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Home My WebLink AboutCHANDELLE ACRES LT 16Chandelle Acres Lot 16 #051 � 063 � 59 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 * Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report SW99()(,52 1—tolp:s Permit Number: PID Number: -05 Name: Scott Hatteriburg Wastewater System: Q New 0 Upgrade Address: ABSORPTION FIELD 23800 Chandelle Dr., Chngtak, A,� 99567 p'Z?67)273-l83U(wk) No. of Bedrooms: 4 IfIDeepTrench E]ShallowTrench OBed OMound 00ther LEGAL DESCRIPTION soil Rating: U.45 Total Depth from original grade: 10.7 to 11.3 OPDISQ Ft Lot: Block: Subdivision: Depth to pipe toltom from original grade: Gravel depth beneath pipe 16 Chandelle Acres Approx. 2.7 Ft 7.0 Ft Township: Range: section: I I Fill added abovj orjJinal grade: Approx. raiel len IN u u 46 46 9 ?1 Ft. , , Ft, WELL: E3 New 0 Upgrade Gravel width: Numberoffines: 2.0 Ft 4 16 Ft Classification (Private. A.B.C): Total Depth: Casw To: Total absorption area: material: Class A 0213-80 (2) Ft. I Ft. 2,688 $0 Ft IpPiper AIMI D-11IM4 Driller. Date Drilled: SIM Water LOW: Installer. Date Installed: I Ft. Owner iSee Remarks Yield: I Pump Set 8': I Catimig Height Above Ground: TANK GPM Ft� Ft. SEPARATION DISTANCES X3 Septic E3 Holding 0 S.T.E.P. To S*pIk: Abik,nition Let HMInQ Public/Privats Manufacturer. Capacity in gallons; From Tank Field Station Tank S., Lines Anchorage Tank 1250 Well- Material: Number of Compartments: 12 315' 3UU' n/a n/a 301' Steel Surface LIFT STATION Water lioul 3u(I 1 n IS n/a Lot 59' 29' 29' Size in gallons: Manufacturer. 1 Line n/a n/a Foundation "Pump on- level at: -pump ofr level at: High water slam at: 61 n/a n/a n/a Curtain n/a n/a n/a n/a n/a Punip Make & Model I Electri i ispections performed by: Drain Remarks: (1) Septic Tank & Piping to Field #1 BENCH MARK Location and Description: installed 6/12/99; Field #IN & IS installed top of concrete slab at garap,,e friandoor sill 6/17/99; and Field 42:1 a 2S installed Assumed Elevation: 9/15/99 91J.17 (2) llotiqe served by exlstinf� Class A water system ADEC #213-807 0 AA44 -ICA 0*0* A % 4 h Inspections performed by: Steve ChrOni6k P.E. Dates: JSt6/12/99 6/17/99 (1) 2nd a STEPHEN W.0 NtC 0. 3rd (1) .... -%. CE4 2115/9,9 Department of Health and Human Services approVa Reviewed and approved by.,,�,�. U_- P-6 Date: nZ7zTel _yj 72-013 4A. 91111) MOA 25 % k 21 110?_ f .113-W7 m *m TW Wr 50FAD Ur WS AF213-M7 TW Lor SD?KD By WS AF213-W7 E E�_ I zo, 70, / oil\ it _j �_CHANqME -ACRES. �wr Ile 0 m mu Im Lar sEftw vy � f2fi-W7 11021 W11 1111W.-20- 07 AaWDC�D LEAW nUD 10�1 m mu nos Lar S� By � 1213-W7 ;0, -,a f,- OF . F. . W t2l CUS89 0 LCMF Incorporated LOT 16 CHANDELLE ACRES SUBDIVISION A "bsidiary of Ukpm#Lik fAupW CaqwWi� SEPTIC SYSTEM ASBUILT Andm AkII&A (W) 5=-1&30 90.0w Akmw (W) a52--8212 (47— DATE: 10-25-99 1 DRAWN BY: SHEEr. I OF 2 SCALE: 1 " - 100' ICHECKED BY: W.O. No: PLaMNG DATE: 10/25/99 (08:5a) AUTOCAD DRAWNG NAME. CIASB.DWG MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial t -i f ry-% Lo - t1q -Ck OX Lln'4 Date Issued: Apr 06, 1999 Expiration Date: Apr 05, 2000 Permit Number. SW990052 Parcel ID: 051-063-69 Legal Description: CHANDELLE ACRES LT 16 Design Engineer 0064 Environmental Management, Inc. Site Address: Owner Name: Scott L Hattenburg Lot Size: 43000 SO. FT. Owner Address: 23832 IMMELMAN CIRCLE Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK. AK 99567-5566 This permit Is for the construction of: [�] Disposal Field [?] Septic Tank Holding Tank E] 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907)343-4744(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. Received By: Issued By: �m Date: Date: 9 9 February 