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HomeMy WebLinkAboutNORTH SLOPE #2 BLK 6 LT 2North Slope #2 Block 6 Lot 2 #050-581-02 C Municipality of Anchorage Development Services Department Bulling Safety Division Onsite Water and Wastewater Program. 4700 S. Bragaw SL P.O. Boa 196650 Anchorage. AK 99519-6650 Page of www.ci.anrhorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. - ,l PID Number. 09p —Se f —o Nan. Rr- 4 Wastewater System: ❑New Upgrade - Aeb... , 31100 l3cccGTe /Je,:T ABSORPTION FIELD w.ro., a e.eam. p� Oo..Ptt�sWa.T..nd,❑e.a❑Mww ❑oaw LEGAL DESCRIPTION Sol Pana 6.(p Tam own ap.r fl•a•' f S dPnFd . fl. Lan Ilk"8aad.a41. 6 D.P. b Pa. O.rbn hmrw¢W p.a. Grww asPm aaw•m piP. 1 "t Voice- 12- T---" It� Fa alasa.00.. wyq y.e.X, Gr Lwgm. Well: [I New [3 Upgrade r..w wam. Mnoara ar. Z paaia.Mwan rn.. fl. /p fl C&...acwae(P .A 6. C): Tom D.am Cres b. TP aiwim wN 7 PV. Mawm /C. A. fl 5-bfl' Draw Da. Dru.1 Smc Wrr Mnv mraw o- D.M.mrW n 6 0 Y. Paaa C rig Mig lea..Ga �X'OM/ OS TANK dPMoeta fl fl SEPARATION DISTANCES (Septic ❑Holding ❑S.T.E.P. ❑Other. To Fmn Septic Tank Absorption Field Lift Station Holding Tank k/private Sevum Lim °°'•" ,er• 1e.!'/','c-J 12 cr. W" l DS l (co lv A N/4 1V /A curt a waw � A N /i N Ar NI %l LIFT STATION LO Lkw , /D >10 PJ /A //A • ow .avw -- Fwie.nbr /5- 7h wN, /V16 9unW an•WNM •P� WY w N�w4,aWlna "V//", AFh. fI1 P� Mw.. Maa.i E»PnoY m.a.aa« ,loft .a w s�r'rc� iv.,e � , .,, i' • Y:'; t :3.t BENCHMARK oa ei o �.� . . lnaam D..aro =� /Ye- aween. P��• OF A�q��l P, P 177L- Dates: 10 s2 Inspections performed by: pan r -e 16 2ne r Jr: �{ T ti� 010.... :.... y. Developme t Services Department Approval A �;. DANIEL D. I'; 7923 Reviewed and approved by: Date: 91 ? Pr"fiS4t�" t NOTES 1. DATE OF SURVEY: 9/17/84 BY RICHARD HANKINS LS , SWING TIES TO NEW IMPROVEMENTS 2/25/04 2. NO WELLS WITHIN 100' OF PROPOSED INSTALLATION LEGEND OHE LIGE S WS Overhead Electrical Underground Electrical Sewer Service Lines Water Service Lines Dirt Driveway Clean Out (Proposed) Structures Wells (Existing & Proposed) W SEPTIC SYSTEM DESIGN AND INSTALLATI01�\ PERC RATE - 23 MINANCH SOIL LOADING - 250 SF/BR (ANC CODE 15.6�VI50 TABLE 1) 3 8R, 750 SF REQUIRED \ 5' NIDE TRENCH, 3.5' GRAVEL, RF -.54 (750 SF)/5' X .54=80.8 LINEAR FEET LOWER RUN INSTALLED O 39' UPPER m 43' EDGE OF SLOPE 1YP O D• XISTING BED SYSTEM R�0 --TO BE ALTERNATED PERIODICALLY ��� •rte PPROXMI UTS OF D7R18 `�• •:....: +� DRIVEWAY AREA .SEASONAL DRAIN�4GE ./""' T� ONNECT TO EXISTING UNE O CLEANOUT I APPROX 8' DEEP TWO WAX SPUTTER TWO WAY ZAN OUT CLEAN OF ' /tea c•:: \• ..::,. r AAAA. .... ........ L 3 BR HOUSE 91T U 4E A 94' 116' B 79' 102.5' C 100' 110' D 87' 95' G 72' 93' Y 15' 46:5 Z P. S • 7.P 3 C TEST / \ _1250_GAL SEPTIC' PREMIER PLASTICS a``�`�a — 4' DEEP MIN ..� Z eT BULL RUN VALVE ,r '4:� 'F, A(,q P I 1 E MONITORING WELL BOTH ENDS B41*1IELD!rl ING WELL �,, DA CLD•28) 0 DAME I mvsoxs wows 1 4 R «I SDA R,.4wm• DANIEL REITZ 31100 KE04EY POW COW EIDE BAER. NASI�A eY5]] (Ma]I ss.-azJJ RECORD DRAWING RE�RE C E 31IN YP JItOO BEEp1EY POxIT CT EAGLE RIVER. AK l.J n RLE M G D9CANE-. ,n -b CLEANOUTS PER MOA SEPTIC TANK CLEANOUTS INSULATE UNE LWTH 2' THICK BY 4' WOE BLUE BOARD CONNECT PER EIS SITE PLAN1 BULL VALVE- SECOND UNE TO E70STING SYSTEM DISTRIBUTION LATERAL INVERT ELEVATIONS UPPER - EL BEGIN .97.14'. END -97.14 LOWER EL BEGIN -94.41' . END -94.41' SEWER SERVICE LINE 4' ASTM 3034 PVC PIPE S£PT1 TANK INVERT IN 111.9 INVERT OUT 113.6 NOTE BASIS OF ELEVATION-TBU NAIL IN TREE WITH ASSUMED RELATIVE ELEVATION OF 100' DRAINFIELD 3/4' - 3' SEPTIC ROCK-" PROFILE NTS TOP INSP 09H PIPE EL.99.74 LOWER EL -101.97 UPPER GROUND O MSP PIPE EL -96.74' LOWER 100.97 UPPER MSP PIPE EL�91.0' EL -90.90 LOWER (WATER 1' + EL -93.64 UPPER (WATER 1' + BOTTOM OF INSP WELL EL- 76.0 NO WATER ir. OF A(qS j .49 . . .... ....:.A bkllELD oto.792821 DANIEL REITZ PE PROFILE RECORD DWG I CML ENCIN�ER REITZ RESIDENCE �J 31100 BEECNEY POINT CT 31100 IEECNEY POM COWL EAGLE RIVER. AK E/GE b.ER NN/]SsWw�� w0]] (90]) w+a]36 p1AW 9V: ern DATE. ]/]!NI F" "N - wIA MR IT�kEn MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW040349 Legal Description: ]NORTH SLOPE #2 BLK 6 LT 2 Design Engineer: 0000 None Required Owner Name: DANIEL AND CHRISTINA REITZ Owner Address: 31100 Beechy Point Court Eagle River. AK 99577 - 51x9 19Qa Date Issued: Aug 18, 2004 Expiration Date: Aug 18, 2005 Parcel ID: 050-581-02 Site Address: 031100 BEECHEY POINT CT Lot Size: 239207 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑✓ Disposal Field Q 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. Received By: Issued By: B. Covered, sealed, and heated to prevent freezing. Date: Municipality of Anchorage -- Development Services Department Building Safety Division On -Site Water and Wastewater Program s.,... 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519650 www.muni.org/onsite (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ' - f�')P)l - nrg • Permit Number SW Propertyowner(s) DA iiet- ; CHKLCTIMA FZEIT? Dayphone 7_29-3!;'D5' Mailing address (1) 311 b o do FGHtY 10c, i rvT C.7- Mailing T Mailing address (2) C A&I t= tfr vEK Ar— Zip Code ')'26'77 Legal description (Lot,Block &Sub'd.)Alnfk\h fikn", SAVlteP bccA,(o LflLe-)? Legal description (Section, Township & Range) Lot Size [a2��?�1 Acres q.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade m THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwe!jing and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: #3a Waiver Fees: Date of Payment: a S . Date of Payment: Receipt Number. 5t371 Receipt Number: (Rev. 12100) Daniel Reitz, P.E. 31100 Beechey Point Court Eagle River, AK 99577 August 4, 2004 Municipality of Anchorage Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 2 Block 6, North Slope Subdivision #2 It is requested that you issue a permit to install a septic system to serve the 3 bedroom home on the referenced property The proposed system is an upgrade to the existing system which will replace the existing 20 plus year old steel septic tank with a polyethylene tank and expand the drainfield by developing a second field. The existing field will be lett in place and may be alternated into use in the future. Three test holes were excavated and a percolation test was performed. The location of the test holes is shown on the attached site plan. At the time of excavation no ground water or evidence of ground water was found. The installation should have no adverse impacts on neighboring wells, septic systems, reserve areas or drainage patterns. All neighboring property wells septic systems or reserve area are estimated to be greater than 500 feet from the proposed system. The construction of this system will not prevent any future development on any of the adjacent properties. The system shall be constructed using the MOA Typical Wide Drainfield Requirements and Specifications as attached. If you need additional information, please call me. I can be reached at 729-3509 (day) or 694-8238 evenings. !Vincc� Daniel Enclosure Daniel Reitz 31100 Beechey Point Court Eagle River, AK 99577 August 4, 2004 Ms Julie Makela, P.E. Municipality of Anchorage Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 2 Block 6, North Slope Subdivision #2 Dear Ms. Makela: This additional information and revised design is submitted in response to review comments by yourself on 8/10/04. The following is presented to address the review comments: 1. A monitoring tube was inadvertently omitted when digging the original test holes. It is proposed to install a monitoring tube at the time of system installation. Again, no ground water was encountered in the original test holes. 2. Limits of the dirt drive way are shown on the site plan as a hatch pattern. This is to be future limits of asphalt paving of the drive area. I am intentionally moving the location of the septic tank out of the driven area to prevent potential problems. 3. The drain field cleanouts and monitoring tubes are shown on the site plan. 4. The drain field has been reconfigured as two runs of wide trench with 24 inches of effective depth. A more accurate layout of the system including 10 foot separation is shown on the site plan. 5. My registration renewal has been submitted to the state. However it will take some time to receive it back and I need to expedite the process for summer 04 construction. To expedite the permitting process, the design and drawings have been reviewed and stamped by a different Alaska Civil Engineer. If you need additional information, please call me. I can be reached at 729-3509 (day) or 694-8238 evenings. ZSincer y, 1 Daniel D. Rei Enclosure NOTES 1. DATE OF SURVEY. 7/25/04 2. NO WELLS WITHIN 100' OF PROPOSED INSTALLATION 3. GROUND WATER MONITORING TUBE TO BE INSTALLED 11' DEEP AT SITE OF TPI LEGEND OHE Overhead Electrical LIGE Underground Electrical S Sewer Service Unes W 5 Water Service Unea n — — — — — — Dirt Driveway Clean Out (Proposed) \ Structures Wella (Existing k Proposed) / SEPTIC SYSTEM DESIGN / PERC RATE so 23 MIN/INCH SOIL LOADING x= 250 SF/BR (ANC CODE 15AQ60 TABLE 1) / 3 BR, 750 SF REQUIRED 5' NOE TRENCH,,"- GRAVEL, RF -.70 \ / (750 SF)/5' X .70105 LINEAR FEET USE 2 RUNS 0 53 LINEAR FEET / �—EDGE OF SLOPE TYP BED SYSTEM R1OO'O' TOO BE BE A ALTERNATED PERIODICALLY • � .... "::::"��� PPROX LIMITS DIRK DRIVEWAY AREA �r• +� tJ1AGE OFEASONAL ORA[ I ONNECT TO EXISTING LINE O CLEANOUT �• : ,::.,t. ,. •; v APPROX 8• DEEP / 0 H p': • X�REMOVE EXISTING TANK FILL AND COMPACT SOIL / RESURFACE DRIVEWAY AS �... EXISTING. COMPACT y� BACKFILL / �....... ....... Lt BY MACHINE IN NO MORE AN / .:..'. 12• LIFTS. 9� / 3 BR HOUSE :....: ::•:•::. t IS IS / CAUTION OCAAMrCONNECLT(5-EXIS NG S WEIR UNDERGROUND —71N . ABANDON EXISTING LINE 1N PLA E T TEST ELECTRIC AND TELE / MON O.—._._._....�'� BE \ EW 1000 GAL SEPTIC 1� PREMIER PLASTICS, INSTALL A \ v L 4DEEP MIN • TALL=BULL'_.YAI.-K' ' Also • E +% * U • * VEL SITE, INSTALL 2 ROWS O 53' LONG, 5' WIDE ENCH / 24. OF DRAINFIELD ROCK BELOW PIPE, INSTALL 30• DEEP MIN WITH ;0•••0 •• •••• '•• 2• BLUE DOW INSULATION OR COVER PER MOA E TRENCH X•• •�� • ••• ,,,, „ P FICATIONS AND DETAILS. // �; ; D J. WAGN •: i IiMo•., CE 9148,,: ���r 1 �1F0P06 4QiESSIOM�+t+ {.A µ �I" RDA .w DANIEL REITZ SITE PLAN RER2 RESIDENCE 71100 eEECNEY POM CT 31100 NEECCHEYY FaIwT Com EAGLE RIVER. AX IAGIEASK (907) 99. ,&99577 DRAIN EY. MR DATE' ��/7�AI AAd1s rK RAPD N/A ScAIE; 1 �b''� *W K 91EE15_ CLEANOUTS PER MOA SEPTIC TANK CLEANOUTS ATE LINE WITH K BY 4' WIDE BLUE BOARD PER L BULL VALVE- SECOND LINE TO EXISTING SYSTEM PLAN =1 r_ INSPECTION PIPE SEWER S 4' ASTM SEPTIC TANK- DRAINFlELD 3/4' - 3' SEPTIC ROCK—// 6' MINIMUM TO IMPERMEABLE SOIL LAYERS OR TO BEDROCK PROFILE CAPPED 4' INSPECTION PIPE PERFORATED IN SEPTIC ROCK. SOLID ABOVE 30' COVER MIN W/2' DOW BLUE BOARD INSULATION COVER SEPTIC ROCK WITH FILTER FABRIC 2'CRAVEL OVER PIPE - 4' DIA. PERFORATED PIPE LAID LEVEL. WITH RATIONS DOWN Rf�alus ALONG DANIEL REITZ PE CML ENCIN[ER 11100 INTCMEY POv.N�E CART v'r(W1) *6, / A 05)7 30" MIN COVER W/2' INSULATION 4' MINIMUM SEPERATION DISTANCE TO GROUND WATER TABLE PRINU AND li EWN WrAJ 111111111t IIIIIIIIIIIIIIIIIIX am BECHILY Pm or 9A" ■0% ML DRAM eH, C+ DATE ?ZM/04 FILE NAME: SIA SCµl; MI5 36' MIN FLOW FROM HONSF CLEANOUTS— PROVIDE CAP AND INSTALL CAST IRON BOX FLUSH TO SURFACE INSULATION 4' IN DRIVEWAY 3034 PLASTIC PIPE 2x SLOPE MINIMUM TWO COMPARTMENT SEPTIC TANK PREMIER PLASTICS 10DO GAL 10' MINIMUM SECTION LEND BEFORE INSTALLED ON 80TH INLET AND OUTLET OF TANK FERNCO COUPLING (OR EQUAL) TO PROVIDE SMOOTH TRANSITION NOTES: SOLID PIPE WITH NO JOINTS TO SPAN 10 FEET FROM INLET AND OUTLET OF TANK ONTO UNDISTURBED EARTH SLOPE TO DRAIN 36' OF; • Y�1 , J. WAGNER CE 9148 SEE 2' EXTRUDED POLYSTYRENE INSULATION 4' IN DRIVEWAY. 4'WIDE 36' 36' 3034 PLASTIC /421 1% SLOPE MIN BACK FILL HOLE IN 16' LIFTS r COMPACTED BACK FILL MUST BE MOUNDED 4' TO 6' TO ALLOW FOR SETTLEMENT. PROVIDE GRAVEL SURFACING IN DRIVE AREAS SLOPE TO DRAIN TRENCH SIDES SHALL BE SLOPED AS REOUIRED TO PREVENT ENCAVEMENT BACK FILL HOLE WITH EXCAVATED MATERIAL COMPACT BY MACHINE IN NO MORE THAN 12' LIFTS. DANIEL REITZ PE SEM TANG DWAL A7M CML ENGINEER ADT 111 Q 71100 111 K POW R 71100 S[LCI[Y •0•R COIMIT w!< 71ok AK u+xt (rat e.heiiawen DRAM er.M�jICAR ZZM/0• RP MA•IE- MIA_ SCALL "m Municipality of Anchorage Development Services Department Building Safety DNlslon �r Onsite Water and Wastewater Program 4700 South Bragaw St. -� P.O. Box 196650 Anchorage. AK 895798650 www.muni.orgronslte (907)343.7906 Performed For. Legal Description. TPI Depth Feet 1- .� P,��•OF A[gs�8t ,1E INe •,• ,* : a T .. .. . ....... .. .. =• DANIEL 0. ITZ �� Ir�6%rf.: No. 7928 .� Soils Log - Percolation Test REIT2 IZCSrDCNCE Date Performed:_ 71iyloS/ L oT -,I 8 K b Township, Range. Section: ILfrj, k I I . S c= C- 3Z Skx1w CM. pan 2- ANor AoA,r" a a- W 16-A,4SV Fl. 5- /30,oL JrJ . WAS GROUND WATER ENCOUNTERED? IND s IF YES, AT WHAT DEPTH? L ter Depth to WaAfter o P MmhorYq? ENO rrl.dl)•sl ND (Sp-ov�/n W AT-0- t^1COvNiG72CD Reading 1 1 1 1 1 Date: Date I Gross Time I Net Time I Depth b Water I Net Drop PERCOLATION RATE PERC NCIE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS TEST PT OPV LY PERFORMED BY: _ �ffn//E(_ AF172 CERTIFYTHAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE., DATE: IF Municipality of Anchorage,0�1, GINEEF{ L .� Development Services Department ! ; a9 , Building Safety Division • • • , • , . OnSlte Water and Wastewater Program 4700 South Bragaw St. . • • . ,� ..... _ P.O. Box 108650 Anchorage. AK 89519-8650 • x DANIEL D. R , ww 907) 3 3.7904 ita �' No. 7928 (907)343-7904� %'. i \ Soils Log - Percolation Test tltl9f�Pg�—`~ Performed For. R F) T 2 Rt S 0PC N(Date Performed: 7 %Z 0 Leo Description: S . 0 Ija, /,vT 2, 13X -(p Township, Range. Section: T14YA/ r 9-16, St=C 3Z Slope Site Plan TPL Depth 4,IX1,An 1 Cc, ,Z) SAA(OY g oAm 0 &,(AVCL PR o w'J . 9- 10- 11- 12r 13 WAS GROUND WATER ENCOUNTERED? O e IF YES, AT WHAT DEPTH? L Depth b WNW ARK O MK+IKwro? E Dole: tNV r.I�. p Ill PERCOLATION RATE (m••e•NrA) PERC HOLE DWAETER COMMENTS TTEST RUN BETWEEN FT AND FT EST' i�IT e)&jLY'. PERFORMED BY: Djbt=L FGLiL, CERTIFY -THAT THIS TEST WA PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: OI OF Al S Municipality of Anchorage y;'( -N IN Development Services Department k• : a THcf Building Safety DMsion y,r On -Site Water and Wastewater Program 4700 South Bragaw St. ... .� P.O. Box 196650 Anchorage. AK 99519-6650 tU HE D. 'Ck- www.muni.org/onsiteNo. 7928 (907)349-7904 d' : \ r Soils Log - Percolation Test Performed For: RF -vi -7 rk n,. # rEx1CF Date Performed: 6115-I ny Legal Description: -SLo(r S.orri..r L.T i. 6'ee G Township, Range, Section: T/4A1, /Z Itf SEC ?I- Slone iSlone Site Plan fill 1 1 ORG,AAIIC 017 SA-JO)l Lonm W GRAVEL - EwD i EST NoLE (al 5. S/-nlo W,4re0, Er.1 t twr.)?£t2 E1� L WAS GROUND WATER Date ENCOUNTERED? Net Time _/qV mill IF YES, AT WHAT DEPTH? L Depth to Water After MMEEMENNNE Monitoring? E NIONEENNERE ■INMENERNME ? NEMENNNEWN 6.16 ■■■■NEEM■■ zg y, / VY.. WAS GROUND WATER Date ENCOUNTERED? Net Time _/qV s IF YES, AT WHAT DEPTH? L Depth to Water After 0 P Monitoring? E Dale: Reading Date Gross Time Net Time Depth to Water Net Drop 1 L -15 -Dy (0. of o A7 0 S ? 3 6.16 :22 zg y, / VY.. l,: 39 : 3s z 8 7/V l '/i 4:yy 2t9Y 34 7 PERGUTATIONRATE ��� (mnme ) PERC HOLE DIAMETER TEST RUN BETWEEN _�FT AND S FT HOLE 9nAitEry an 7 I4QC PERFORMED BY: D A -1t Ec. R lf)TL P I: 1 CERTIFY THAT THIS TEST WA PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / C> MUNICIPALITY OF ANCHORAGE j t DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME I� 4 T `LcGk PHONE NEW W1C.L Ytfv- �'—�'7`7� ❑UPGRADE MAILING ADDRESS ) '1 _ Sic � / Qu x � � o S LEGAL DESCRIPTION L o t Q, 11/0 r F/9 IV n / C- ; LOCATION r—&/e !2r 14 1 /e NO. OF BEDROOMS ve-r Zo Uy DISTANCE TO: Well J ' Absorption area - S7 Dwelling �t4 PERMIT NO �J 'v0 6)6 F 2 w/" Manufacturer e r r�� Material �,, j No. of compartments Liq. capacity in gallons IF HOMEMADE: Inside length Width / Liquid depth 0 z DISTANCE TO: Well Dwelling PERMIT NO. 2 z F Manufacturer Material Liquid capacity in gallons w DISTANCE TO: Well /� Foundation / Nearest lot line / PERMIT NO . eo cc Lu LL 2 2 w No. of lines Length of each line % $y Total length of lines width t / Distance between lines f P¢cc l.. Top of the to finish -grade Material beneath tile ISSineftes '3 Total effective absorption area &(1 (� inches Q-1— - LU Length Width Depth PERMIT NO. i ~a w Type of crib Crib diameter Crib depth Total effective absorption area Lu DISTANCE TO: Well Building foundation Nearest lot line Class Depth Driller Distance to lot line PERMIT NO. J W DISTANCE TO: Building foundation Sewer line Septic tank Absorption areas) OTHER PIPE MATERIALS O of env - ,/ r 1/vC-� _ I) SOIL TES ATING INSTALLER r G; Ls iLi / D h' REMARKS ao Ci - l—�%� Lt�.c�[�f�i 'tom �hc re ,S2 C'uvZv MUNI OOF HE )Epp ' L •�•• I n El TIO _ IAL LJ, .. l.. v�• APPROVED••• ••• ,,j0 c-v.v I ....�,, V, - /4 ���7 fi­.: ..� �� ����� Al AiTH ��D l::.'p4VTRO����TA� PF, 1-3TE, UTTclN 825 L ST�EET/ HNCHORHGE, HK 99501 264�4720 ��_���� ����� 'In ���� ���� PERMIT NO� DHT� ISSUED� HPPLICHNT� HDDRESS� CONTHCT PHONE LEGRLDESCRIP LOT SIZE� I CERTIFY THH7 840106 ENGINEERED DESIGN 0]/29/84 JHCK WHGNER SR#1, BOX 2205 CHUGIHK/ HK 99567 271-5992 SUBDIVISION� NORTH SLOPE #2 LOT2 � ` BLOCK: 6 SECTION� ]2 TOWNSHIP: 14N ,RHNGE� 1E` 5.5H (SQ.FT. OR H("RES) � 1� I HM FHMILIHR WITH THE REQUIREMENTS FOR HN ON�SITE SEWERS D WELLS AS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE (MOH) AND THE STATE OF ALHSKH. 2, I WILL INSTALL THE SYSTEM IN HCCORDHNCE WITH ALL MOH CODES HND REGULATIONS, AND IN COMPLIHNCE WITH THE DESIGN CRITERIA OF THISPERMIT. I I WILL HDHERE TO ALL MOH AND ..-'-TATE OF ALAS. -KA REQUIREMENTS FOR THE SET BHCK DISTHNCES FROM ANY EXISTING WELL/ DISPOSAL SYSTEM OR PUBLIC EWrTE SYSTEM ON TH IS OR ANY FIE -F NEARBY LOT. IF H L�FT STHTION IS INSTALLED IN AN HREH COVERED BY MOH BUILDING CODES, THEN (1) AN ELECTRICHL PERMIT HND INSPECTION MUST BE OBTAINED..- (2) HS~BUILTS WILL NOT BE HPPROVED WITHOUT AN ELECTRICHL INSPECTION REPORT/ HND (]) THE ELECTRICHL WO ST BE DONE BY H LICENSED ELECTRICIAN. SIGNED HPPL. ICH ISSUED DHTE� / . ^ DATE: Department' Health and Environmenta- )rotection'- " - — 825 Street, Anchorage, AK. �j9501 264-4720 S� > # # # HANDWRITTEN PERMIT # # # Permit 3C L 3S� ON-SITE SEWER PERMIT q�so Applicant: �� /� ���/,�f� Mailing Address: 4©4/ Location: hu /e 2i v -e— Phone Number: -37 V Legal Description: Loi ` %j 6 Nf2 arS LZ Lot Size: Type of Soil Absorption System Is: Trench: ( Drainfield: _ Seepage Bed: Holding Tank: Maximum Number of Bedrooms: `3 Soil Rating(sq.ft/br) 6� The Required Size of the Soil Absorption System Is: t 0 a DEPTH LENGTH GRAVEL DEPTH � WIDTH lS' The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). # REQUIRED SEPTIC(HOLDING) TANK SIZE _ GALLONS # Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. .# TWO(2) INSPECTIONS ARE REQUIRED # # # Backfilling of any system without final inspection.and approval by this departmeni will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 u 3 # # I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more tha 3 bedroom . Signed: 6�=3 Issued by:_164 ` Applicant Date: SW /024(1/81) ❑ SOILS LOG MUNICIPALITY OF ANCHORAGE �e DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 0&10,14 6x—)aSA f- DATE PERFORMED: N'"' '�2 D LEGAL DESCRIPTION: DEPTH I SLOPE SITE PLAN (FEET) I 1 IJrJ�v.e 3 - -; - 4 5 $i(f and �rav2l r Gw� �1 zti 8 0 10 11 WAS GROUND WATER S ENCOUNTERED?_j. L O P 12 IF YES, AT WHAT "7 E DEPTH? 13- 14- 15 3 14 Date m ®�� Net Depth to Net Time 16.LOQ r •N I �A 3 �C4 17 r1'�• f o XI: •Nw r 18 t♦ V. � � �� , ct �.. • •®fit`^ 19 Reading Date Gross Net Depth to Net Time Time Water Drop I �A 3 7�/ 6 y 6/a3 uv 3 /6 .m - 20 PERCOLATION RATE q7 (minutes/inch) 7! TEST RUN BETWEEN FT AND 3 /`- FT COMMENT S15,.��e. 4 C Scott �&C'4y4'7�-;. 6xmx'G, y PERFORMED BY:CERTIFIED BY: I ' DATE: 72-008 (6/79) iy Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 050-581-02 1. GENERAL INFORMATION Expiration Date: 3 r /! Complete legal description North Slope #2 Block 6 Lot 2 Location (site address) -41100 v, n "t Eagle River AK 41745 (A - Current Property owner(s) Reitz Day phone 350-0284 Mailing address same Real Estate Agent Owner Day phone 350-0284 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex MAY 2 7 2014 ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class C Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Received by. Date: 6"/ T COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 5% Date of Payment Receipt Number (�,``S�� COSA# (��IlI%i2� Date of Payment Receipt Number. Waiver # 5. 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 NorthRim Engineering Phone 694-7028 Address PO Box 770724 Eagle River Engineer's Printed Name Steve Eng Date 5/27/2014 6. DSD SIGNATURE _ z System #1 Approved for bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: By;Original Certificate Date: to — � — / Th unicip lity of Anchorage Devlopment Services Division (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.doc If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: /WOt Th Sl !4J� LZ Parcel ID:QSQ 5810 2 A. WELL DATA Well type 1p If A, B, or C provide PWSID # Date completed d 1 49 Sanitary seal (Y/N) 4— Total depth Sao ft, Cased to FROM WELL LOG Date of test / 8 Static water level -z OD ft• Well production Z 9 -P.M. WATER SAMPLE RESULTS: Coliform --Q—colonies/100 mL Nitrate 3. gsmg/L Arsenic O. 311 ug/L Date of sample: 1 B. SEPTIC/HOLDING TANK DATA A" Well Log (Y/N) Y Wires property protected (YIN) Casing height (above ground) 3 3 . in. AT INSPECTION ft. S j g.p.m. Collected by: ,,Mc Tank Type/Matedal S o /)+, c �_ Date installed ��S S Tank size 2 56. gal. Number of Compartments Z Cleanouts (Y/N) V Foundation cleanout (Y/N) _YDepression over tank (Y/N) . 6L High water alarm (Y/A/ Date of pumping_ Pumper C. ABSORPTION FIELD DATA Date installed 6 OS Soil rating (g.p.d./ft2 or ft2/bdrm) 6. 61" System type%. Length2- ft.(Z !,^O -S) Width S ft. Gravel below pipe 3. S ft, Total depth — 7 ft. Eff. absorption area 756 ft Monitoring tube i �I- Depression over field AL Date of adequacy test 5 l r Results (Pass/Fail) For 3 bedrooms Fluid depth in absorption field before test /F in. Water added gal. New depth 20 in. Elapsed Time: 36 min. Final fluid depth _L in. Absorption rate >= SO d. 9•P• Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO If yes, give date D. LIFT STATION NA Date installed _ "Pump on" level at Datum Size in gallons Manhole/Access (YIN) in. "Pump off" level at in. High water alarm level at in. E. SEPARATION DISTANCES Cycles tested WELL ON LOT TO: r� Septic tank/lift station on lot /00 Meets alarm & circuit requirements? r On adjacent lots /,)a V - Absorption field on lot /do r f On adjacent lots /d a '-r Public sewer main AIA Public sewer manhole/cleanout NA Sewer /septic service line s Holding tank AIA Animal containment areas 5 O Manure/animal excrete storage areas ZOO SEPTIC/HOLDING TANK ON LOT TO: Building foundation $rf Property line Absorption field y0 Water main AIA Water service line /d f Surface water /OO f Wells on adjacent lots /D(J ABSORPTION FIELD ON LOTTO:' Property line f Building foundation /O Water main AIA Water Service line A) r< Surface water /D Q Driveway, parking/vehicle storage Curtain drain 41A19 Wells on adjacent lots6� O �- F. COMMENTS gl'x Ot-D T9t5AJC r G. ENGINEER'S CERTIFICATION 7'P..d' 7 +3CoAW15:- i� i certify that t 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 Namef !� F� G Date COSA brown sheet_10-10-12.doc `�sC�ed a/6. a•o H 6' 5 Daniel Reitz P.E. 4215 Harca Street Eagle River, AK 99577 June 1, 2014 Jeff Poet On-site Water and Wastewater Municipality of Anchorage 4700 Elmore Road Anchorage, AK 99507 RE: North Slope Subd. #2, Block 6, Lot 2, abandonment of "old" on-site drain -field A new septic system was installed on the subject property in the summer of 2005. The new system was designed to insure its location was easily on the subject property. The original as -built of the property was used to show the "old" septic system and property line on the new septic design. The new system was installed with a "bull valve" to be able to alternate the new drain -field with the old one. Recently when surveying a new as -built of the property, it was discovered that the property line shown on the original as -built was incorrect, and that the "old" drain field straddled the western property line. It was agreed with the neighbor to the west, to abandon the field in place by diverting flow to the new drain -field and rendering the bull valve permanently inoperable to divert flow to the old system. This abandonment was done in the spring of 2014 by excavating the valve box, lowering it below grade and filling the valve box with gravel after having confirmed it was set to direct flow to the new drain field. In summary, the old drain -field is permanently abandoned; all the wastewater flow is to the new drain -field. Resp�¢cpfully, q .r t` f� Daniel Reitz, 1 LOT4 LOTS N89" 52' 35"W 1320.76' FROM THE V, CORNER TO THE FOUND E''/re CORNER BEECHY POINT COURT �\ oM o � - a5a FIVE YEAR SECONDARY ,_+ \ qi,p ACCESS EASEMENT PER 589"52'35"E 103.86' �` 5 DOCUMENT#2013-060873-0 RECORDEDIN ANCHORAGE �;,," EASEMENT 0P e9 5 ah RECORDING DISTRICT ON DETAIL $ AREA-3885S.F. DECEMBER 20. 2013. a ooe Ac. h,,I ti p Lof i DRAIN FIELD LOT28LOCK6 Area: 238943 SF 5.49 AC GRAVEL DRIVE REBAR WITH CAP LOT 6 SOH=_o HOUSE 1 LOT 2 2560' 14.T 34 9' - m 3 B HOUSE SCALE 1 =50' 494 SHED LEAN-TOHOUSE DETAIL OF -- m G Y GREER o LS -8033'0 '•;tea l — tc— 14 yo`_ Lot 3 o / CORNER M REBAR IY W Z G_ a O U Z Z two W a ED N w tL� � 0. 0 � o r w DO z ED 0 v a AS—BUILT SURVEY: of Lot 2, Block 6, North Slope Subdivision Addition No. 2, Plat 73-17 I hereby certify that I have surveyed the property shown and described hereon and Del Norte Surveying, Inc. that no encroachments exist except as indicated. It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which P.O. Aox 110553 Mchorege, &A. 99511 do not appear on the recorded subdivision plat. Under no circumstances should any (907)345-8003 Phone -(9M 345-8002 rax data hereon be used for construction or for establishing boundary or fence lines. Drawn G. Greer Grid SE 703 Scale 1"=100' Dote Jan. 10, 2014 File No. DAN_REITZ_AB.DWG Municipality of Anchorage Development Services Department Building Safety Division = • - -n On -Site Water and Wastewater Program „ t r 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchchorage.ak.us.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING /- Parcel I.D. a 50 Sd'/ OZ HAA# 9dQ,:20/-/b Expiration Date: i• 2 4 W O z 1. GENERAL INFORMATION Complete legal description Z 07- -2 64 oCk !, AyogM _C L o PE �- Location (site address or directions) 3110o L EE Cy6� /°T- CT Current Property owner(s) G *?( Day phone G 96 - 3yl/o Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 3(100 84-4-cft z ?T CT F�6c.E qK Day phone /N(6/�Cr5 Day phone Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 3 TYPE OF WASTEWATER DISPOSAL: ® Individual On-site Individual Holding tank ❑ ❑ Community On-site ❑ ❑ 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 5 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 sample results less than 30 days old. (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. Municipality of Anchorage ,•• • 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.enchorage.sk.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: L 45-r Z, f; . NORTH S(, QM %02�'Z Parcel ID: QSQ 58'/ 02 A. WELL DATA Well type )EZV# S If A, 8, or C provide PWSID # _ Well Log {Y/N) _ Date completed -8jF Sanitary seal (Y/N) Wires properly protected (YM) Total depth3 a' IL Cased to LaL-ft Casing height (above ground) 33 in. FROM WELL LOG AT INSPECTION Date of test, �- /� - d` GY2 Static water Level zoo g, .Z.z/r' ft. 7 tc- Well production Z g.p.m. 5• g.p.m. WATER SAMPLE RESULTS: 1W 4AB Coliform Q colonies/100 ml. Nitrate d. 673mg./I. Other bacteria D coloniesf100 ml. Arsenic: V mg.11: . Date of sample: 9462 Collected by: S'TEdf'-� B. SEPnCfHOLDING TANK DATA Tank Type/Material z 'T EEL Date installed <Ae 4' Tank size / a o gal. Number of Compartments'2 Cleanouts (Y/N) X Foundation cleanout (YM) _Y _ Depression over tank (YIN) High water alarm (YIN) Date of pumping /3 dz Pumper 1 • %Z �S SEP%1C. 1�!//NG C. ABSORPTION FIELD DATA Data installed Soil rating (g.p.d./fl' o fl=Ibd '� 68 System type 8Eb u Length S4 ft Width /S ft Gravel below pipe � ft. Total depth Z. 5 ft. Elf. absorption area .&J-0_fe Monitoring tube Depression over field tVa Date of adequacy test 02 Results (Pass/Fail) P%`r s For _j_ bedrooms Fluid depth in absorption field before test -40n. Water added gal. New depth in. o he...c S6 �- Elapsed Tuna'' ran. Final fluid depth 0. Sin. Absorption rate >= g•p•d. Any rejuvenation treatment (past 12 mo.) (YIN & type) No If yes, give date mr w AS BUILT SURVEY [or 1, 6uC 7 f•% W /K'#A( J.ar S, 404A. 7 - ---Goagr I. Flit hard P. IfankIna, t.oreby Codify that I have sdrvoyed tho following deueiwj propirl/; (OY 2 • AEOCK G. NaYrw d1600! Sr/A! ern w