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HomeMy WebLinkAboutSEIDLER #1 BLK 3 LT 4A• t t (i) Rodney P. Kinney Associates, inc. euseuue tnreeers a ssrsexes September 24, 2012 11 -RK -1624 Municipality of Anchorage On -Site Water and Wastewater 4700 Elmore Road Anchorage, Alaska 99507 Attention: Ms. Deb Wockenfuss Subject: Lot 4, Block 3, Seidler Subdivision Addition #1 On-site Wastewater Request for Waiver Dear Ms. Wockenfuss: On behalf of our client, Mr. Michael Leary, we are requesting a waiver for a setback distance of 35 feet between the absorption trench and a slope greater than 25 percent. The 50 feet setback requirement cannot be met due to the terrain and surface water located on the property. Additional discussion regarding the location is provided in the Eagle River Engineering Services letter to your department dated September 20, 2005, excerpts attached. The on-site wastewater system is believed to have been installed in 2005/2006 and consists of an AdvanTex treatment system with 1500 gallon tank, AX20 filter pod, and lift basin capable of treating 600 gallons per day. The 5'x 18' drain field is located east of the treatment system. The test hole completed for the system indicates soils consisting of well to poorly graded gravel with very little silt. The lot size is approximately 1.25 acres. The absorption field has been in operation for approximately six years with no indication of weeps on the cut slope. Also, the percolation rates performed in 2005 appear to be fast; therefore, the liquids from the drain field are expected to flow through the soil more vertically, having less potential to surface on the slope. The attached Figures I and 2 shows the existing conditions and proposed work to correct the current deficiency and to obtain an approved system. We will be retained to inspect the work and to provide you with as -built information as needed for approval. Please do not hesitate to contact me at (907) 694-2332 or by email at rodk@pr ka.net if you have any questions or need additional information.F aQ� L�� /�k..0 ... 9,11 Regards, / $ 49Tx ROD Y e 7r..* P. KINNEY ASSOCIATES, INC. y P. qiRim Rodne P. Kinney, Jr., P.E. CE7965 a Principal Il, , ostoop, �'� Attachments 16515 Centerliela Drive ■ Suite 101 ■ la01e Diver, Alaska ■ 99577 907.694.4884 0 Fax 907.694.1007 0 www.roke.net EL: 105, FILL: 1., A LS t EL: 104.4 FILL: 2.V EL: 104.0 FILL: 2.51 EL: 104.0 FILL: 2.51 EL. 104.4 FILL: 2.1, FILL: 1.67' ADD ADDITIONAL HEIGHT TO RETAINMENT SYSTEM AS NEEDED— RETAINING WALL) GRAVEL DRIVEWAY BOTTOM OF 1.5:1'$LOPE — A.C., DRIVEWAY FILL: I { JLOT 4 I I \ BLOCYC 3 ADD177CV Na 1 I I I I raJ \ I { I I \ EL: 107.63' i o I I A I I I I EL: 108.27' M. T. r \ TRfiVC \ 171 EL: 108.52' EL: 108.50' \ { EL: 108.35' \ EL: 107.96' GRADE BREAK ` �\ ILL AREA LEGEND GRAPHIC SCALE PIAL ®FILL AREA 10 0 5 10 SCALE: 1"=10' — —105— — CONTOUR (MAJOR) --102--CONTOUR (MINOR) ( IN FEET) 0M.T. MONITORING TUBE 1 inch = 10 ft. .LS LIFT STATION 35.0' EXISTING VARIES GROUND M. T. 2.5' FILL AREA OF ALS t1 EL: 106.58' EL: 114.83' EL: 106'08' INV. EL: 112.33' 1.5:1 257 HYPOTHETICAL LINE i. • . •// ADD ADDITIONAL HEIGHT TO RETAINMENT TRENCH/ RgOney P. Kinney Jr.: LS SYSTEM AS NEEDED /�Da�r� .. CE7955 qmm RETAINING WALL +11`e+e0o SECTION A—A \\""�� SCALE: 1"=10' (&RpmLOT 4, BLOCK 3, SEIDLER SUBDIVISION ADDITION No. 1 FILL DIAGRAM v�„ LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SEWARD MERIDIAN EAGLE RIVER, ALASKA rw,r wavw.wir ANCHORAGE RECORDING DISTRICT 9/24/12 FIGURE 1 S89'33'33"W 200.00' GRAVEL DRIVEWAY WELL GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. EXISTING GROUND DRAIN FIELD ALTERNATE LOT 6 U,j DRAIN FIELD 1 l EXISTING SITE LOT 7 BROADWATER HOG -175 SUBDIWEGV BLOOC 1 DECK �— LOT 3 o N N Y". 