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HomeMy WebLinkAboutNORTH WOODS BLK 4 LT 7051 -731 - 12 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP241183 Work Type: SepticTank Upgrade Tax Code Number: 05173112000 Site Legal Address: NORTH WOODS BLK 4 LT 7 G:1459 Site Mailing Address: 22415 MC MANUS DR, Chugiak Owner: ERICKSEN MICHAEL & TINA FAMILY Design Engineer: ARC TERRA CONSULTING INC This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: r• Delml tinelzt 7/22/2024 7/22/2025 21076 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Received By: 5 71<j /Jj - (,LAj, Date: _ Issued By: L Date:' 3 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-731-12 Property owner(s) Mike & Tina Erickson Mailing address 22415 McManius Dr. Chugiak, AK Site address 22415 McManius Dr. Chugiak, AK Legal description (Sub'd., Block & Lot) Northwoods Block 4 Lot 7 Legal description (Township, Range & Section) Day phone Lot Size 21,076 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field Fj Initial ❑ Single Family (SF) (w/wo ADU) Septic Tank IN Upgrade RX Duplex (D) ❑ Holding Tank R Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Tank to lot line Distance: il I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Dea Duffus (Signature of property owner or authorized agent) Permit/Rush Fees: �19-2q)103 Waiver Fees: 4 Z--Z� Date of Payment: Date of Payment: Receipt Number: 2 q22-7 C— Receipt Number: IPL Permit No. q, 2 -Z_.5 Waiver No. 0'SV2qI01Z57 GAIDevelopment Services\Building Safety\On Site Water and WastewaterTormsUient FormsTermit Application.doc 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 ARCTERRA CONSULTING, INC 20441 Ptarmigan Bld, Eagle River, AK 99577 Office (907) 696-6111, Fax (907) 868-3793 May 24, 2024 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Septic Tank Permit –Northwoods Block 4 Lot 7 The owner has requested we proceed forward to obtain a new septic tank permit for the subject lot. The proposed S.T.E.P. tank will serve the existing 3-bedroom residence. The previous testhole on this lot, dug to a depth of 11’ on May 13, 1996, indicates a water table 7’ from grade. We propose a 1250-gallon steel S.T.E.P. tank be installed one foot from the property line as there is an existing waiver for that distance in the file. Site investigation did not show any signs that the existing tank has created any adverse issues with the adjacent lot and the new tank will create less of an encroachment. This location will provide the greatest distance from the house foundation. The existing septic leachfield appears to be functioning properly. The adjacent lots are served by community water and private septics. There is no surface water within 100' of the proposed tank and field. There are no wells within 200 feet of the proposed septic site and the new tank will be outside any protective well radii. We do not expect there to be any adverse effect on adjacent lots by the placement of this tank in the proposed location. If you have any questions, please contact me at 696-6111/FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, P.E. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241183, Curtis Townsend, 07/22/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241183, Curtis Townsend, 07/22/24 -_7 Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 0 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5LA) 9 (0 0 0 1 PID Number: osl - 731 - I z Name: AT'r r_-4 Wastewater System: 13 New 'Z Upgrade Address: EA&Le IfVE11ty I ABSORPTION FIELD 11 9 7- 5 04ti 6 L E fft,4 14WY AK Tq s7-7 Phone: Cgs - No. of Bedrooms: :S 0 Deep Trench 0 Shallow Trench 3R Bed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: 0- 8 Total Depth from original grade: a GPD/Sq. Ft. Lot: Block: Subdivision: -7 Depth to pipe bottom from original grade: 1&6 Gravel depth beneath pipe y Nox-rHw000s / "-) - / ' "It/6 Ft. 0.91 Ft. Township: Range: Section: Fill added above original grade: Gravel length: I I / - _? Ft. 5 -7 Ft. WELL: r-1 New rl U Gravel width: to Number of lines: t..ce between lines: Ex 05 -rj VJ C. Ft. Z_ '4 Ft. Classification (Private, A,B,C): _TotaMepth: Cased To: Total absorption area: Pipe material: o rA M Li 0 1 1-1^ Ft.. Ft. 5L3 so, Ft. ?