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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 10H LT 6ARabbit Creek View &Heights Block I OH Lot 6A #020-581-32 Not Installed per Engineer of Record! Municipality of Anchorage P0. D,x IIXWZ-A) - Anchonigc, Alaska <.N6iMr)( A) - 471N) Elmnrc INt'l MCC; (1N17) 34&R3111 • FILX: QN17) 343$91X1 blip://mm ilmnimr-, Alayor,lfark I3cgich Developmerrt Ser-Oces Department 27 May 08 Deanna Johnson PO BOX 111889 Anchorage, AK 99511 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: S W070090 Legal Description: Rabbit Creek Heights Block l OH Lot 6A Dear Deanna Johnson: ,,,vent `off .'s r Department An On -Site Water/Wastewater Permit, number SW070090 issued by this office for a single-family system, will expire on 03 Jun 08. Permits are valid for 365 calendar days from date of issue. If this was a well permit and the well has been drilled, a well log and a pump install log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A one-time renewal fee for a second year may be issued for a $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, anlel J. Ro Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Conununity, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 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: Jun 04, 2007 Expiration Date: Jun 03, 2008 Permit Number: SW070090 Parcel ID: 020-581-32 Legal Description: RABBIT CREEK HEIGHTS BLOCK 10H LOT 6A Design Engineer: 0019 FLATTOP TECHNICAL SERVICES Owner Name: DEANNA JOHNSON Owner Address: PO BOX 111889 ANCHORAGE. AK 99511 - Site Address: NHN PAINE ROAD Lot Size: 20448 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field [?] Septic Tank Holding Tank E] Privy Q 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: Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. ozo —5'41 ^ 3 Ze ee ep iflR4N/ -- ZD Property owner(s) Deanna `%4n .roy Day phone 9S Z — 93Q -t_ Mailing address P.o. a o x 11 I& 6 9 i4++cA 99.5,11 Zip Code Site address )4 1+N Pa1no- Rcouo� Zip Code Legal description (Sub'd, Block & Lot) Los<6�,, 31 A -14"H, l;crb6;f « 10& Legal description (Township, Section & Range) Lot Size .�2cl 11 Ll y8 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field EK Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well FYI Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: y40 N 7S R 9s31— Waiver Fees: Date of Payment &'/Z2-/07 Date of Payment: Receipt Number: / `1 0 Receipt Number: (Rev. 11105) FLATTOPTEGHNWAL SERVICES CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS TED MOORE, P.E. 14530 ECHO CANYON ROAD PHJFAX: (907)345.1355 ANCHORAGE, AK 99516 E -Mail: tgmoore@gci.net May 22, 2007 M.O.A. DSD P.O. Box 19-6650 Anchorage, AK 99519 Dear Sirs: The purpose of this letter is to provide the required design narrative in support of our application for a permit to install an "Advantex" advanced treatment system to serve a proposed 4 -bedroom residence on Lot 6A, Block 1011, Rabbit Creek Heights S/D, located on Paine Road. A soils log, perc test results, a site plan, design drawings and specifications are enclosed for your review. As can be seen from the enclosed log for test hole #1 there is a stratum of silty sandy gravel between 1 and 5 feet below ground level that peres at a measured rate of 2 minutes per ilt.h. Beneath this is a dense gray gravelly silt and water seeps were encountered at the interface between the two strata. Because the monitored water level goes up and down in the silt stratum it does not appear to be impermeable. The topography of the lot in the area of proposed construction slopes downward toward the north at 23%. Because of the relatively steep slope combined with a shallow water table, we propose to install an "Advantex" advanced treatment unit that will discharge its residual into a 5 -foot wide shallow drainfield. Based on a slightly conservative soil application rate of 4.0 gp(L'sq. ft. for the treated residual the required area is (4x150)/4 = 150 sq. ft, which is achieved by construction of a 30 - foot long 5 -foot wide drainfield. To achieve adequate separation from the seasonal high water table and to further enhance the performance of the drainfield we plan to have it underlain by a minimum of I foot of coarse filter sand. The proposed treatment system consists of a 1500 -gallon epoxy -coated steel septic tank manufactured by Anchorage Tank, with an AX -20 Mode la filter pod that discharges by gravity into the residual disposal field. Due to the relatively steep