3 HOUSE 3 F.F.=100' N LEGEN A2DJACENT PROPERTY LINE 0 PROPERTY LINE — EASEMENT LINE in LOT 4 GRAVEL DRIVEWAY WELL GRAPHIC SCALE 50 0 25 50 ( IN FEET ) 1 inch = 50 ft. EXISTING GROUND DRAIN FIELD ALTERNATE LOT 6 U,j DRAIN FIELD 1 l EXISTING SITE LOT 7 BROADWATER HOG -175 SUBDIWEGV BLOOC 1 DRAIN FIELD ALTERNATE HOUSE NV. EL: Ii 109.35' _�_25% HYPOTHETICAL LINE 35' 50' SECTION B—B SCALE: 1"=20' F OF 4 tr V5 '. Ro ey P. Kinney Jr..' ti ' �y •'• CE7955 ' ,Yq°e% 'Ike. Aw 1�\ 1'+'ofeaeidpt,� �BPIiA LOT 4, BLOCK 3, SEIDLER SUBDIVISION ADDITION No. 1 ALTERNATE �,. LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SITE PLAN Y1�1)fMb� SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 9/24/12 FIGURE 2 M�IIr ®v,N�vvvin ON Y". 3 I LOT 21 LOT 5 LEGEN A2DJACENT PROPERTY LINE SCALE: 1"=50' PROPERTY LINE — EASEMENT LINE __670 --CONTOUR (MAJOR) 672 --CONTOUR (MINOR) — — STREAM M.T. MONITORING TUBE oLS LIFT STATION DRAIN FIELD ALTERNATE HOUSE NV. EL: Ii 109.35' _�_25% HYPOTHETICAL LINE 35' 50' SECTION B—B SCALE: 1"=20' F OF 4 tr V5 '. Ro ey P. Kinney Jr..' ti ' �y •'• CE7955 ' ,Yq°e% 'Ike. Aw 1�\ 1'+'ofeaeidpt,� �BPIiA LOT 4, BLOCK 3, SEIDLER SUBDIVISION ADDITION No. 1 ALTERNATE �,. LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, SITE PLAN Y1�1)fMb� SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 9/24/12 FIGURE 2 M�IIr ®v,N�vvvin ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND1 THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of _ ¢ her- of 20A, by and between aha I_e4v herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as NDN I LF X located at cSZMD LEV , * 17BLc.,, ;3 Lo ` Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of anAW WTS that Includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AW WTS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW WTS that were included in the original design which would allow the AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of Zmy— 4l ($ O .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The tern of this Memorandum of Understanding shall be for the life of the AW WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AW WTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations. Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: _-YAA.2L�J C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such parry thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OWNER: -S By. i Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this 30 day of 20A,by Ni�kaelLGary OTARY PUBLIC FOR ALASKA My Commission expires: ) (o l ,�%OTA,Jy PtOLIG Municipality of Anchorage a° Development Services Department Building Safety Division .,. On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.oi.