\lc (- ai D Driller: Date Drilled: Static Water Level: Installer: -T-0 F. r. o ey'r- Date installed: Ft. . Yield: Pump Set at: Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES 0 Septic 0 Holding JKS.T.E.P. To Septic Absorption Lift Holding Public/Private Manufactur 6A 4A,�� Capacity in gallons: From Tank Field Station Tank Sewer Lines o Welk' -)oo 11 + too I + tool+ 1 Material: Number of Compartments: Surface Water 100 100,4 10,0 FT LISTATION Lot Line Size in gallons: Soo Manufacturer: A r C- +1 a 0- okcf Th 1:4 V- Foundation Cg ± I 't, "on" level at: Pump "Pump off" level at: p I b - High water alarm at: 1 -34 Curtain Drain 1 Pump Make & Mod 1 0 '51 5_ 14 1` Inspections performed by: Electrical ir IZOW e.0 V Lic-0 -S 151.er-TA%cAL- Co, Remarks: P-TI-K-0170 BENCH MARK Location and Description: -re> rA ;:; 0oit- 3 AeA t4 PEC-V- . Assumed Elevation: 100.0 Ft. ENGINE AL 01: .......... 4.1 % qj S ENGINEERING Inspections performed by: IZO24 Wagle Rive! Loop Road, s: 1st s-q(- 90 Satile River, Alaska 99577 2nd ROBERT C. COWAN Bol Department of Health and Human Services approval 7 Reviewed and approved by: ,Z��,12Z�VDate: _31AK 72-013 (Rev. 9/91) MOA 25 MT MT MT1 MT2 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 7, BLOCK 4, NORTHWOODS S/D Pin Kin - 051731 12 A B ST1 SC41t ; 8' 55' ST2 10. ' 55' ST3 1 5-E 58.6' MH 16. ' 60' MT1 72' 73' MT2 79' 80' S .T.E.P. TANK MT3 99. ? 72' 1 MT4 los' 79.5' -EXISTING 1000 GAL FD 13. 55.6' IDVID RD(FD5°`" SEP IC TANK H � Cq {o S2 o FCO W 1 A 1 > LOT 7 MT217. IVITI z �C 1 , Cbe NEW PRESS RIZED BE TH♦ 1j Y X S M N o ASPHAUI T DRIVE e I EXISTING BED CURTAIN DnT3RAIN I i I I I 1 I ABANDONED USED INSTHE FUTU E 1 I I MT4io oMT3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 15' UTILITY ESMT. MT3 ROAD MT1 MT2 MT4 = 101.3' MT4 = 101.0 102.6' N F's is i .r37ic ✓- FINAL GR DE H t - = 97.9 = 97.9' 98.4' (PIPES LAID LEVEL) MT3 = 97.9 MT4 = 97.9 N w GAL �+ RoseRr C. COWAN 4 ♦ 3.9' 97.0' S.P E.P. 96.8' f CE - $8014`�' NO GR 88.9' ND WATER B.O.H. SY TEM < t `'•..,• •• J •••. AV orf rr N.T.S. I 72.013 A (Rev. 9/91) MOA 25 Municipality of AnchorageUi Department of Health and Human Services i Rick Mystro825 "L" Street m, Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 July 31, 1996 Robert C. Cowan, P.E. - S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 7 Block 4 North Woods Subdivision Waiver Request #WR960036, PID #051-731-12, SW960096 Dear Mr. Cowan: Your request for a waiver of the required 10 foot separation between a septic system and a lot line has been approved. The waived distance is the private septic tank to the east property line of 1 foot. This approval applies to the existing on -site wastewater disposal system lot line separation only. Any 1'uiure upgrade to the on -site wastewater disposal system will require all separations be met or another approval from this department. If there are any further questions or concerns regarding this waiver, please call our office at 343-4744. Sincerely, Daniel J. Roth Civil Engineer On -site Services DJR/1jm:I1ickey CU sit 2- H 1 O 1, , p r q y 57 r' 7 /4j' tom- 7v p % C._ —: MUNICIPALITY OF ANCHORAGE Department ;of Health and Human Services On -site Services Section Waiver Review Worksheet WR#4,PID# '051-731-12 HA# Permit # SW960096 Date Received: July 19, 1996 Legal` Description: Lot 7 Block 4 North Woods Subdivision Engineer: Robert C. Cowan, P.E., S & S Engineering 17034 Eagle 'River Loop Road Suite'204,' Eagle River, Alaska 99577 Applicant: Matt Hickey Waiver Requested: Lot line' waiver of septic 'tank to the east property line of 1 foot. Criteria: 1. Geology: Points: A. Water Table B. Sail Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: nr. a ...:_ � i a_ L a Spec La.i. s...viiu�.. �..i:G%S :.:. 