge, AK 99511• •907-345-4000 ♦ 907-345-3287 Fax♦ Project No.: N/A Permit No. SW020121 Groundwater Well As -Built & Los ♦ Well owner. Kappen Homes ♦ Use of Well: Domestic *Legal Description: Denaly Subdivision, Block 1, Cot 6 Eagle River, Alaska Construction ♦Hole Depth: 179' ♦Casing Size: 6" ♦Cased To: 178.97' ♦Material: A 53 Steel ♦Drift Method: _AirRotary Paf. • Weil Completion- open end X Screen Perforated Method: ♦Screen/Perforadon description: None *Grout)votes: (8) Sacks- No. 8 bentonite granules ♦ Notes: ♦ Well Development: Method: Air surge Notes: *Static water level (SWL) 20' (above) (below) top of casing (TOC)- ♦ Well y%ld test at 25+ gallons per urinate (GPAfygallons per hour (GP11) for 1 hours With 10 0% of drawdown (DD) from static level (SWL). ♦Mdhod: Air lift #,Date of completion: 13 June 2002 ♦ Pamp lnsiall: Well Log Depth in feet from top of casing. Details of formations penetrated, size of material, color and hardness. _--_--._0 TO 2 Casing stickup 2 TO 4 Top soil and fill 4 TO 62 Gravel: cobbles 62 TO 144 Clay 144 TO 168 Gravel 168 TO 180 Water bearing gravel TO To . ..... TO TO TO _ TO TO _....%% .. To -.n__,. NliWWA CrA'Aed Centra9tre TO CWUti to Nd,. U16 & on FROM :KAPPEN HOMES FAX NO. :907-622-5586 Oct. 21 2002 11:59AM P4 MTA OSP ENG 907 761 2646 10/18 '02 11:49 N0.693 03,103 &;; MaTJ CALL ON YOUR COMPANY AMY TO EASEMENT F By this document Matanuska Telephone Association, Inc.' R4149wes that it has no objection to the encroachment of a water well and driveway within the 15N. . •& Telephone & Electric Easement upon Lot 6, Block i, Denaly Subdivision, Plat No. 2002, Rticfi`orage Recording District, Ancborage, Alaska, #b#####•MEN**EAEN #######* �kAEA####+C#ntffiiklY�Rsu#�k#k#REFx#acs#x+e##+t#ki�R#iM�M�lti►#+1�#�Y!-'Ek # NMM•��k�k�kEkERiY MND EMIN N �K## Please be advised that MTA tbrough the issuance of this document does not forfeit any of its rights to the use of the area cited In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, andfor replace buried or aerial telecommunications facilities within the easement. Any repairs that may be required to the encroachment as a result of utility construction will be borne by the property owner of record. This document does not authorize the placement of any additional encroachments within the easement area. This IRculnent is, in. no way, an ag ocrnegt To vacate any P9rdon of the utility easement and ehau>, s il#gp) eted q puch. Issued for Matanuska Telephone Association, Inc. this 186 day of October, 2002, by, AX4-4..�-e-•' 41V{ 4c< Real Estate & Properties Supervisor TEis I3 To cERTiFy, that on this I Bth day of October, 2002, before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Bonnie Bailey known to we and to me known to be the individual named in and who executed the foregoing instrument and acknowledged to me that he signed and sealed the same as a voluntary act and deed for the uses and purposes therahl mentioned. IN WITNESSHEREOF, I have hereunto set my hand and official seal the day and year first above written Kiii ,• .:' .,.11 ,.r W. R���yY,'i ( (J .,rip ° �i�x,'� •ti �v .-I t %� Not in d forZV - 7! %�Irx:.t.: Tom•••• '~-' • : My commission expires: d4l-a2el ',"' • � ka Telephone Association, Li,e. "•,^IY'p J.:a.