9, 1999 Municipality of Anchorage Department of Health & Human Services 825 L Street, Suite 502 P 0 Box 196650 Anchorage, Alaska 99519-6650 LCMF Incorporated A subsidiary of Ukpeapik Idupial Corporation 139 East 51st Avenue Anchorage, AK 99503 Voice (907) 562-1830 Fax (907) 562-1831 Re: Application for Construction of Onsite Wastewater System Lot 16, Chandellc Acres Peters Creek, Alaska Dear Sirs: We have prepared and submit herewith an application for a permit to construct a new septic system on the above-referenccd lot. The application is for wastewater only. The property is served by community water system ID 213-807 whose well is located on lot 14. A site plan dated 11/23/98 at 1:30' scale; a layout plan dated 11/16/98 at l'!=100' scale; and a septic detail plan dated 11/23/98 at 1:20' scale were prepared and are attached herewith to show the new system's layout and its relation to the existing wells and septic systems in the area. The original site is generally described as an approximate one -acre lot originally heavily treed with birch trees. The lot is gently sloped at an approximate 13% natural slope from the back of the lot toward the front of the lot which is bounded by Chandelle Drive. Two soil percolation tests were conducted on September 5, 1998 (Testhole 1) and November 1, 1998 (Testhole 2). Two 16.5 foot deep perforated monitor tubes were installed on October 2, 1998 and were monitored until November 1, 1998. No groundwater or bedrock was encountered. Soils encountered in the desired percolation zone between a depth of about 3 feet and 16.5 feet are described as a uniform, homogeneous layer of dry hard silty -sand (SM). Soils appear to be uniform across the site. The calculated percolation rates were 53 and 40 minutes per inch for TH I and TH2 respectively. This lot has substantial space for the required and several alternate absorption systems. The Owner proposes to install two complete absorption systems. The proposed two absorption systems are located downslope of the proposed residence and will operate by gravity. In addition, adequate additional space is available on the south side of the proposed residence. The reserved space is upslope of the proposed residence and can easily be fed by a lift station at a later date if required. Based on the need for four (4) bedrooms and an effective depth of 7 feet and a required application rate of 0.45 GPD/SF the required trench length is calculated to be: t Page —2 - Municipality of Anchorage 2/9/99 Area = (4FIR)(150GPD) _ 1,333 SF trenches (0.45GPDISF) feet. Trench L -- (1,333 SF) (2 Sides)(Teffective) The probable impacts to adjacent properties is as follows. = 95.2 feet, say two at N Wells. A "Class A" community well (ADEC water system number 213-807) is located approximately 300 northeast and cross -slope to the proposed septic system. The Class A well serves 7 lots in the area including Lots 14, 15, 16, 17, 24, 25, and 26. Three residential wells located on Lots 9, 10, and I I are located approximately 300 feet east and up-slope of the proposed septic system. These three wells are upslope from the proposed septic system. The other adjacent residences located downslope of the proposed septic are served by the Class A community well. The proposed location of the septic system is in compliance with current MOA and ADEC regulations for setbacks between wells and septic systems. Wastewater Sistents. The proposed septic system will have no impact on adjacent properties wastewater systems. Reserved Space. The proposed septic system will not adversely impact adjacent properties reserved space. A well is not proposed on Lot 16 (this project). Therefore, setbacks to