3. Other: Waiver is Granted: Waiver is NOT Granted: List Conditions or Reasons for above: 6vl�Iv t'c 1S fig 9 5-eR7-1e, T'- 1r 'nto 6111 L A1,0) C1eF 7-,F 4 M 0j7 4 !6fgy 14 F_ 4i1av r f 7- p_FVE L 0Rf TqE tar. Date; 7-21- �4 By: % 4% Name of Reviewer Rec #: #02061/0949 Amount: $ 115.00 Date Paid: July 19, ±996 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN s&s� �Inr?eRInG MUNR.INALi IT Cat' AMMUKAGE ENVIROWWAL SERVICES DIVISION JUL 19 1996 June 12, 1996 MUNICIPALITY OF ANCHORAGE Department o4 Heatth and Human Sen.v,icez Attn: Dan Roth P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 7; Btock 4; Nokth woody Subdivi4ion #1 Dean Mk. Roth, ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX (907) 694-1211 Request you grant a wa i.ven. bon the hoi,izontat sepatation distance between the.; tank and the v pnopenty tine at 1 {soot (,see attached a,6bu. U). Llf=r S;k►i)dly r—AS We do not anticipate any adven.,6e e64ect on the adjacent pnopenty. The adjacent propeaty t6 a vacant tot. Ib you nequ,ine additi.onat in4o unation ptease contact us. Sincenety, Robert C. Cowan, P.E. RCC/gk Bnceosun.e 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON -SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT NUMBER:SW960096 DESIGN ENGINEERS & S ENGINEERING OWNER NAME:MATT HICKEY OWNER ADDRESS:11925 OLD GLENN HWY. EAGLE RIVER, AK. 99577 PARCEL ID:05173112 LEGAL DESCRIPTION: NORTH WOODS BLK 4 LT 7 LOT SIZE: 21076 (SQ. FT.) NUMBER<OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: i� Ic--) spry-\ s cal PERMIT DATE ISSUED: 6/03/96 EXPIRATION DATE: 6/03/97 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) /1 FRIC.'M nnlT OBETl 1 C TO T PRI J r T SUBSURFACE DTI �r � l.'1\L/1`1 Ul...i UI.J It 1J lU ter IC1L 1_J t1 �UD�7 V.CC 2'ACL' a1.11L ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1.) MAX. DEPTH OF EXCAVATION MUST NOT EXCEED 2 FT. 2.) INSTALL S.T.E.P. TANK NO CLOSER THAN 5 FT. FROM FOUNDATION OR 5 FT. FROM PROPERTY LINE (AMC 15.65.050.A.1). j -Z /�� RECEIVED BY: DATE: „fit �' ��� N •s ISSUED BY:iJil.- DATE: HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN s&S', ?-IneeRtnG May 8, 1996 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 7, Block 4, North Woods S/D ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Request you issue a permit to upgrade the septic system serving the existing three bedroom house on the referenced property. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water was encountered and after seven day ground water monitoring, water was found at 7 feet . Attached is the proposed upgrade design. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, r Robert C. Cowan, P.E. RCC/gk Enclosure 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 'o C) n 0 M W o -A Z D --i D Oc� D(_� z--4 M xo; > < -, c D m - -� U) O o Z -i O 1" = 40' SCALE 0 ::E� ;- ---3r rl O C/) y � 0 H � � co SITE PLAN -x Co LA m=+ L m O� << mrn oy� c -0 "m-o v an m U) � m m m -< -V)co i 0 --< m* mn r0 r� U) z Z z DESIGN cn-,ON II Il vll PC �I o cJ O O N= V D r-�rno \pD oOoO�m� 0o�,I a t-Dw= AG)> II Omr*i ND 0��.'vrN �--+ c7 O-I �r�i�KU)O O m 0 "-cn Orrl U) 0 C) 01 m D C7 O t\ gEPTIC �M • . �A -r) D r� cil _ AREA n or m r= r I, tow nc 0 O 01 C/) O Ut O pb�� 05 r Z U1 -1 O Cit O p� D oo II — — — — — _m it o ii >----w0� o CAO SHED I — G r- O -I �2�.A I .2 00 i C)(Tt > (A 0 U)>< ��n r I OU) mox DECK /� mm�Z O m 1 u r I-1 -{ (A -< { zc cz(n o o�� Z D D m n i °DN owz EXISTING z;c� o oy ti j Z _. D j pm y=G) 3 BURM d ➢�-lo m m L� < 0 i o �= HOUSE K>o �Z� m-+� I m�W OK ZO o� -< m r't C=lo00 � �U) A 0 —( �M DD- 0 Cm+zDM (- -i -oN mmm mm=- m I y �i a o 0 O m -< n < ZO N xm00� �O I �D 3-0zo cnn r r �>� 0 I �J'D m I 0 m L - - - - - m--------� 00-( zZ Z O O -) 1 1 5' UTILITY ESMT. z 1McMANUS DRIVE D G� z r m 0�4 O N M oD l ' s m 'T1 0 0 ` O,'`. Z� S N.T.,S. SCALE DETAIL I PROFILE I rrl > om C 7arrl Zia C)K: 0 Z� Cl) > 0 m =: --i Z< Fm C/) > ZcnZj 0 rr, o ::E 0 ID M 7- -X 7) I 0 X --o n > <m oF, z -TI m C) V) 0 dIII L> cr) o cn co n r- m 0 u U-Y 0 110. W., :E z > 0 0 n 0 T1 C) 0 Z < 0 m � --j > r- 0 0 rT 1 U) 0 I m cn r--) < L.0 Cf) I co — 0 cr) C0 r-j 0 T1 kz 12 0 it z v 9•. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST '0., �aea a aaa' a: •sesua.:•ras tea o •R03ER T C. COWAN a PERFORMED FOR: I'tA-r`r VI lr,l-E`r DATE PERFORMED• LEGAL DESCRIPTION: L. I 13L'X.IL It Township, Range, Section: H 1Joct?Ivt000 5Ii9 SLOPE SITE PLAN 2 n ° 6�7v-L��1 3 4 5 7 /. 