— GRAMME: Eilutna Inc. _y 16515: Ceohxirie��'� i►7 •per ���,,� t Matanuska Telephone Associption, Inc. P.O. Box 3860 • Palmer, Alaska 90848-36so 7.800.748.0610.907.761.2810 e Fax 007.761.2646 Sent 8y: Alaska Water and Wastewater Con; 907 338 3246; Jan -21-03 3:29PM; Page 1/2 FROM :KAPPEN HOMES FAX NO. :967-622-5586 Jan. 21 2003 03:14PM P2 BENT RV: 1106 AWN R 11A; 007 76/ Wei J" -2t-03 3: t2PY; PASE 2 2002-089542-0 Rotor" OW: 391-Anehorepe • 11x274= 2:22 PM Papa: 1 of 3 A a How I all K now 101MR11 PNCRDAggM M NOM QBtES[M W AGREEMERT n/S THIS AGREEMENT, meds and it, do Into this j1a-: ,_day of &P 2l)A2--, by and beiwaanMATANWICA Et.EMIC ASOXIATKNi, INC., saftokert non•profKntwnber ovmod ebctAo caoperatve, vrhwe postoffics eddivi 1s 8cx 2929, PafnW. Alaska, 91645, hwoIrw4h r sal W 111 t Party, snd Ceff Irannan Vdtosa addrea to 171 andjl—dMr. r. River. Alaska 99917. hereinafter aped `Second Paib :1M ±NAT; A well to laaafad wltldn ala te' T tk to Enema" a" the netttarty boundary of bot fi, - Bleak 1, DENALY ONDIM101% acoofdtng be pfd 02909-1; Anchorage Reaordlnp ONWICIL Located VMN Tl4N, RIK SEC 33, S.M. NOW, THEREFORE, for and in oon%kimaton of their muWat sgmmerne and cow good and vakable wakleradan. Ute'reealpt of wM* Is hereby odmamodged, Fiat Pony, for U0, He weoanoers and aaMgra. waMFNa dbjae00ns fo t3amrs! Party's eneroacAMON on 010 said easement for Ow wMa" niorworwd, subw W 010 foRoaArq catddent: 1, SWWW Pony rani hod Flrst Party harnRaaa from labi84r for any injury or damagetoanyporsonwprogenyaArih"WresuRfromaurdha,%Ai Jun.nt. 2. This nen-objaCBorr Is paned wilt Ina bull undanWn4UN and aproeMwd by all paNes having an intorwt in the above pepoty tlnt Bits enaoaohmonl wln In no way Mind or Rett gas ci~ or fumrsab9Hy of AM to hilly wJay OwbendMa of Vaestamard for any and atm" purpowt that R presently w oya under the eosement TMs nolt obJOctlont is f"ar eendidoned by the tOW1011on tlha)MGA will be held henkeaa from RabRRy tar any and AN deft" to the e.,., .aJw1..M OW May teaultfmm to eabsdnp and wwre use of "Id ewamard by MEA, ha Gattraaora, sueresOM3. apwnts. Resraw. or 86orm 3. Any facif9worpropwly9ffirstParlywlddhaladomayod0rdesboysdasa resale of such --"% ac.S.na, it wM be fopaired or repiaud. The cost of repair of feplaceRant will be peld 9Mlroly by Second Party. 4. aswrA Pang vA =noy wah og appkWe safety rodeo and mgWgbomr. 5. Any expenoat W*O Fbst Pang may incur b1 two rdarOM or madfkatlon of Rs fatlRles to eccornntodafo the said wthaAl WAAtvm be paid oft* by 6000nd Potty. 9. R aecotd "ft do*u to add second atony or modWy salaarag Wuctuea. MEA must be notltled in advance. BY lea ewaculgt of fhb AplownwR Second PNt1/ agroa, for ksaN, Ni snreasatora ertd aesipra, gtat les inaoa _ her Qupert the named sasemsad as 1Lals inetaohre mefRlo W MR be sublarkto the fole0aky =%None, 1N WITt1E.GG WHE M F, to periling heft caused Oto Apraerrtent robe executed by fhok duly sudtort:ed ,., ear 's-68and Open= a of the day arta yaer Mt above mentioned. VATAN1dWlafCTRIC ASSOOktQLAQ- BY: General Marboor or his Repnaeeneaave tttt Sent By. Alaska Water and Wastewater Con; 907 33B 3246; MOM :KAPPSN HOMES FAX NO, :907-622-5586 ANT pY; U;A ADMIN 8 Flfa; Jan -21-03 3:30PM; Page 212 Jan, 21 2003 03:14PM P3 907 761 s340; JAN -2i.03 3:13PM; PARE 314 /ANT IVI WA am A NO; 00T *1 0010; OCT•SS-02 3:WV; " 0116 .t S'yYI$10mw Poem Kq m OTATI:OFAbAM 1 ,�IeaMr�nalllr�rr tR. T141FO ALMA . 018'IF ICT {TATs OF LAWA TN= JL40rIAL OICITIOT ThOfw*golo01�p10rn1e1111y0r0A.->u'1 1p 'dMa1+0f+wQ�MM^_�d_._.�. la d►.