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO50422 PID Number: 050-131.45 Name: CHUCK 0 NN Wastewater System: ® New ❑ Upgrade Address: I9 BIRCH HILLS DRIVE ABSORPTION FIELD Phone:ryry G Number of Bedrooms: f•J ( 0,L)D Deep Trench ® Shallow Trench D Bed D Mound D Other: LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: 4 GPD/FP 6.3 Ft. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 3 4 SEIDLER#1 3.1 Ft. 3.2 FL Township: _ Range: Section: Fill added above original grade: Gravel Length: .14N 2W 1 0.5 Ft. 18 Ft. Well: ®New El Upgrade Gravel width: Numberof lines: Distance between lines: 5 Ft. 2 2.5 Ft. Classification (Private, A B, C): Total Depm: Cased to: Total absorption area: Pipe Material: PRIVATE 400 Ft. 1 43 FL 150 Fe PVC Driller. Data Drilled: Static Water Level: Installer: Date Installed: COLE SULLIVAN 613/2006 38 Ft. GUARANTEED SERVICES 6/20/2006 Yield: 1.5 Pump Set ac 3.711 Casing Height Above Ground: 2 TANK GPM Ft. Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ® Other: ADVANTEX To Septic Absorption Lift Holding ublic/Private Manufacturer: Capacity: From Tank Field Station Tank Sewer Line ORENCO 1500 Gat. Well +100' }700' }106' 4.15' Material: PLASTIC Number of Compartments: 2 Surface Water +100' +100' +100' -- LIFT STATION Let Line +5' 3' +5' -- tze: 250 an acturer: ORENCO Gal. Foundation +5, +10, +5, -- "Pump on° level at: "Pump off' level at: High water alarm eC 44 in. 4tl in. 45 in. Curtain Drain +50 +j0 +50 -- Pump Make&Model Electrical Inspections performed by: OSI-P30.05 HAWG ELECTRIC Remarks: VISIBLE SURFACE WATER ELIMINIATED USING PERFORATED BENCH MARK PIPE AND DRAIN ROCK. GRINDER PUMP INSTALLED IN Location and Description: GARAGE SLAB AT DOOR BASEMENT, DUE TO SLOPE CONSTRAINTS. Assumed Elevedim 100 Ft. MORE FILL IS TO BE ADDED IN SPRING 2007. En i gp Inspections performed by: CHARLES BALZARINI Dates: 1" 6/20/2006 G 2 6/2012006 �P•' s Development Services Department Approval Conditional Approval Date: - • •• _...._......_ .................... �'•. CHRISTOPHER R, W000 ;. C1 7 //// Reviewed and approved by:p� /� 1�1s Date: ti• (Bar. W06)oe> - CLEANOUT - WELL 0 - MONITOR jfU LIFT INSULATION 96.0 1,500 GAL ADVANTEX MT -1 .5' FILL J1 I TH-1 96.9 3.1' YPAR 1 x113.9 .0 0 '. 0 J.2' G�tEL` 110.7 106,0_ 06 3j , 0 ....... 110.7 '#4t 108.7 104.0 BOTTOM OF T.H. 12/29/2006 ENGINEER'S SEAL WWWW'; MOYMAMF - ............................ VV% CHRISTOPHER R. WOOD... ............. Tyualiunutul Ul,)IJVDUI OYSLVIIL UfIU/Ur vveu w5pecuon Keport Legal Description: SEIDLER#1 LOT 4 BLOCK 3 - CLEANOUT - WELL 0 - MONITOR jfU LIFT INSULATION 96.0 1,500 GAL ADVANTEX MT -1 .5' FILL J1 I TH-1 96.9 3.1' YPAR 1 x113.9 .0 0 '. 0 J.2' G�tEL` 110.7 106,0_ 06 3j , 0 ....... 110.7 '#4t 108.7 104.0 BOTTOM OF T.H. 12/29/2006 ENGINEER'S SEAL WWWW'; MOYMAMF - ............................ VV% CHRISTOPHER R. WOOD... ............. 20' UTILITY THIS AREA REQUIRES ADDITIONAL 0 00 EASEMENT FILL TO MEET 35- AT :Z5%. OWNER'S STATEMENT SAYS THIS WILL BE COMPLETE SPRING 2007 3;: R. 0 SWING TIES C 26.0•j 20.6'I 0 SCALE 1"-40 D 070 026 ADVANTEX .1500 GALLON TANK 5'X I S' b 0 /AX -20 FILTER POD RESERVE SITE NO LIFT BASIN z HOUSE r1 TH-1 0 'XIS' DRAINFILED WELL - CLEANOUT - WELL 0 - MONITOR jfU LIFT INSULATION 96.0 1,500 GAL ADVANTEX MT -1 .5' FILL J1 I TH-1 96.9 3.1' YPAR 1 x113.9 .0 0 '. 0 J.2' G�tEL` 110.7 106,0_ 06 3j , 0 ....... 110.7 '#4t 108.7 104.0 BOTTOM OF T.H. 12/29/2006 ENGINEER'S SEAL WWWW'; MOYMAMF - ............................ VV% CHRISTOPHER R. WOOD... ............. HC LSO RETAINING WALL ADD ADDITIONAL HEIGHT TO - RETAINMENT SYSTEM AS NEEDED— BOTTOM OF 3:1 SLOPE — GRAVEL DRIVEWAY A.C. DRIVEWAY \ I I ( Loi 4 1 \ I I BLIX.YC 3 j 1 SE7DLER SfIBDW301V I I 3 � �ADD17ICN No. I I I 1 I i I I I 1 I M.T. 1 A A I A I \ I o I 1 rRFNcy� i 1 \ GRAPHIC SCALE PLAN ®FILL AREA 10 0 5 10 SCALE: 1"=10' --105--CONTOUR (MAJOR) — —102— —CONTOUR (MINOR) ( IN FEET) °M. T. MONITORING TUBE 1 inch = 10 ft. OLS LIFT STATION 35.0' EXISTING VARIES GROUND 2 5' FINISHED GRADE M.T. FILL AREA N EL: 106.48' EL: 114.83'/�Q • ' t��11 EL: 106.08' INV. EL: 112.33' �0-01Ax�o � 3:1 �..... ..... 25% HYPOTHETICAL LINE EL: 106.00 ADD ADDITIONAL HEIGHT TO �............... .... TRENCH RETAINMENT SYSTEM AS NEEDED II P. Kinney Jr. �4 LS - 1 ;.y. "., CE7955 ,•'.,f A' RETAINING WALL II,rPf SECTION A—A SCALE: 1"=10' �BPI(A LOT 4, BLOCK 3, SEIDLER SUBDIVISION ADDITION No. 1 FILL DIAGRAM LOCATED WITHIN SE 1/4 SECTION 1, T14N, R2W, 11 &RPK C. SEWARD MERIDIAN EAGLE RIVER, ALASKA ANCHORAGE RECORDING DISTRICT 6/18/13 FIGURE 1 II�IIIr �t,M.11M1 Jamaty 8, 2007 To Whom It May Concem: At Lt 4 Bllt 3 Seidler the septic was wired by Hawg Electric to NEC standards. We can be reached in our office for any quesfiom or concerns you have at 907-746-5543. Thank you, Hawg Electric Steven L Pettit L,d bOLO-469-LO6 uunp aeydolsuyo e9b:LL LO 90 Uar ❑u nviznni 1S:zb b882259 SULLIVAN PAGE 01/01 �tCerfifieb *rifling tog by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670772, CHUGIAK, ALASKA 99567 -TELEPHONE 898-2759 OWNER OF LAND: C N4/yG dbi 11i ADDRESS: LEGAL DESCRIPTION: 1r0_ a!// 476!5 4% 7' I DATE--& 3/ D PERMIT NUMBER: QrQgd2 Date of Issuer _ O' TAX IDENTIFICATION NUMBER: o sa _ r 31 _ Is "I located at approved permit location? (Q a"s ONO Method of Drilling: Mary O cable tool Depth of well: _'oo Casing Type Wall Thicknessinches Diameter—, - ID �' inches,depth 43 feet Liner 7j per. —A),) 0jL Casing Stickup }Wove Ground: feet Static Water Level: --- 3 e4 feet Recaver Rate: r, s-gpm &TBW_ tNYAdo AAC, Method of Testing: Wisll intake Opening Type: O open end 64menn hole O Screened; Startfeet Stopped feet *Perforations Start feeCA t ,Stopped feet Grout Type /,j�w}aJr7kame Depth: from _a— feet, to -4-0 feet Well disinfected Upon Completion? ta-,�es O No Method of Disinfection: a Ate 1« LA _IZWI Comments: S:Ifrg(P 'rnC_x4)-to Q 92Y CA 0 J/Z�j;_- A Ibo d,4Aacx 644Y i3hdsehQ64i��.J dP'I i��OrLti[�K 6'f.����hef z rC�.r71• fa)' a.AC r)CrK 6 'ma I Driller's Name is r.A f ctrl f`1 V -Z, ATTENTION: It is the responsibility of the property owner to submit a copy of the well to to the Proper a=uthori F of Anchorage: Department Of Health & Human Services and/or Department or Envr iron g� Tn[ C� Se tatl_. k -rZr! [2n n ,fth Department of Environmental Conswvatlon. rJ LOT 3 LOT 2 LU LOT 4 BLK 3 O O C N ELEC TRANS O GRAVEL D/W \ M o• \ N i ss VJ. 00\:op� s� a PCP sJ GRAVEL ory O D/W (iJ 00, \S S� 56' V � 66,R/�F , 40\Iv ANCHORAGE RECORDING DISTRICT ASBUILT OF: SEIDLER SUBDIVISION ADD NO 1 LOT 4 BLOCK 3 PLAT 71-124 SURVEY CERTIFICATION: I, John L. Schuller, have conducted a physical survey of this properly as shown on this drawing and that the improvements sltuated thereon are within the property lines and no encroachments exist other than noted. EXCLUSION NOTES -It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. UEC. 22, 2006 1"=40' 06-134 DRANK BT: CNEQG D B GRID NNMRFR- JLS I NE253 1 0603/28 LOT 1 N 89'57'10" E s GRAVEL D/W 200.00' Aq22 IDMH G OMH AME > /E '{oW22.0'VEL/W LOT 5 SHED/GARAGE 81.5' SEPTIC VENTS \ Yoo 1k� na I N F- O J i �SF'•.oF•.AL�\1 .