'G 8 r 9 L! 4 10 11 12 13 14 15 16 17 18 19 20 COMMENTS S M/4', IT WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT L O4 T fY DEPTH' f E Depth to Water Alter t Monitoring? Date: 5 y Reading Date Gross Time Net Time Depth to Water Net Drop PRESpAiL er.taa -29-96 I:4L 4t ' 9— 96 1 :Ell r4 w it3 '� t 4 to I :Ll il ( k9 ` I : 90 tt a5 1'E4 ,I �®�► tt 53/�" t, u PERCOLATION RATE 11 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ' Z FT AND '3 FT PERFORMED BY: S & S ENGINEERING CERTIFY THAT THIS TEST WAS PERFORMED IN 1.7034 I �`"" Eagle Rover Lmp oa o. ACCORDANCE WIVR9JIKMT0tf,EAFI t99157VAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) RECOV. 5/8' REBAR 0 8 � 25 SET 5i8' REBAR BY PROPORTION 1-74 NORTH 2O0.00 (REC) +1 L---- COi N N w U) L 4' PVC SEPTIC — I O+—% STD -PIPES (TYP) 26.3 I w� 1 I Q 12.3 Uj _ I O O o 6. = N I I in W O -- r(n o 0 = c z 4.9 D. e i I CO w > vi O 22.0 54.9 + — g 0 W w �a r 7 - Y �, x "' I g 8 o "' cv GRAVEL DRIVE QQj 0 5z 48.2 1 1 Z I z 6Co I Q U GRAVEL DRIVE I V ENCROACHES ' 25� I N Q' I I — — — — — — ------------------------------------------------------- 15' UTILITY EASEMENT CV + p�0 S 00002'44"E 180.02' Ls3� `FROM5C8L O CONTROLBAR MONS. OBERG ROAD 14/25/961 AS BUILT 35-74 I DATE FLD. BK. :671kIL\ ji ', Z.. e wima D. eming ♦ n� ••• •• 5J t • 14 *riiilon0% �'4W NOTES: Easement! not appearing on record subdivision plat are not shown unless description of easement is provided by client. It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finish grade and utilities connections, and io determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Elevations based on assumed datum unless otherwise indicated, and becrings and distances are record data. SM Engineering S8S 17034 EAGLE RIVER LOOP ROAD Engineering EAGLE RIVER. ALASKA 99577 (907)694-2979 LEGAL DESCRIPTION LOT 7, BLOCK 4, NORTH WOODS SUBDIVISION PLAT NO. 79-245 SCALE 1" =30' Ci3:�I7 NW 1459 MUNICIPALITY OF ANCHORAGE DE, tTMENT OF HEALTH AND HUMAN SER\ eS Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 -SITE SEWAGE DISPOSAL SYSTEM / LL INSPECTION REPORT Name DISTANCES TO SEPTIC ABSORPTION Address FROM WELL 12 �� � � ���5 � TANK FIELD Phone(s) rPermit No. No. of Bedrooms WELL A-- Ob ; t,;,S - (o vU LEGAL DESCRIPTION Lot 1 Block [SubdivisionO;� O Township, Range, section \ t �'i �\ W TANKS * SEPTIC ❑ HOLDING Manulacturer X Capacity in gallons Dom© Material No. of Compartments TYPE OF SYSTEM ❑ TRENCH BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from original grade I t' — Z..OFT Total depth from original grade Z,.,p ZSFT Fill added above original grade I -�5 -3r0 FT Gravel depth beneath pipe 015- FT Gravel length Gravel width --_ D FT Total absorption area Distance between lines y _ t2-`r3c�J SO FTC FT Nnmher of hno.s Snil ralma U,pa materta! \ 2�3t i Sp FT i.. -ia3 nst er Date Installed ", ELLS ❑ PRIVATE X_ OTHER (Identity) Clas rfication (A,B,C) Total Depth Cased to t7 2 T �1�n�5z FT Installei Date Installed: d 64 zblv.01 xDe s REMARKS: —f s N LOT LINE FOUNDATION�,� AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, etc.) Eli Sc le: ?a re� Inspections Pert rmed by: 1 �Qg JA �•q�� .g fi a �dB it Date: '6j i i <'� 5 ENGINEERING - �,, I certify that inspection was performed according to a!I V� a#at A. h$,P a'w 'Jul-1? , c"�a cam. tAi Municipal an a gut t effect on this date: 1 0- EAGLE RIVER AK 77 Health Department Approval: Dater a"^ /7_f 11'A I'41W1I MUNICIPALITY OF ANCHORAGE Department f Health and Environmenta- i'rotection Pouch 6-650, Anchorage, AK 99502 264-4720 On -site Sewer-/4 ` Permit HANDWRITTEN d ! i Permit No: Date Issued.`' Applicant: Address: Legal Description: Section: ;fe °- _ Township: Lot Size:, .`','. (Sq. Ft. or Acres) Lot Location: Max Bedrooms: �. Range Listed below are the options available to you in designing your septic system. Choose the option that best fits your site. ..---------------------------------------------------------------------------- TRENCH BED W. DRAIN Depth to pipe bottom(ft.) Gravel depth (ft.) Total depth (ft.) Gravel width (ft.) K Gravel length (ft.)