slope of the lot we are calling for creation of a seasonal access road down to the level of the house to facilitate pumping as necessary. The proposed project will have no significant impact on present or future water supply and wastewater disposal systems serving adjacent properties, nor will it have any significant impact on reserved space -surface and subsurface, or on drainage. I am requesting the property owners to come into your office in order to execute the required maintenance agreement. Please give me a call at 345-1355 if you have any questions on this submittal. Sincerely, I:,./— %� Ted Moore, P.E. 1 1 1 ` LOT I SA LOT 29A (VACANT) (VACANT) 1 `I LOT 14A I 1 (VACANT) ADVANTEX SEPTIC SYSTEM 1 `I � LOT 30A ` 1 1 1 ` 1 ---------_ 1' ---- --------- --- -- --------------------t--------------- - HOUSE LOT 6A, BLOCK 10H 23% RABBIT CREEK HEIGHTS I 1 REPULEMENT 23%23% 1 I DRAINFIELD SIT: S3% - CONSTFUCT 5' x 30' RESIDUAL '1 I SOIL ABSORPTION DW14FIELD WELL 1 T.H. I #1 L31A LOT 5A 23%1 23 }}} (VACANT) 1 1 /II I 2]% ROP. 23% / I DRY OUSE INSTALL 1500 -GALLON 2Tx 1 23% "ADVANTEX" ATU TANK I 23% w. AX -20 MODE 1a POD 1I LOT 7A L4A PRO I I DRIVE : ROP. (VACANT) ` I , 1 PROPOSED I WELL SITE R=100- ------ — PAINE ROAD — — -— — — -- — — — -- — — — — — — -- — — — — — —' ---- ; — NOTE: WITH MINOR LOCAL VARIATIONS ROADSIDE THE SLOPE OF THE LOT WITHIN 100 FEET OF THE PROPOSED WASTEWATER DISPOSAL SYSTEM IS APPROXIMATELY 23% DOWN TOWADS THE NORTH, AS INDICATED BY THE SLOPE ARROWS. DITCH UNSUBDIVIDED LAND `r..Ys••::, t� • •vo LOT 6A, BLOCK 10H, RABBIT CREEK HEIGHTS S/D , 3M 49 m •; I� PROPOSED SEPTIC. SYS• EIA SITE PLAN , FLATTOP TECHNICAL SERVICES 1 INCH = 50 FEET ",�;,•,�,,, THEODORE F. MOORE a. / • 14530 ECI10 CANYON ROAD j DRAWN BY TFM 1 CE - 3589. �ct°Ar ANCHORAGE, ALASKA 99516 REV MAY, 2007 •••• 9y rp, -w NOTE: THIS IS NOT A SURVEY=D PUkT. � l �woo ,& ALL LOCATIONS SHOWN ARE APPROXIMATE. CONSTRUCT S -FOOT WIDE x 30 -FOOT LONG RESIDUAL DISPOSAL DRAINFIELD WITH — 0.5' GRAVEL 31.0' FILTER SAND UNDER PIPE C.O. INSTALL 1500 -GALLON ADVANTEX STEEL TANK 4" DIA. D-3034 FROM HOUSE ORENCO AX -20, MODE 1a TREATMENT POD AX -20, MODE 1a LT POD � MANHOLE RISER MANHOLE RISER J "A" PLAN VIEW SCALE: 1" = 10' GROUND 2 4" DIA. D-3034 ---' 1.5 �` 5 I 1 1.0'of1n"-21/2" SEWER GRAVEL 1.0'+ of COARSE 1500 -GALLON STEEL FILTER SAND "ADVANTEX"TANK CROSS SECTION "A" - "A" SCALE: 1" = 5' ►moi nuaxr_ a wac" c V a-35&4.4� +: MONITOR TUBE CLEANOUT 2' SOIL COVER 2" RIGID INSULATION 3 FILTER �` FABRIC _ CRIGINAI. te�� :ROUND 4" DIP.. F-810 PERF. PIPE BOTTOM EXCAVATION LOT 6A, BLK 1011, RABBIT CREEK TITS. SAS ADVANCED TREATMENT SYSTEM PLAN AND CROSS-SECTION FLATTOPTECIINICAL SERVICES I SCALE:ASSIKYJIN 14530 ECI10 CANYON ROAD I DRAW N BY: TFM ANCI IORAGE, AK, 99516 1 MAY, 2007 e Y Or FLATTOP TECHNICAL SERVICES c.�a ,,.•••. +@� 14530 ECHO ST. -'--"'- ANCHORAGE, ALASKA 99516 �!r✓�• E.�TH •i* 1 TEST HOLE # 1 t"••••••••••••••••••••••�•• I SOILS LOG —PERCOLATION TEST r I ^.;LO^Cet F. R.Ccru T T. LEGAL DESCRIPTION:Lot 6A. Block.1OH,_Rabbit Creek Heights S/D . Cc - 35 9 ; DATE PERFORMED: October 5, 2006 _—_-_- - PERFORMED FOR: _DeAnna Johnson and Dan Motokl _--_.._—.-_-._— ``• `''`' DEPTH SLOPE SITE PLAN (feet) Pt. and loam i — -- — - - - --- - -- -- - - -- _ 2 GM Somewhat silty sandy gravel 3 _ Brown, noncohesive 91 73 4- i - 23% T.H. ! ' #1 1 5- Water seeps i �_ 1 _9 1 v 7- ML/GM Gray Gravelly sift I ERE i Moist, cohesive 9 B.H. — ---- --I - -- -- - - Depth to Groundwater Date 11 Seeps @@@ 5.0' _—� 10/5/06 - 0% S-Water tps-i4.9'—___SLOPE ----. 12-" Water. @ 5,4`— 5/17/07__ 13- i LLL 14 Date Reading Clock I Net Time I Percx.meter Net Dror. I Time (minutes) Reading (inches) 15 -, ; F_10/5-' 12 Presoak. �-----� -- -------; 27 1/2_.._-- i i �r12"Resoak, ---12:47:40 _ ^71/2 16 Add_water_8 Start 12 47 40 23 /9 j at _ _ 12:52:40 = 5 - 23 B/g _ --41- - Add water 12:53:30 1 23 •/8 1 17 #2. --- _12:58:30 5 191/8 -41/4 - Add water_-_—_ 12:59:15_' —_ 23 •/6 18-� c -_.- #3__ .-1.04.15.--�- 5 Y19a16_ ._43116- .. 19-' 20 I_ PERCOLATION RATE .-2 (minutesfinch) PERC HOLE DIfWETER_ 6"- _ -- TEST RUN BETWEEN 2.5 __ FT AND—$.0 _._. FT COMMENTS:. -Recommend 5 -foot wide drainfield for Advanced Treatment System sized at 4.0 gpd/sq.. fL with dist .pipe invert at 0.8'_b g.l PERFORMED BY FLATTOP TECHNICAL SERVICES. I _ "�•'r/1.iyCERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (Flattop 7ecFinicaCSeni= 14530 Echo Street, Anchorage Ax 99516 None (90 7) 345-1355 Lot 6A, Block 1011, Rabbit Creek Heights Paine Road Wastewater disposal system installation Specifications 1.0 General: 1.1 The scope of the project consists of installing an advanced treatment system using a 1500 - gallon epoxy coated steel tank manufactured by Anchorage Tank and an "Orenco" AX -20, Mode 1 a treatment pod. The filtered effluent will flow by gravity into a 5 -foot wide by 30 -foot long soil absorption drainfield with an effective gravel depth of 0.5 feet. The drainfield is underlain by 1.0 — 1.5 feet of coarse filter sand. 1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor deviations from these drawings may be allowed or required by the engineer conducting the inspections. All construction procedures and material specifications shall conform to Municipal and State requirements. All separation distances shall be in conformance with Municipal requirements, unless specifically waived. 1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around any buried utilities. 1.4 The contractor shall provide adequate cover material and rough grading over all system components to ensure that proper drainage is achieved after settlement and that there are no residual depressions. Extra fill material will have to be imported to the project site in order to achieve the required 3:1 slope on the downhill side of the drainfield. 1.5 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the construction. 2.0 "Advantex" AX -20 Mode lb Advanced Treatment System: 2.1 The "Advantex" treatment unit major components include (1) a 1500 -gallon, 2 -complement epoxy coated steel tank and (2) a single Mode 1 a filter pod. All components shall be Municipally approved and shall be set level on undisturbed soil and backfilled in accordance with Municipal requirements as well as Orenco's and the supplier's instructions. 2.2 All pipe connections to the tank shall be equipped with waterproof mechanical couplings. The waste line from the residence to the tank shall have a minimum slope of 1/4"' per foot, and the waste line between the filter pod and the residual disposal drainfield shall have a minimum slope of 1/8 inch per foot. 2.3 The contractor shall be responsible to obtain the necessary Municipal electric permit and inspection, and shall provide a copy of the electrical inspector's report to the engineer overseeing the construction of the wastewater disposal system. 2.4 The second compartment of the tank shall be equipped with a watertight, insulated manhole riser and cover extending a minimum of 6" above final grade with positive surface drainage away from the manhole. The contractor shall be responsible for determining the necessary length of the manhole riser, and for properly positioning the Recirculating Splitter Valve (RSV) in the riser. 2.5 The control and alarm floats shall beset at the elevations specified by the supplier, and their proper operations shall be verified by the contractor. 2.6 The treatment unit shall be set up with a "VeriComm" remote monitoring system as supplied by the distributor, and the control panel for the unit shall be mounted at an approved location. 3.0 Residual soil absorption system: 3.1 The soil absorption system shall be constructed by creating a 6 -foot wide by 30 -foot long excavation to expose the top of a silty sandy gravel stratum at a depth of approximately 1.2 feet b=low ground level. The long axis of the drainfield shall be parallel to a natural contour of the ground and no closer than 10 feet from any property line. 3.2 The bottom of the excavation need not be level. Any compacted or smeared surfaces shall be raked to allow proper infiltration. A 12 - 18 inch thick layer of coarse filter sand shall be placed in the bottom of the excavation and compacted by foot to promote desired infiltration and to reduce the tendency to form a biomat. The top surface of the filter sand shall be 5 -feet wide by 30 -feet long at an elevation of 0.5 feet below ground level at the uphill side of the dminfield. 3.3 A total of 1.0 feet of washed sewer gravel shall be placed on top of the filter sand with the perforated distribution pipes laid level such that the pipe inverts are no less than 0.5 feet above the bottom of the sewer gravel. Sewer gravel shall be 0.5" - 2.5" washed gravel, with less than 1% passing the #200 sieve. The distribution pipe shall be 4" diameter F-810 perforated pipe. 3.4 The monitor tube and cleanouts shall be of 4" diameter and installed in the locations shown on the design drawings. The portion of the monitor tube extending through the sewer gravel shall be perforated. 3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. Frost protection consisting of 2 inches of rigid burial type insulation plus 2 feet of soil cover is to be placed over the filter fabric. 3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill slopes shall be no steeper than 3:1, and shall be extended out until they intersect natural ground. 3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and seeding to promote rapid revegetation of all areas disturbed by the construction. 4.0 Inspections: 4.1 A minimum of 5 engineering inspections will be required during the course of the project: (1) initial stakeout with the contractor to establish the location of the system and to discuss the plans, specifications and construction procedures, (2) after the native material has been excavated to expose the infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3) after the filter material has been placed, (4) after the sewer gravel is in place and the distribution pipe has been laid and connected up to the septic tank, but prior to placement of insulation or filter fabric, and (5) after rough backfill and grading is complete. The "Advantex" treatment unit requires one inspection after the tank is set level and the piping connected, but prior to backfill. This inspection may be incorporated with any of the above inspections. 4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in advance to ensure the availability of the engineer. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEENLAIUNICIPALITY OF ANCHORAGE AND _I CRn111L 3011A) S 0 A) THIS MEMORANDUM Or UNDERSTANDING made and entered into as of this �I of 20a by and between J^)EAn/1.r ` )Ahn scp Day of 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 \VASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AW WTS), described as amn7-6u located at 2. Definitions. Anchorage, Alaska. A. Alteration. Any change to the design or function of an AW 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 AWWTS 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 AWWTS that were included in the original design which would allow the AWWTS 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 2Ci2D ($fi/�_.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 term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS 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 F, ui mcnt. Owner agrees not to make any alterations, removal of parts or additions to the AWIVTS without a Construction Permit from the Municipality. 6. ATaintenance 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 O%vner 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: 11� "i�l1 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 AW WTS 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 AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 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 party 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: By: -' Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was ackno ledged before me this !"day of 20AY, by �Q t .u. �..� l �.., ^'1L NUT, rRY PUBLIC FOR?41 My Commission expires: 9 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.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Ted Moore Legal description: Rabbit Creek Heights, B10H L6A ®Permit ❑C.O.SJL ❑Inspection Report The attached paperwork has been reviewed and Is being returned for the following reasons: 1. The site plan shall have a description of the topography, areas of excessive slope, and extent of slopes and surface drainage patterns within 100 feet of any part of the system or portion of the lot intended for use for on-site wastewater disposal. AMC 15.65.030 D. Please provide this information on the site plan. 2. Will the proposed location of the well possibly prevent Lot 5A from developing? Could the well be moved to the south-east comer? 3. Missing AWWTS Maintenance Agreement. Name of reviewer: Deb Date: 5/24/07 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK LOT 29A (VACANT) ADVANTEX SEPTIC SYSTEM O LOT 30A LOT 15A (VACANT) HOUSE , , WELL L31A LOT 5A .r (VACAN.TJ' i r I � I I I r L4A ; r PROPOSED WELL SITE LOT 14A (VACANT) Ni CONSTRUCT 5'x 30' RESIDUAL SOIL ABSORPTION DRAINFIELD INSTALL 1500 -GALLON "ADVANTEX"ATU TANK w. AX -20 MODE 1a POD Lor 7A (VACANT) PAINE ROAb _------ ` -- — — —— ————— — ----- — -- — ----- -- ROADSIDE DRAINAGE DITCH r JI 49"' w ................... THEODORE F. MOORE CE - 3589 pro re d