`SQ �? 49TH v ro -JOHN L. SCHULLERr '•. LS -10408 YMID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)868-3791/FAX (907)868-3793 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 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Nov 07, 2005 Expiration Date: Nov 07, 2006 Permit Number: SWO50422 Parcel ID: 050-13145 Legal Description: SEIDLER #1 SUBDIVISION BLOCK 3 LOT 4 Design Engineer: 0848 Eagle River Engineering Services Site Address: 11719 BIRCH HILLS DRIVE Owner Name: CHUCK DUNN Lot Size: 71341 SO. FT. Owner Address: 1300 E. 19TH AVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99501 - This permit is for the construction of: M Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked 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. Received By. e�./' //// i/l CJ- Date: // /0;/05 Issued By 111Z Date: Municipality of Anchorage \'°� ' " 1:0. Dix 19fifsil) • AncLurngc, Alnslnt 71.119 ('>t il) • Tcicpltrntc OM 3S34M)l • ra<(l)(M M -R-0) " i 4709 Brug w Stncl • Ancl uragc, Alaska 9rkA)7 xrw.mtutl.nrg Mayor Mark Begich Iluilding Safety Dis3sion November 7, 2005 Christopher Woods Eagle River Engineering Services F.O. Box 773294 Eagle River, AK 99577 Subject: Waiver Request for Seidler #1 Block 3 Lot 4 Waiver Request WR#: 050098 Parcel ID # 050-13145 SW050422 Dear Christopher Woods: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is a 1 foot horizontal separation from septic field to east property line waiver & 5 foot horizontal separation from septic tank to east property line. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, P Goodalll Engineer On -Site Water & Wastewater Program Conlntunii.y, Security, Prosperity Municipality of Anchorage Development Services Department • +e Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.mchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#:050098 PID#:050-131-45 HA/Permit# SW050422 Date Received: November 7, 2005 Legal Description: Seidler #1 Block 3 Lot 4 Engineer: Christopher Woods Eagle River Engineering Services P.O. Box 773294 Eagle River, AK 99577 Applicant: Chuck Dunn _. PP o : <o Waiver Requested: 1 foot horizontal separation from septic field to east property line waiver & 5 foot horizontal separation from septic tank to east property line. Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: 1r AJA' 'bon A 510/1, L✓aioe ig 9�anfe�. Set; RPKA t/JAioer t-e�ue5i' le'%fer. ,6/jtct/ 6/yt� 3 ,...................................................... on.......... a...... Waiver is Granted: X Waiver is not Granted., List Conditions or Reasons for above: Date: 1117105 By: Joe Goodall Name of Reviewer ,...................................................... a........... a...... Rec#: 74276 Amount: $175 Date Paid: 1117/2005 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us. (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. b56- I __'�/- US Permit Number SW Property owner(s) C lft*� C K a "►Av'✓ Day phone 2 