� Tank size (gal.) Soil rating (sq. ft /br)n Gravel length 75 feet requires multiple runs (not exceeding 75 feet each) Tank must have at least two compartments ----------------------------------------------------------------------------- I certify that: 1. I am familiar with the requirements for on -site sewers and wells as set forth by the Municipality of Anchorage(MOA) and the State of Alaska. 2. I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit. 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. I understand that this permit is valid for the maximum number of bedroom stated above, and any enlargement or modification will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN ELECTRICAL PERM -IT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK__ZUST BE,,DOLE,BY A LICENSED ELECTRICIAN. SIGNED: Applicant DATE: 2'- /f -- � — ISSUED BY: SWP/024 rev,1/85 DATE. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 0 —DATE PERFORMED:'" LEGAL DESCRIPTION: L7 6ZI Tov D'PTH 2 �f— 'rp 3 4 L2 5 O "A 12 13 14 15 16 17 18 19 20 inship, Range, Se, SLOPE 1+ WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? — Date: ,tion: srrE PLAN L 0 P E BE Reading Date Gross Time Net Time Depth to Water Net Drop It/ kt'11 7 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER (all TEST RUN BETWEEN FT AND 3 FT COMMENTS 5, 2F, . DF jf:--X1 S & S ENGINEERING PERFORMED BY: SR B 196X 17" 'ER`HFY THAT TEST WAS PERFORMED IN T(7 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 0 72-008 (Rev. 4/85) Municipality € f Anchorage 4 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502.-0650 SOILS LOG PERCOLATION `EST �. � •� � f,. fit: a' t 7-& 4 e PERFORMED FOR:— �d �U-L.°C%Lf� j DATE PERFORMED LEGAL DESCRIPTION: 784 /%10a;rW a,'oS Township, Range, Section: f � ��� 73 SLOPE SITt PLAN T) 2 3 r � 6 _6 7 �c 8 r^ 10 WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT �M P e L DEPTH? L7 12 P E 13 Depth to Water After (Monitoring? Date: 14 15 16 17 18 19 Reading Date Gross Time Net Time Depth to Water - Net Drop tC�_i-1fa 1 •Jed 20 PERCOLATION RATES (minutes/inch) PERC HOLE DIAMETER t r� TEST RUN BETWEEN _ FT AND FT COMMENTS d t/ .e ttQ %` SR 9- 196X PERFORMED BY: EAIG« _ _, .''� f CERTIFY THAT THIS TEST WAS PERFORMED IN s ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEL S EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) ' IA r A ROBERT A. SHAFER CIVIL ENGINEER 694-2979 -4, June 29, 1986 -iEALTH AUTHORITY APPROVALS Mk. and Mts. Marvin Reynotd6 SR 3, Box 7803, McManus Stteet Chugiak, Ataska 99567 S,EWER & WATER ?lean Mt. and M44. Reynotd6, hIAIN EXTENSIONS REFERENCE: Lot 7; Mock 4; Nokthwoods Subdivision -�FWER & WATER Thistettm pkovide,s you out �indinp and recommendationskezutting NSPECTION 6tom the additionat testing tequested by you and recommended by Robbie Robinson, Municipatity o6 Anchotage, Department o6 Heatth and Human Services . tqGI NEERING STUDIES Two monitoking tubes were inAtatted on June 19, 1986. The .location,' -ND REPORTS o6 these monitoting tubes ate shown on the attached sketch. In addition, on June 22, 1986 two soit peAcotation tests, were pek4otmed. The appkoximate tocation o6 these tat hotel is atso shown on the attached sketch. IELL INSPECTION On the basiso6 watet monito&ing pet4otmed on June 22, 1986 and June FLOW TEST 29, 1986 we conctude that the system i,s appatentty in comptiance with cuttent Municipat codes. Howevet, the petcotation tests indicate that the system a4 o4iginatty in6taUed may have been undeAdaigned. Out caicutation,s, indicate that an ab6otption area designed based upon out 51TE PLANS petcotation.tests'- would have been 404 square feet taAget., The attached I kn6okmation shows a compakison between the'exi,sting situation and two case situations. Case 2 averages the pe4cotation tut which we pet6okmed and it is out recommendation that you have the ab,6otption area upgraded ;�OADDESIGN to ptovide, that additionat area that appeat,6 to be a Aho4tattin the existing system even though there is no indication o6 over satutation (2 .inches o4 water in the monitoking tube on June 29 and 0 on June 22). This additional area shoutil attow {got a tonget sustained tige o6 the ,system and btings the totat area o4 the absorption area in Zine with `;OILTEST cuktent guideUne6. 14 we may be--6)� 6utthek setvice, ptease contact us. PERCOLATION Sinc ekety,,/�, -ST �kOkRT A. SHAFER, P.E. :�IRUCTURAL&�---/-- RAS/As odl?Xf AECHANICAL INSPECTIONS cc: Robbie Robinson Municipatity o4 Anchotage Depattment o4 Heatth and Human Setvices. �N SITE WASTE WATER DISPOSAL SYSTEM SRB 196X EAGLE RIVER, ALASKA 99577 SCALE co L/A 51� kA 0 r- m > :tn AJ e- 6-- Af -311 /70 14/1/9 Oe �76 s- -94 Z-/S 6 2,1-0 �14?,Z x , - 5 7/ A -, r, - .5 �4fj' -7-,-4-, ef-- i MINEMMININ 13,e e,- S- -57014-3 rs--P%F,) 7 41 BROWARM 41 P.O. BOX 6650 ANCHORAGE, ALASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES June 5, 1986 Mrs. Donna Reynolds Resident/Owner Lot 7 Block 4 Northwoods Subdivision Phase I Section 4-TISN-R1W, SM Dear Mrs. Reynolds: As you are aware this office has conducted numerous on -site inspections and tests in an effort to determine the reasons for the failures you have experienced with your on -site wastewater disposal system. Oriainallv. your on -site septic system was sized to serve three bedrooms and was designed based upon a depth to groundwater of 5.5'. Based on a 5.5' water table and a soil rated @ 170 sq. ft./bedroom, the design dimensions of the absorption bed were 18' wide x 43' long x 1.5' deep with at least 2" of insulation over the gravel bed and a minimum of 1.5' of backfill over the insula- tion. The "as built" drawing prepared by the inspecting engineer (copy attached) indicates that the system was installed in compliance with the design shown on the permit and with a top cover of 3' of native soil backfill over the gravel bed. The "as -built" does not confirm that insulation was placed over the gravel bed. The "as -built" indicates that the final engineer's inspection was made on 8/2/84. As indicated on the attached sketch of your existing system, the northern 1/4 of the system was mounded with a native soil backfill, however, the southern 3/4 of the bed does not appear to have been adequately mounded so as to protect against freezing. At some time following the installation of the bed system, the excavating contractor (Skaggs Construction) installed a footing drain along the east and north sides of the house. As indicated on the attached sketch, this footing drain cut into the absorption bed near the southwest corner of the bed and continued westerly to the ditch alongside Oberg Road. In August, 1985, raw sewage was observed daylighting from the footing drain outlet and Mr. Skaggs Mrs. Donna Reynolds June 5, 1986 Page 2 was advised to immediately remove the footing drain. Subsequent to the "removal" of the footing drain, there have been on several occasions raw sewage daylighting in the crawl space under the house. Monitoring tests made on your subsurface absorption system on 2/5/86 and 2/26/86 indicated that the system was frozen at a depth of 2.6' below the ground level at the field standpipes. Our last inspection taken on 5/21/86 showed the system to be thawed, however, water was observed standing in both field standpipes at a depth of 2.2' below ground level. Based on all available test data and on -site observations, we have arrived at the following conclusions: 1. The basal bed area (19'x46") was not entirely mounded with the minimum required amount of native soil backfilled and, as a result, the subsurface disposal system froze and failed during the winter months. 2. The footing drain was not completely removed. A small por- tion of the drain was removed and the remaining portion was capped a short distance in from Oberg Road. Untreated sewage enters the footage drain ditch and pipe at the point where the drain cut into the subsurface absorption bed, and runs back into the crawl space under the house. 