adjacent properties' septic reserved space will not be affected. The proposed septic system could preclude installation of new residential wells on the front 20 feet of Lots 24, 25 and 26. However, Lots 24, 25, and 26 are served by the Class A community well at this time. Drainage. The probable impact to adjacent property's drainage will not be affected by the proposed development. The proposed septic system will not change natural drainage patterns. Please also note that the Owner has requested approval system. See the attached letter to the MOA dated 10-1 -98 please feel free to contact me at 562-1830. Sincerely, 6ir�e�go Bowdish, to construct his own septic If you have any questions, � , �CO F �Ai - t CC. Scott Hattenburg, 23832 Immelman Circle, Chugiak, AK Attachments: Percolation test results (2 pages) Septic plan sketches (3 pages) Letter dated 10- 1 -98 (1 page) Af. tSLIIVIOUSF;m�hrld� i9of LCMF Incorporated %a )N RUNWAY ---C-H-A- -N-D-E-LL-E- ACRES -------- -0-T-1-6 I� I_ � - , --A - —. PA'ID PAwN" —95.-0 fil- Fmmt) - -4N'-� - -7, 2 F 1 -6 —to� — — — — — — — — — — — — — -- -kl- - — — — — — — — — — — — — — — — — — — — — — — — -- — — — — At i — — — — — — - kv -7 AML J'w mw CH P70 CHAND)�LLt- DRIVE. K COM e;q, .......... 4"', 0 1 c LCMF Incor LOT 16 CHANDELLE ACRES SUBDIVISION zorated I A "sidiary of Ukpm" , Corporation SEPTIC SYSTEM ASBUILT kwharogs. Al=ku (9M 562-1&10 1 Dmium. AkmW (9M 852-8212 DATE: 10-25-99 1 DRAWN BY: SHEET. 1 OF 2 (74) SCALE: I * - 30' ICHECKED BY: W.O. No: PLC`MNG DATE: 10/25/99 (12:59) AUTOCAD DRAWING NAMr-' ClAS8.DWG A 'Z L aj,-, '411 0 0 M.r ILM 4 Ile.. 0. til v It C-0. L4 H.r. 1 -3 IA "e- o. '2 101 4 0 HIr ri 94 03 u IL IAj -� t I 46 VJ IL Li f p IaAIVA t4t*1 -Ilr)g 11 H �j %K .;E co c lo I SA rnl co R1w, 4.71 IX I Ul Lh Inc r7 rf LI IA M c) 0 M (D Z" 0 cn a a C) co C) 0 a > Ir A. -n t tin N C� 02 -9t li cq -t N1 im 0 0 W a CUM C" Cn 0 -4 :14 -q -4 IA M c) 0 M (D Z" tA Ir A. -n t tin Flj- coh"Aff WELL L#,E-,, NO WU INS LOT SVMDBrn.4213-807 w WnL 7� Lor scw�D BY ws jfvj�w? L 'PO IF 71-�,_C�N�� ACRES ----------- � ---------- - ZONVC AND SETB� LWE t Lor No *VU Tw Lor SOMP By WS 1213-807 SONED By � j2tJ-W? 40" FloAM lit=tooj * r - F cmL' ' , CE -E 0 ---------------- coh"Aff WELL L#,E-,, NO WU INS LOT SVMDBrn.4213-807 w WnL 7� Lor scw�D BY ws jfvj�w? L 'PO IF 71-�,_C�N�� ACRES ----------- � ---------- - ZONVC AND SETB� LWE t Lor No *VU Tw Lor SOMP By WS 1213-807 SONED By � j2tJ-W? 40" FloAM lit=tooj * r - F cmL' ' , CE -E I CO. goo f - - - - - - - - - - - - - - - - - - - ----------------------------------------- CHANDELLE ------ ACRES ------------------- Appiro"AE. ------------- ------------ �Am ---------- --------------------- gww ----- -- ------- 3,310-.',l PAWD PAftT4 ------ - ------- --------- - ------------ -- ------ - !-, 2-1t ----------- -- ---- ---- ------ -------------- ----------- ---------- - --- - ------------------------ ------------- - — — - — — — — — — — ------------ ----------------------------- ---------------- ------ ---- ----- ------------ ---------------------- -------------- --- --------------- 1. ----------- ----------------- -- ----- ----- --------- I ------- -------- ------------------- -------------------- - ---------- ------------- - ---------------------- ----------------- ------ .., ------------------- OF — – — – — – — – — – -- xril,;O�W444r mS iTs MAW M.y L B..Ah CE -8060 Lo� LEVO.- :-W-x -------------------------- PAVED PARKINC ;�,m 4 / ------------------------- -------------- 77 -- v� - - - - - - - - - - - - - - - - - - - COACRM 'PAD 70 W ---------- ----------- L4 gr'. --------- -7� - - - - - - - - - CAW' —t4 12W Cq, rw-_x a- DA) ----------- : CO Mr) 0 - - - % " I OOL CO -------- z UO m -------------------------------------- ------------------------- ------- Q) ------------------------- ----------- --------------------- - ------ --- - - - - - - - - - - I ------------ I I --- -- K ................................................ - ---------------- - --------- i ---------- ---- ----------- ---- --------------------------------- ------------------ I -- I-------------------- ---------------- -------- Co 1DETwAl L CE- 0 0� WNFIncorporate PERFORMED FOR: LEGAL DESCRIPTION: -rg-J- 0 F-DE-PT—HT-- m NL Sails Log PercolatIon Ted DATE PERFORMED: Lo 7- Ar rA4r7de1& odr�"-S' SLOPE SITE PLAN j3z&.j)J CcAe m "A,1 mmmmmmmmmm Date Gross Tkno It Depth to Water Not Drop mmmmmmmmmm clls-lfg, 1: 2 C) F. -f 13 (c mmmmmmmmmm If 16:39 14 tA 9/1 f, mmmmmmmmmm 5:49 1,0 P/0) :2 V15 all t, mmmommommm H14 7 4w 5114, mmmmm"mmmm mmmmmmmmmm J/,/ 2. V2. 1 1 mmmmm=mumm IV � MMM*0990 mmwommnmnm mmummmommm Y, , mm 7 L WAS GROUND WATER ENCOUNTERED? L c 0 P IF YES. ATWHAT DEPTH? E 10 Date Gross Tkno It Depth to Water Not Drop 12 clls-lfg, 1: 2 C) F. -f 13 (c If 16:39 14 tA 9/1 f, 0 5:49 1,0 P/0) :2 V15 all t, is I ---- � -1 , I Bor or 17T I P 0 Lr - lei I COMMENTS: Readng Date Gross Tkno Netnme Depth to Water Not Drop clls-lfg, 1: 2 C) F. -f (c If 16:39 - lo A4 m tA 9/1 f, 0 5:49 1,0 P/0) :2 V15 all t, H14 7 4w 5114, J/,/ 2. V2. 1 1 7 IV � I Y, , PERCOLATION RATE S (rrilmstesAnch) TESTRUNBETWEEN 6 FT AND 5.5 FT I I /I/qE3. NO GIE0040 WAT1542�, PERFORMED:Y: DATE: 1(/I/qg CERTIFIED Y: DATE: Aq hr, -5. MWIncorporated A 19 Solis Log 19 Percolation Tog PERFORMED FOR: DATEPERFORMED: 11-1-729 T14 -.2- JonWelle, Xcr-9s LEGAL DESCRIPTION: /�o lea ch SLOPE ToF501L., DEPTH (FEET) ZMAM VAIM 2 WAS GROUND WATER ENCOUNTERED? Lin L 0 ��Kqm 3 00own IF YES, ATWHAT DEPTH? E LIM "M 0 N-2 M 4 SLOPE 7 ZMAM VAIM vJ/ 61"VEk' WAS GROUND WATER ENCOUNTERED? Lin L SLOPE 10 12 13 14 Is SITE PLAN 7 ZMAM VAIM EAFM WAS GROUND WATER ENCOUNTERED? Lin L 0 ��Kqm P IF YES, ATWHAT DEPTH? E LIM "M 0 N-2 M LWA?Zm 0 WT -W 10 12 13 14 Is SITE PLAN 18 1 1 COMMENTS: 4 = PERCOLAT10N RATE 24 C) (rrdmdesAnch) TEST RUN BETWEEN 6.0 FT AND &o,5- FT :Pflup-m wof�. Vj2gse-&ggtq 'Ij Ars. 7:0.42TAUVO eaaotujo WA.Tr4e. PERFORMED BY: DATE: CERTIFIED BY: rnzq� XF DATE: ZMAM VAIM EAFM 1�. MOM ��Kqm M�Wwvw� LIM "M 0 N-2 M LWA?Zm 0 WT -W ��Wmw m-mEms Lmwm� 18 1 1 COMMENTS: 4 = PERCOLAT10N RATE 24 C) (rrdmdesAnch) TEST RUN BETWEEN 6.0 FT AND &o,5- FT :Pflup-m wof�. Vj2gse-&ggtq 'Ij Ars. 7:0.42TAUVO eaaotujo WA.Tr4e. PERFORMED BY: DATE: CERTIFIED BY: rnzq� XF DATE: February 9, 1999 Municipality of Anchorage Phone: 343-4270 Department of Health & Human Services 825 L Street, Suite 502 P 0 Box 196650 Anchorage, Alaska 99519-6650 Re: Owner Construction of Septic System Lot 16, Chandelle Acres Peters Creek, Alaska Dear Sirs: This serves as my formal request for the Department's approval to permit myself, the Owner, to construct a septic system on the above -referenced lot. I am a licensed professional engineer, and own a John Deere 450C Dozer with a backhoe unit. This piece of equipment is well suited to construct a septic system. I have two months experience operating this piece of equipment, and I am completely comfortable with my ability to properly construct an approved septic system in accordance with MOA regulations. I will be attending your excavator's seminar on February 24, 1999. I look forward to your favorable reply. If you have any questions, please feel free to contact me at 562-1830. Sincerely, 7 Scott Ilattenburg, P.E . Lot Owner, Lot 16 Chand Ile Acres Subdivision 23832 Elmmeman Circle Chugiak, Alaska 99567 Phone: 562-1830 work Fax: 562-1831 fax Cell: 229-6882 At. ISLINIOUSEImmlirl.dw