2 3-a 90.0 Mailing address (1) PV (3171- 77/4y3 0- Mailing address (2) /306 E /qVh /1442, bM Zip Code Legal description (Lot, Block & Sub'd.) SCl U Q 'I LOT It 9Loc/C 3 Legal description (Section, Township & Range) T /c/N 2 2 W S E C- Z - Lot Size 743q/ Acre Sq.F THIS APPLICATION IS FOR: Number of Bedrooms Sewer Only ❑ Well Only ❑ Sewer and Weil [� Water Storage ❑ Sewer Upgrade ❑ 11111`�tIgojl_4l4Mill *leiaflli14 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 Fami Dweld Is In accordance with applicable Municipal Codes. 7g (Signature of property owner or authorized agent) Permit Fees: X017 ,�10 _k 1 IC -S AD Waiver Fees: Date of Payment: 2 Sri l xoa Date of Payment: Receipt Number: -7q42l Lp _ fn Receipt Number: (Rev. 12100) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 Eagle River, AK 99577 October 31, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Seidler #1 Block 3 Lot 4 Slope and Surface Water Clarification Dear Mr. Roth: (907) 694-5195 tel (907) 694-3297 fax Eagle River Engineering Services (ERES) was contracted to design a septic system at the above referenced property. A permit application, site plan, and specifications were prepared, and a Submittal comment sheet was generated by the On -Site department with concerns over slopes and surface water. More than a month has elapsed since the review of the permit by your department and several improvements have been made to the property. Fill has been imported, slopes have been re- worked, and visible surface water has been eliminated. We are confident that all surface water within 100' of the proposed primary and secondary septic systems has been eliminated. All slopes within 50' downhill of the proposed leachfields average less than 25%. Please use this information to expedite the review and approval of the prior submittal, as winter conditions are imminent. If you have any questions please call our office at 694-5195. Sincerely, ys� Chnstop rg.E. Principal V003\05-055SEPTIGTIARRATI VE SURFACE WATERoo - TEST HOLE ELIMINATED WITHIN 100' - MONITOR TUBE OF SEPTIC SYSTEM. o. CHECK FOR AND ELIMINATE a ANY REMAING SURFACE WATER - EASEMENT IN THE SPRING. - PROPOSED LEACH FIEL AW O a� P WELL +200' SEPTIC +30' _ y I I ��• WELL +200' pAiD. SEPTIC +30' j %'* �0� 01 \y �0 ?o, 00 cUi 36 0 C 0 N 20' UTILITY EASEMENT \ 200.00' ` o � o ` o 100' CREEK OFFSETS 3 ` N \ Q o PROPOSED 0.1 \2'X \1b'. N SITE NEW DDERN,ANwTFyXEM iEWESTED WELL +200' SEPTIC +30' / I INSTALL NEW ADVANTEK / 1 11500 GALLON TANK 100' CREEK j AND UFT e�vri Poo OFFSET I i I / / / d ------/ / / SEPTIC AREA i / / I I APPROXIMATE AW 1 WELL LOO R 1 w0 \ \ ♦ ♦ ® - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEAN OUT + - WELL — — - EASEMENT - PROPOSED LEACH FIEL - EXISTING LEACH FIELD o - DRIVEWAY �- - SURFACE WATER 1. NO KNOWN CURTAIN DRAINS 2. NO SEPTICS WITHIN 30' UNLESS NOTED 2. NO WELLS WITHIN 200' UNLESS NOTED WELL SEPTIC SITE PLAN ..