�—: wrrl'wbMfO►iMOal�etAtrw WA ACRA10OMBOW $TATE OFNAfWA ii. tHtNO Am"CY11.O197AfCT' ,n,,, VOnem1111 arA, abO"MMm s7, day vow -440- WARWPUKJC SU1 EOFALA9 A VLVWAR� A,7 r `31111�Riti=1. ► _ _ � - _ _ _ ► i _ . �� Mleoiwnigilltie¢� ] -i�-A RLRIAl1 IV. IIIA. P 0 BOOL 2UL PAtMOL ALASKA "SO � �oscs�s.o MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW020121 Legal Description: DENALY BLK 1 LT 6 Design Engineer: 0041 AK Water & Wastewater Consultarr Owner Name: Carl Kappen Owner Address: PO Box 770489 Eagle River , AK 99577 - "7110/dZ 12a SCJ Date Issued: May 20, 2002 Expiration Date: May 20, 2003 Parcel ID: 050-731-53 Site Address: 025656 BENDILENT CIR Lot Size: 40403 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. ✓I Disposal Field ✓Z 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 PRIOR TO CONSTRUCTING THE WATER WELL, THE WELL DRILLER SHALL SUBMIT A DRILLING PLAN TO THIS OFFICE. THIS PLAN SHALL SHOW HOW THE WELL CONSTRUCTION WILL PREVENT ALL LEAKING THROUGH THE CASING' ANNULUS FROM THE CONFINED AQUIFER. Received By: Issued By: Date: Date:.5/2 D/az F Municipality of Anchorage ° o P9�sS�k Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. — -7 5 t — 53 Permit Number 5,wo?_OJZf Property owner(s) CARL KAPPEN Day phone 622-2719 Mailing address (1) P.O. BOX 770489 EAGLE RIVER. AK Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 6. BLOCK 1: DENALY SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size LID ( L 0Acre ISq.Ft Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only Cl Sewer and Well Water Storage ❑ Sewer Upgrade ❑ 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 in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. (Signature of proporty ownor or authorized agont) O� Permit Fees: Y.5k50 Date of Payment: 5—/,V - V —©0 1 Receipt Number: 0/ & / 5 s Waiver Fees: Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC. u m :­ May 13, 2002 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragraw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System Design for Lot 6, Block 1, Denaly Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. The proposed well is to be drilled in the location shown on the attached site plan and design drawings. Two test holes were excavated in the area of the proposed septic system. The septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and a five foot wide 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 an application rate of 1.2 gallons/day/ft2 should be used and that the insitu silty, sandy soils should act as a sand filter. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft2 f. Total Depth: 7.5 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 60 feet k Effective absorption area = 600 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debar Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: The area for the proposed septic system is a 5% to 10% slope running approximately northeast to southwest; 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 assistance. c rely, A. ames , .E., M.S. Presii.er.` NOTE: Attached is a site plan drawing, a design drawing, two soils log a topography drawing, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com NN / \ \\ \\\ LEN LOTBu \ III 1 1 I ` ` 1' F 1 ` / \ tjy DENALY S/D; LOT 5, BLOCK 1, `\ 1 y / `♦ t ` HOLE y y PERFORMS y y ` KENNETH M. DU PROPOSED SEPTIC SYSTEM \\(SEE DESIGN, PAGE 2 OF 2) y a L N> / \� //`\ ��� ,•.d•r.+,. moi'' WEV- IUS �. " T \ Di a DENALY SQ; LOT 7, SLO K 1, Al1 \\ \`♦ \ � I \ DENALY S/D; LOT B. BLACK 1, I / DATE: 5/13/2002 t .�. DRAWN BY: J.L.M. ALASKA WATER & WASTEWATER SCALE: CONSULTANTS, INC. 1 = 100, 6901 DEBARR ROAD, SUITE 213 ` ANCHORAGE, AK 99504 , PHONE HONE)3NU6179 - FAX (907)5383246 PAGE NUMBER: PREPARED FOR CARL KAPPEN & ASSOCIATES 622-5585/440-1174 1 OF 2 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1 TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM DENALY S/D; LOT 3, BLOCK 1, DENALY S/D; ,/LOT 4, BLOCK 1, THJ1' DENALY S/D; LOT 9, BLOCK 1, TEST HOLE #499-10 \ PERFORMED BY \ KENNETH M. DUFFUS, P.E. \ PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 7.5 DEEP MAXIMUM BY 5 FEET WIDE BY 60 FEET LONG. ADD 4 FEET OF CLEAN, WASHED SEWER DRAINROCK. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. — \ \ \ \ INSTALL FOUNDATION \ \\ \ CLEANOUT � �- „` ,,i• 4g• / / s Ropo PR�POSED 1250 GALLON' SEPTIC TANK f PROPOSED WELL INSTALL DOUBLE \ CLEANOUTS \ \\ �� \ DATE: 5/13/2002 DRAWN BY. ALASKA WA l IFEWATER SSE: C.J.G. 0 s I 1 „ 40 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: CARL KAPPEN & ASSOCIATES 622-5585/440-1174 2 OF 2 LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION *x:14 T � '•,3,� o9s_I . E 7953 .G ...k... Drofessiq ALASKA. WATER & WASTEWATER »_, , CONSULTANTS, INC. MEMORANDUM May 9, 2002 Ref: Dimensions noted on design paperwork. To: Septic System Installers Currently the Municipality of Anchorage On-site Department is requiring that one or more of the following dimensions be noted on all designs submitted for approval: • House to Tank • House to Field' • Field to tank • Field to Lot Lines These dimensions are for the On-site departments use only. They should under no circumstances be used by the septic system installer for the purpose of laying out the septic system. If you have any questions regarding the designs paperwork, please do not hesitate to give us a call at 337-6179. 6901 Debarr Road, Suite 2-B * Anchorage, Alaska 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com '0/ 2) 640 -DE 2B • ANCHOR GE, 99 4 PH E 90 PREP " '.,:`CA L N AS 4z \,,tRIPTnION; EIN ; T CK, \'WPE F/WQ S� �?R ��F , BM�PtK 1. - FAX r; 7NANX)i\ V ♦ ♦Ilk ♦ rd �i • k .. 1B DATE READING CLOCK C. .. wGF4 GONSU LTRNT�-9178 ,WEESRE FAX: 807336-3246'. akw 8901 DEBARR ROAD, SURE 26 • ANCHORAGE, AIC. 99004 • PHONE: 807 • ( ) • .eam 11 — ; ;° TIME SOIL LOG — PERCOLATION TESTI (INCHES) LEGAL DESCRIPTION: DENALY SUBDIVISION; LOT 6, BLOCK 1, PERFORMED FOR: CARL KAPPEN DATE: 5/3/2002 DEPTH (feet) ORGANICS ITEST HOLE #11 6" — 12— b ° Y p n SOIL CLASSIFICATIONS 13— b ;°;° GM/SM GW ORG 6" — °i"b° " h ° 4 — GP ML 6" 3— ° ^ ._ 0.0 GM CL LEST 4 ®:°�' GC OL 7 H( PERF( r wDs^ 0" 0 0� SW MH KENNETH N 5 — ® n D"np D �s ppb 4 SP CH ' ■^�h SM ' .' OH 6— • b n D^ ^ SC s W ,pbb PROPOSED 7— * ry°�^ DEPTH TO DATE SYSTEM ° b D� GROUNDWATER 8— ° h ° 7b�` DRY 5/3/2002— _ r DRY 5/6/2002 GM/SM DRY 5/10/2002 j s TO SM / 10— p vb J M •b Db of � E-7953 •'• 0`4 04440�Rp�ofBgs�P��a �v SITE PLANT 1 "=100' 16— 17— 18— 19— PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ZACH GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1B DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 — ; ;° TIME (MINUTES) READING (INCHES) b 5/6/2002 1 — — 6" — 12— 13— b ;°;° 3 — — 6" — " h ° 4 — <1 0" 6" B.O.H. 6 — <1 0" 6" 15— 16— 17— 18— 19— PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: ZACH GALL COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: .rgPOF 4Z 4`S'if �d KND ENGINEERING ~•� 20441 PTARMIGAN BLVD. r ..:?49�.-:�:.,1�.. ..«.. =.;t`. EAGLE RIVER, AK 99577-8736 -e "9" '-, e,._r" svT-v va .r wl 'a'sa � rN'- '.�... d •••••M• � 0`LKenRnw:h MD u ��% Cf 7136; SOILS PERCOLATION TEST Performed for: F. Robert Bell & Associates Date Performed: 4/22/��'�r'�'� Project: Lot 10 McIntyre Depth I- 2- 3- 4- 5- 6- 7- 3- 9- 10- 11- 12- 13- 14- 15- 16- 17- 13- 19- 20- Org/SM — brown, sandy gravelly silt w/organics, moist seeps GM — med dense brown w/cobbles & boulders, wet ML — brown, wet GM/SM - med dense, brown w/cobbles & boulders, wet B.O.H. HOLE PRESOAKED PRIOR TO PERCOLATION TEST TEST HOLE # 99-10 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? YES What depth? 3.0 k APs) c Depth to water after monitorin NO Date 5/15/99 Reading Date 1 4/23/99 2 3 4 S 6 Gross Net Depth to Net Time Time Water Drop 2:00 - 7" - 2:30 30 min 412/16" 2 4/16" 2:31 - 7" - 3:01 30 min 412/16" 2 4/16" 3:02 - 7" - 3:32 30 min 412/16" 2 4/16" Water Added Percolation Rate 13.3 (min/in) Perc Hole Diameter—_k:— Test iameter6„Test Run Between 4 feet and 5 feet 1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined In the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of installation. Name of Firm Pannone Engineering Services, LLC Phone 272-8218 Address P.O. Box 102954, Anchorage. AK 99510 Engineer's Printed Name Steven R. Pannone, P.E. DateJg`�1 Engineers Comments: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with hIOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the rime of Ne test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there arc no hidden defects or encroachments. PES can therefore not provide any warranty for future performance nor give any estimate of how long the system will continue to meet the operational requirements of the MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized nor will it confer any legal right whatsoever. S. DSD SIGNATURE Approved for ---I— bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: f�/ /�� Original Certificate Date:l (nw. t tp5 Municipality of Anchorage • Development Services Department Building Safety Division — On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: DENALY BLK 1 LOT 6 Parcel ID: 050.731-53-000 A. WELL DATA Well type P- If A, B, or C provide PWSID # _ Well Log (Y/N) Y Date completed 6112/2002 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth 179 ft. Cased to 1�_ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 6/12/2008 7/23/2008 Static water level 20 ft. 27 ft. Well production 25 g.p.m. WATER SAMPLE RESULTS: Coliform:: colonies/100 mL Nitrate r5N mg/L Arsenic: N� ug/I Date of sample: 7/24/2008 B. SEPTIC/HOLDING TANK DATA Tank Type/Material ANCHORAGE TANK STEEL Date installed 6/21/2002 Tank size 12.50 gal. Number of Compartments 2 2.7 g.p.m. Other bacteria —®_ colonies/100 mL Collected by: !MIKE WEHR Cleanouts (Y/N) Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) NA Date of pumping 7/21/2008 Pumper JR'S SEPTIC PUMPING C. ABSORPTION FIELD DATA Date Installed 7/10/2002 Soil rating (g.p.d./fe or fe/bdrm)125 System type SHALLOW TRENCH Length 60 ft. Width 5 ft. Gravel below pipe 3.9 ft. Total depth 9 ft. Eff. absorption area 5�0 fe Monitoring tube Y Depression over field N Date of adequacy test 7/24/2008 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 12 in. Water added600 gal. New depthl§ in. Elapsed Time:1440 min. Final fluid depth 13 in. Absorption rate >= 800+ g.p.d. Any rejuvenation treatment (past 12 moa (Y/N & type) N If yes, give date D. LIFT STATION Date Installed "Pump on" level at _ in. Datum Size i7tWIloyd Manhole/Access (Y/N) "Pump 9T'1&9J at _ in. High water alarm level at in. E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 100+ Sewer /septic service line 25+ Animal containment areas 100+ Meets alarm & circuit requirements? On adjacent tots 100+ On adjacent lots 100+ Public sewer manhole/cleanout -EOr� Holding tank 100+ Manure/animal excrete storage areas 100+' SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10+ Property line 10+ Absorption field 5 Water main 50+ Water service line 100+ Surface water 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 20+ Water main 50+ Water Service line 25+ Surface water 20+ Driveway, parking/vehicle storage 10+ Curtain drain NONE OBSERVED Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are In conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone, P.E. Date 1-16�ia COSA Fee $ L4:7>o Waiver Fee $ Date of Payment 8J ,z/0 g Receipt Number ZFZ&j (Rev. 11/05) Date of Payment Receipt Number N tSleven R. •Pcnnoner�` �nt. No.CE 8149 f c FROM :KRPPEN F•IOMES FAX NO. :907-622-5586 Dec. 09 2002 10:36AM P2 C11 Q S 6p,61o4S N y (t)) ,6Gpb1 , . Em �C U V�. N W ` N s s 4 a� agswP YOZ 4A Ln 7.4 CL Z U FL YSn N"' O O 7. L1 pOj �(•{���\' N bT N .� ' _TAT Ar rAr lL;' o m Yoh' OreIf t'g x e$ �. fig.• �`�� i gyp[ n� O7 a01 i0, o-�, .0 Ar tA SL Orr W O •ix N 4~ 5• •f�� O1 1 o O 10 W t: 1 P I 1 I 1 1 1 � 1 U 1 1 0 N • 1 • m m 1 m Y 1 p 1 � v 1 m 1 2 -1 N O t I 1 )p 1 � 1 1 I I 41 ♦ 1 b fA0 � 1 N 1 Cn1 Cwt M rn 1 1 N N(1�p NN 8 I '1 �v • 1 v O 1 >: 1 M.1' I of '$Z A py fi s e � _Lo / 1 y 1 tE N t 83.0'Airrp �� n wr '0 •K b 6a0 Iii: 10 .Vu .ZL.vtI M.L9. Sa£S S W) • � A Y N W ` N s s 4 a� agswP YOZ 4A Ln 7.4 CL Z U FL YSn N"' O O 7. L1 pOj �(•{���\' N bT N .� ' _TAT Ar rAr lL;' o m Yoh' OreIf t'g x e$ �. fig.• �`�� i gyp[ n� O7 a01 i0, o-�, .0 Ar tA SL Orr W O •ix N 4~ 5• •f�� O1 1 o O 10 W MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251384 Parcel ID 050 -731-53 Legal description DENALY BLK 1 LT 6 site address 25656 BENDILENT CIR Expiration Date: 0 Current propertyowner(s) MICHAUD FAMILY TRUST X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: Original Certificate Date: 9/8/2025 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory X Arsenic Advisory Other Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-731-53 Complete legal description Denaly Block 1 Lot 6 Location (site address) 25656 Bendilent Cir Current property owner(s) Michaud Family Trust 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS Day phone 603-498-7504 3. TYPE OF WATER SUPPLY: * Private Well serving # dwelling units 0 Other Non-public well as regulated by MOA F-1 Water Storage M Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: X Private Septic F Private Septic serving 2 dwelling units F Holding Tank El Community Septic or Public Sewer 5. SEPTIC TANK: RN Steel E] Plastic R Concrete F] Fiberglass Age 23 - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: Fj AWWTS ❑ Bed F-1 Deep Trench FNJ Wide Trench El Seepage Pit Waiver request for: Expedited review requested: F Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $. � $ 0 Waiver Fee $ Date of Payment C6 12 5 12 s Date of Payment COSA # 0 s a 51319`1 Waiver # COSA Application—Apr2025.doc Denaly Block 1 Lot 6 050-731-53 1 3.3 6/13/02 179 N/A 179 2.63 26 8/13/25 Forge Engineering 20 8/13/25 48" 8/22/25 7/10/02 7.5 3.5 2000 8/13/25 no 8/13/25 31 X 776 27 1440 16 >600 47 16 31 60*5*3.89 = 1,167*0.4 = 466.4*7.5 = 3501 (2000 gallons max) 8/13/25 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT Cin -site Water and Wastewater section , x www.muni.org/'onsite Holding Tank Advisory Certificate of On -Site Systems Approval # OSC251384 Subdivision: DENALY BLK Block:1, Lot: 6 om The holding tank for this property is 23 years old. The average life for a steel tank is 20 years. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 30 year old steel tank MAY look like. IUlundeip lia �f r e 7- <4 1r' ® Development Services Depaftrndnt Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Bax 196650 Anchorage, AK 99519-6650 St y www.ci.anchorage.ak.us ' (907) 343-7904 eel." CERTIFICATE OF HEALTH AUTHORITY APPROVAL ?A FOR A SINGLE FAM ILY, DWELLING Parcel I.D. 050-731-53 HAAS 1. GENERAL INFORMATION Expiration Date: 'i / . % A.3 Complete legal description DENALY S/D; LOT 6, BLOCK 1; Location (site address or directions) BENDILENT CIRCLE *EAGLE RIVER AK Current Property owner(s) CARL KAPPEN & ASSOCIATES Day phone 622-5585 Mailing address P.O. BOX 220587 * EAGLE RIVER, AK 99577 Lending agency Day phone Mailing address - Real Estate Agent Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System IN Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and -as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate . for the number of bedrooms and type of structure indicated herein. t further, verify that based on the information obtained from the Municipality ofAnchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Address ':2! Uw. f'.iK l'; .h'll�t ', JV �' G:� «i ,'�.»r' C; 2: engineer's Printed Name Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outsidethe control of the evaluator of the system. Satisfactory test result's do not guarantee future performance of the system, nor do they guarantee that there are no hidden.defects or encroachments. AKWWC, inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal fight whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for Attachments: HAA Checklist Septic System Advisory Well Flow Advisory (Rev, 12/01] Phone' Date /2,�1},L L T � O" �X l7 •. — .Y " � -ay . � Si ........ ..... /. ... ..... ....... .... e re A. rness —7953 d�1aprofess�00_ bedrooms, with the fllowing stipulations: k��k%kL7;�fjr�� ASTE0 PR!�nwATF� JJJ�J IV,%liF�,liiyF� ��/lilt ll i! Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: /12llzu 9/30/02 4/9/02 DATE a auIvdif>tri8 ant DEL STREET ANCWORA()E. ALASKA 99502 PHM 243-4890 AS MXT PLOT PLAN 56-58 54-46 FLD. BK. i 0 w '0 CIRCLE_ 49m _BENDILENT a _ S 48°05'40'E 772.72'(M) is (BASIS) t72.6T' (R) Ll Ih R sT'sT ;1+ •� 0. FlamMp� 1�4r••� 172.67' (R) A•e l6' R•`+�0 IR1 20.23' (e) �• .'�i' 1♦ LS -5773 AVj, �••.. tAMO .: g 11,, Ev.a TOP" 15' T8E EASEMENTrJ �_ R -50W, aeTV P',ipp°���••• is+as'4 GWmiwR, NOTES: Easements not appearing on record subdivision YL> Q j plat era not shown unless description of casement is z 2I•Q ma'. N W provided by client It U the responsibility of the owner F or builder, prior to construction, to verity proposed lotSf bulling grade relative to finish grade and utilities m ne i r eD connections, and to determine the exletenee of any o h4.w cAwr easements, covenants, or restrictions which do not M 2pt 9' ocax $ appear on the recorded subdivision plat. Cb *0 o 6 Elevations based on assumed datum unless otherwise / N 8 Indicated, and beorings and distances are record data. STPC W D -FM IITTYPI P b CL{ENT. KAPPEN HOMES LEGAL DESCI MTM LOT B. BLOCK I, S 49133'53'E 292.83'(M) / DENALY SUBDIVISION S 49038'OI'£ 292.84' W / 5 RECOV. 5/8• i 7 RESAR (TYP) / PLAT NO. SCALE cRic 2000-i2 1"=40 SW 30 i 0 w '0