3. A visual inspection of the soil from the boreings of the curtain drain test well on the subject lot leads one to spe- culate as to whether or not the basal bed area has a soil rating of 170 sq. ft./bedroom throughout the entire bed. Based on the above conclusions, the following action must be completed within the next thirty days: 1. The footing drain must be completely excavated and the pipe and filter fabric removed. The open ditch must then be back - filled with an impermeable silt based soil and compacted to a 95% density. 2. One of the following alternatives must be used for the on - site disposal of the wastewater: a. Upgrade the existing bed system by adding a minimum of 2" of an approved direct burial insulation over the entire basal bed area, and then add an additional 2 foot minimum of native backfill mounded over the basal bed area. This option is only available if additional soil/perc and water monitoring tests at the southern extremity of the existing bed are satisfactory. There are no guarantees that this option will not also fail, and upon failure, option b or c below would then remain. Mrs. Donna Reynolds June 5, 1986 Page 3 b. Abandon the existing subsurface disposal bed and install a 2,000 gallon holding tank. (An additional 1,000 gallon tank could be used in conjunction with the existing 1,000 gallon septic tank). C. Install an "innovative on -site treatment system" for a one-year test period. The innovative system must be approved for effluent discharge directly into the groundwater system. Sincerely, ewel Jones, Director Department of Health and Human Services RWR/dEH9 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION *0 ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON -SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME > PHONE I2TNEW ) ❑ UPGRADE MAILING ADDRESS r LEGAL DESCRIPTION LOCATION NO, OF BEDROOMS x" Wei1 DISTANCE TO: Absorption area � Dwelling 11 PERMIT N j� a Q w Manufacturer �^+ d, Materiagf No, of compartments y Liq. capacit in gallons IF HOMEMADE: Inside length Width Liquid depth DISTANCE TO: Well Dwelling PERMIT NO. _ Manufacturer Material Liquid capacity in gallons 0 w = DISTANCE TO: WeII 11 I Foundation f Nearest lot line i PERMIT NO., LL Z No. of lines Length of each li e_ >` . Total length of Tine Trench width Distance between Nines t- Q � h Top of tile to finish grade ° Material beneath tile Total effective absorption area, "` 0 � ! inches Length Width Depth PERMIT NO. w a a r w° Type of crib Crib diam(tV Crib depth Total effective absorption area y DISTANCE TO: Well Building foundation Nearest lot line w Clos- Depth Driller Distance to lot line PERMIT NO. J DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS ASTE -r — t SOIL TEST RATING ), , INSTALLER ° i p REMARKS . e, P . ' ter 0 3 17 .- a ' _r r I } APP,R ED DATE LEGAL - If�1x MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH 8, ENVIRONMENTAL PROTECTION © DIVISION ENVIRONMENTAL ENGINEERING 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 �---� SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ON -SITE PHONE �jNEW NAME r J 1� ❑UPGRADE 7 � S Ia o- - 7 /jt,�C�fi►�rL- MAILING ADDRESS rl hhomy /� LEGAL DESCRIPTION %�J (n /j ^�y�� 11f NO. OF BEDROOMS LOCATION We I Absorption area / / Dwelling f �1,3 PERMIT Nn., ln DISTANCE TO: T[ t? `—' f- Q Material Manufacturer No. of compartments Nh Inside length Width Liq. capaciX)in gallons IF HOMEMADE: Liquid depth Well Dwelling PERMIT NO. O =' 2 z 2 DISTANCE TO: /� � Material — -- Liquid capacity in gallons O Q 0 2 1- Manufacturer p -tz DISTANCE TO: Well n �4't}1NY)1 /t(�1 Foundation Nearest lot line Q / PERMIT NO.��� 5 _--_—I -- Total length of'line Trench wid h inche Distance betwren lines 6 / w u- Z Z w No. of lines Length of each I' e / f- Q CC cc f- Top of tile to finish grade / Material beneath the / (� inches Total effective absorption a� a71 f' —TN ❑ Length 1 Width Dept h PERNI O. ' tu C7 Q 1- Type of crib Crib diam t Crib depth Total effective absorption area as v Well _ Building foundation Nearest lot line DISTANCE TO: Cla?s_ Depth Driller Distance to lot line PERMIT NO. w Building foundation Sewer line Septic tank Absorption area(s) s DISTANCE TO: OTHER PIPE MATERIALS — SOIL TEST RATING _tj-1 J j -,� INSTALLER— REMARKS[L ^ -- ci 1,74 14 —___ _ ------ ed }� pg APPDATE LEGAL rI� hIED - � :� _ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST SOI LS LOG & PERCOLATION TEST PERFORMED FOR: tj/—':_AJ/ /</-,7 <�;r L-, S C�0114S 71 DATE PERFORMED: Z LEGAL DESCRIPTION: zj1S2-Tywco o fas Lk/, DEPTH SLOPE SITE PLAN 1,10 I �EJT I 7 Z_ 11V4=- P17 2 - 3 - 4 - 5 6 - — - C' M - 7 - 8 - 9 - 10- 12 - 13- 14 -4 15 16 17 18 19 '00 OF A,s• 9 1 0/4 Earl P. Ellis NO. 1745-E %%,?R0FESS\'J_.. .0 Aw Aw No MOM- NONE ENNE NERNME WAS GROUNDWATER S ENCOUNTERED? 0 P IF YES, AT WHAT E DEPTH? Z' Reading Date Gross Time Net Time Depth to Water Net Drop /0 20 PERCOLATION RATE —(minutes/inch) '1`70 22 TEST RUN BETWEEN FT AND FT /—Z COMMENTS 4T A/C� V14 4, :51<'A 0,D1V_',F, <20, 61ZOO V1_— lvn[-JAT7--d Z,50,-L, 23 Laz 8 3 PERFORMED BY: CERTIFIED BY: Z!2f� DAT�E: I 72-008 (6/79) 19' O p This portion of the bed has approximately 1 Id of mounded top fill. )))))))))))))))))))))))))))))) 110 �r a - Note: On the soil/perc test located in the northeast corner of the lot taken on 3/13/83, a 7 day monitor showed water to be @ 5 1/2 below ground level. Based on this data, the absorption area was designed as a bed of 18'x43'xl.5'. Septic Tank a Lot 7 Block 4 Northwoods Phase I 1-r 1 LE Co P Y MUNICIPALITY OF ANCHORAGE Department. Health and Environmenta''protection 825 Street, Anchorage, AK. J501 264-4720 HANDWRITTEN PERMIT Permit WSM A99ftR ON -SITE SEWER PERMIT-7 Applicant: 62e4 Mailing Address: 71-7 Location: e, Phone Number: J 0 6 S- �41 / Legal Description: 7- ol--),S -4-Z, Lot Size: 7 Type of Soil Absorption System Is: 7_15W ,C-ZCJ Trench: Drainfield: Seepage Bed: Holding Tank: 13 Maximum Number of Bedrooms: 1 - Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: 7-6 FX 1,15 DEPTH LENGTH Z41_'3- GRAVEL DEPTH WIDTH 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(BMM_TN)- 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 departmen will be subject to prosecution. Minimum distance between a well and any on -site sewage disposal system is 100 fee 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 9 0 I certify that: (1) 1 am familiar with the requirements for on -site sewersandwells as set forth by the Municipality of Anchorage. (2) 1 will install the system in accordance with codes. (3) 1 understand that the on -site sewer system may require enlargement if the residence is remodeled to include more tha3 bedrooms. Signed: Issued by: Applict Date: SWP/024 Cf e5Yom-,­�% Municipallity of October 9, 1985 P.O. BOX 6650 ANCHORAGE, AL.ASKA 99502-0650 (907) 264-4111 TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Steven Skaggs Skaggs Construction PO Box 670690 Chugiak, Alaska 99567 Subject: Lot 7 Block 4 North Woods Subdivision Subsequent to the submittal of my letter to you dated September 20, 1985, I have visited the subject location on three different days. You and Mr. Bruce Corwin, Corwin and Associates, Inc., and I discussed the findings and results of my recent on -site inspection on the subject lot, and I advised you both verbally that I had rescinded the order for you to install two water monitoring holes on the subject lot; and to submit plans for the replacement or upgrade of the existing system. The purpose of L1lis cotresponderice is two -fold, namely; (i) to confirm my verbal rescinding of the requirement in my letter dated September 20, 1985, and (2) to advise that my recent on -site inspection indicated tht the system was installed according to Permit #840558 dated July 9, 1984. As you are aware there is currently a severe groundwater problem throughout this general area, and specifically underlying this particular lot. It is probably premature at this time to reach any final conclusions concerning Lot 7 Block 4 until the effect of the recently re -installed curtain drain system can be evaluated. I would like to reiterate tht the design and installation of any on -site or community curtain drain must be reviewed and approved by this office prior to installation. Sincerely, ,�./� r .✓cam-z.� Robert W. Robinson, Division Manager Environmental Health Division cc: Corwin and Associates, Inc.