•oF`����� LEGAL: SEIDLER 1 LOT4, BLOCK3 _�P��• ACgs�' OWNER: CHUCK DUNN CONTRACTOR: UNKNOWN %* 49 — . . ... . ... ... JOB# 05-055 DATE: 10/28/05 SCALE 1"=60' i_ EACLE RIVER ENGINEERING SERVICES f� CHRISTOPHER R. WOOD. CE -10387 P.O. Box 773294 • EACLE RIVER AK. 99577 (907) 694-5195 FAX. • (907) 694-3297%, Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW Road Suite 201 Eagle River, AK 99577 September 20, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 (907) 694-5195 tel (907) 694-3297 fax Re: Seidler 01 Lot 4 Block 3 Septic System and Well Permit Application and Narrative, Lot Line Waiver Request Dear Mr. Roth: The owner of the above property has contracted with Eagle River Engineering Services (EKES) to design a well and septic system. The terrain and surface water located on the property severely limit the location in which a septic system may be located. They upper northeast comer has a plateau located 100' from flowing surface water. We propose to site an advanced wastewater treatment septic system in this location. Soils are a poorly graded (GP) gravel, with groundwater at 11.5' below ground surface. An Advantex system will be utilized to minimize the size of the leachfield (proposed size 5'X18'). We do not believe that a conventional leachfield can be installed due to the size required for a conventional system, and the slope and surface water setbacks. Even with the small leachfield size, we are requesting a lot line waiver of 1' in order to maximize the distance from the leachfields to surface water and steep slopes. The proposed well and Advantex septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all of adequate size, allowing sufficient room for septic sites if planned accordingly. 2. Immediate neighboring septic systems are all +30' distance, and wells +100'. 3. This permit is for a well and septic system only. 4. Drainage will not be affected and is not a major consideration in our design. This work will not affect the reserve area on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES Christopher R. Wood, P.E. Principal \2003\05-05 5 S E PTI CNARRATI V E. DOC /' '♦ ♦ N 69'57'10"E \ 200.00 0 20' UTILITY 0. CR EASEMENT d. \ 9 100' CREEK OFFSET \ / i / / / O/ O / Q / WELL +200' i CREEK SEPTIC +30' 2 .elm 2 I I ZWELL +200' ' SEPTIC +30' �\O !_4= INSTALL NEW ADVANfE)( 1500 GALLON LINK W AX-iPOD Id D LIFTT RASJ BALN Y i kEDJbC - 00. 7�0 S� ?p �. 00 cl \� N B6?7 J6 00C / 1 100' CREEK I OFFSET / 1 / I S / t� ES1 °CINE srtE Ls x e oEEw"E"v,NWWr�x�m LOT IV kowuESiEO OF�� WELL +200' SEPTIC +30' ® - TEST HOLE • - MONITOR TUBE o - SEWER CLEAN OUT + - WELL — - EASEMENT -- - PROPOSED LEACH FIEI EXISTING LEACH FIELD © - DRNIEWAY '�- - SURFACE WATER 1. NO KNOWN CURTAIN DRAINS 2. NO SEPTICS WITHIN 30' UNLESS NOTED 2. NO WELLS WITHIN 200' UNLESS NOTED WELL/SEPTIC SITE PLAN LEGAL: SEIDLER #1 LOT4 BLOCK3 OWNER: CHUCK DUNN CONTRACTOR: UNKNOWN JOB 05-055 DATE: 09 20 05 SCALE 1 "-60' EACLE RIVER ENGINEERING SERVICES P.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3297 OF „••.. CS cw- o . CHRISTOPHER R. WOOp.' k, CE -10387 ,1t1h:I0ESSIOtt �� Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577.3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Seidler #1 L4 B3 September 20, 2005 A. GENERAL 1. The well & septic plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. S. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. ADVENTEX SYSTEM AND SEPTIC TANK 1. Septic tank shall be a fiberglass or steel 1500 -gallon tank capacity of MOA approved construction for use with Advantex system. Install as per current manufacturers recommendations for conditions in Alaska. 2. Install one AX -20 filter pod over septic tank capable of treating 600 gallons per day of waste flow. 3. Install Orenco 24" pump basin PB -2496 outside septic tank, with OSI pump model P30-05 and controls to allow 23 gallon dosing of septic leachfield. Set pump float to 13.5" above pump, timer for 1 minute dose time. Controls to be installed to MOA code by licensed electrician familiar with OSI applications. Controls to include a dedicated phone line and web based monitoring system. 4. A municipal Inspection report or receipt from a licensed electriclau shall be provided to the engineer verifying lift station wiring to all applicable codes. C. DRAINFIELD 1. The drainfieid is to follow the natural land contour to maintain uniform total depth of the drainfield bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the drainfield excavation is not to exceed 6.5' at any point with relation to ground surface. 4. Two -feet of imported filter sand is to be installed in the bottom of excavation. 5. The effluent line within the drainfield shall be laid level within 0.03'. 6. The drainfield gravel is to be covered with typar fabric material. 7. A combination of 2' of soil and 2" extruded board insulation to an equivalent depth of 3' is to be placed over the leachfield. 8. The area over the drainfield is to be finish graded to prevent ponding of surface water runoff. 9. The septic tank and leachfield must not be closer than 100' to any existing private well, or 100 feet to any surface water, spring or outfall. We recommend a licensed land surveyor to mark the 100' setback to surface water, and the lot line adjacent to the leachfield excavation. %I997105-055AdvantcxDrai n ficldSpecs.doc Eagle River Engineering ,Services Christopher R. Wood, P.I:. Continued: RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 6.5' max. FILTER SAND DEPTH= 2' GRAVEL DEPTH = 3' under pipe, 2" over pipe DRAINFIELD LENGTH = 18' DRAINFIELD WIDTH = 5' SOIL RATING = 4 GPD/ft' BEDROOM CAPACITY= 4 SEPTIC TANK = 1,500 Gal Advantex compatible tank w/ AX -20 filter pod and lift basin EFFLUENT PIPE = 1" PVC with 1/8" holes oriented down spaced at 0.5' OC. 2 runs of 1"effluent pipe in each leachfield 2' between pipes 1.5' from sidewall ofdrainfields. Provide 2" insulation over piping run from tank to manifold, and on manifold. Twenty-four(24) hours notice required for all inspections. %I nficldSpccs.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 05-055 Calculated By: CW Date: 09/12/2005 Legal: Seidler #1 Lot 4 Block 3 Single Family 4 Bedroom Dwelling TEST HOLE 1 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) = Gravel depth (D) = 600 gallons 28 minutes per inch 4 gallons per day per square foot 150 square feet 5 feet 3 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.58 $• $ / Total Excavation Depth =. feet Required length = 18 feet Z ( Ss1v1b Iov)m RE—q'p 05-055 AdvantexdrainfieldCalc.xis 9:36 PM09/12/2005 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Sragaw St. P.O. Box 196650 Anchorage, AK 99519{650 �, ri_++^w.d.en_�choraae sy4,_ts (fin 343.7904 Soils Log - Percolation Test Performed For. Cfl N- IC D IA A LA Date Lepel Description: S,-_j•b� L* f U a T Shoe Township. Range. Section: _j` ![�/ SF ! I Depth uH r t: 0RA,LltiN o o G1►�l -G1P a o GR�1�tZ - G o VE,("/ Ls it LE ` 5A ti b 4- Ot- O 1 I�ROr.JN uH r t: