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Home My WebLink AboutTRAILS END BLK 2 LT 4ATrai*Is Ends Block 2 Lot 4A #015-191-59 Municipality of Anchorage P.O. Box 196600 • tinelwragc, Alaska 99019-66,90 • Teleplimie (907) 343-8301 • Pae (907) 3438200 4700 Bragaw Street • Anchorage, Alaska 9.W7 Mayor 3lark Begich i.mg Bwldang Safety Division 19 Jun 07 Susan Deitz 11900 Trails End Road Anchorage, AK 99507 Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW060228 Legal Description: Trails End 132 L4A Dear Susan Deitz: An On -Site Water/Wastewater Permit, number S W060228 issued by this office for a single-family system, will expire on 26 Jul 07. 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, &&W/ - fa;qL- Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, 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 f WATER SUPPLY PERMIT Initial Permit Number: SWO60228 Date Issued: Jul 26, 2006 Expiration Date: Jul 26, 2007 Parcel ID: 015-191-59 Legal Description: TRAILS END BLOCK 2 LOT 4A Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 8320 LONGHORN STREET Owner Name: SUSAN DEITZ Lot Size: 20130 SQ. FT. Owner Address: 11900 TRAILS END ROAD Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99507 - This permit is for the construction of: Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By. Date: 7 ?C o Date: July 26, 2006 Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Subject: Waiver Request for Trails End, Block 2, Lot 4A Waiver Request WR#: 060035 Parcel ID # 015-191-59 SW060228 Dear Jeffrey Garness, P.E.: 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 I feet. 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, VA Deb Wockenfuss Civil Engineer On -Site Water & Wastewater Program 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.ci.anchomgc.ak.us (907)343-7904 Waiver Review Worksheet WR#:060035 PID#:015-191-59 HA/Permit# SW060228 Date Received: July 26, 2006 Legal Description: Trails End, Block 2, Lot 4A Engineer. Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Applicant: Susan Deitz Waiver Requested: lot line Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: I ........................................................... wassee........ Waiver Is Granted: X Waiver is not Granted. List Conditions or Reasons for above: V lot line waiver Date: 7126106 By: Deb Wockenfuss Name of Reviewer ......................................................................... Rec#: 46631 Amount: $ 75 Date Paid: 7/26/2006 Municipality of Anchorage .•ii' I1'li; •:;: Development Services Department j Building Safety Division �— OnS to Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 615-1011- 59 Property owner(s) SUSAN nEITZ Day phone 317-5306 Mailing address 11900 TRAILS END ROAD • ANCHORAGE. AK Site address B 326 W ('qog-IJ gT Zip Code 99507 Legal description (Sub'd, Block & Lot) TRAILS END SUBDNISIOW BLOCK 2. LOT 4A Legal description (Township, Section & Range) N/A Lot Size Acre q.F THIS APPLICATION IS FOR ( ®all that apply): Absorption Field ED Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms THIS APPLICATION IS AN: Initial ED Upgrade ❑ Renewal ❑ 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. GARNESS ENGINEERING GROUP, Ltd. Permit/Rush Fees: Date of Payment: Waiver Fees: i Date of Payment: 141 (44, Receipt Number. j 1!0 Receipt Number. (Rev. 11/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 11, 2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Well and Septic System for Trials End Subdivision; Lot 4A, Block 2, To whom it may concern: The proposed 3 bedroom house is to be served by a private well and septic system. Test holes were excavated on this property on 8/22/2005. Groundwater was found to be shallow in the test holes. Per our recommendation, a curtain drain was installed this past winter in order to divert surface and groundwater. On 4/18/2006, we returned to the property to excavate an additional test hole and to reinstall a new monitoring tube for test hole #1. Groundwater monitoring was performed during the month of May and found 2+ feet of unsaturated receiving soils for a proposed septic system and an alternate site. Given the limited area for a septic system, we are proposing that a SCATT"t Aerocell treatment system with 5 -wide trench type drainfield be installed. The drainfield will be designed around the 30 foot radius of test hole #1. Comments regarding the design are summarized as follows: SOILS: See the attached logs that show the soil classifications, groundwater monitoring, and the percolation test results. The highest groundwater reading in test hole #1 was found to be at 8 feet during the month of May. Test hole #3 had a monitoring tube installed for the test hole, but the monitoring tube became non-functional due to the tube sloughing of soil into the monitoring tube. However, we performed groundwater monitoring in the 4 feet deep bench next to the test hole which has always remained dry during our May site visits. Basically, there is 2 feet of unsaturated receiving soils for test hole #3. It is our opinion that an application rate of 3.0 gallons/day/ft2 should be used with the utilization of the SCATIm Aerocell treatment system.. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. All areas on property where ponding may occur will be required to be filled and graded to prevent any surface water from occurring during snowmelt and rainfall periods. TOPOGRAPHY: As can be seen on the attached topography site plan the average slope in the proposed septic area is a 15f percent running approximately northeast to southwest. The 5 -wide drainfield is to be installed slightly into to the side slope in order to maintain the 20 foot setback 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 0 Fax: (907) 338-3246 0 Website: www.gamessenginecring.com from the curtain drain. See the attached design profile for more details regarding the specifics of construction. LOT LINE WAIVER: We are request a I foot line waiver be granted from the west lot line to the proposed septic system. We are unaware of any adverse impacts with the granting of this waiver would have on adjacent wells or septic systems. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your .E., M.S. NOTE. A site plan drawing, a design drawing, three detail drawings, a topography site plan, three soil logs, and a 7 page construction specification letter are all part of the design package for this septic system. 3701 E. Tudor Road Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: www.gamessengineering.com NUMBER OF BEDROOMS: 3 GALLONS PER DAY (CPO): 450 PERCOLATION RATE/S: 10 h 7.5 MIN./INCH PROPOSED APPLICATION RATE: 3.0 MINIMUM ORAINFIEL.O SO.FT.: 150 MAXIMUM DEPTH: 5 FEET WIDTH: 5 FEET LENGTH: 30 FEET M.O.A. APPROVED SAND FILTER: 2-3 FEET EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 150 PROPOSED DRAINFIEL PROPOSED 650 S.CA1 AEROCELL UNIT— PROPOSED 1500 GALLON S.T.E.P. TANK WITH $.CAT. PUMP AND CONTROLS — N 1' LOT UNE / /PROPOSED I WELL jC0 I V C( ko I I H03 PROPOSED 3 BEDROOM MOLISE —�- DRY WELL •'� ��'^ — --------4 E_ 0 NOTE: THE CONTRACTOR MUST HAVE THE EAST AND WEST LOT LINES, THE CURTAIN GRAIN, AND ALL SURROUNDING WELL RADII FLAGGED ErY A REGISTERED LAND SURVEYOR. PRIOR TO CONSTRUCTION -NEW CURTAIN DRAIN. INSTALLED DURING THE WINTER OF 2005/2006. LOT 6A, BLACK 2; TRAILS ENO S/D SITE CEG, Ltd. HAS A 7 PACE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT DEC. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND 10' UTILITY EASEMENT GARNESS ENGINEERING GROUP, Ltd. LllL)-*CONSULTANTS i GENERAL CONTFIACTORS L 3MI 4 I XA OMD. ll 101. MC -OWL. Y M!0)PREPARED FOR: PHONE NUMBER: PACE NUMBER:J MATT POLACK 317-5306 2 OF 5 0 ,A •. LEGAL DESCRIPTION: DRAWN BY: Uaeo,• TRAILS END SUBDIVISION: LOT 4A, BLOCK 2 J.L.M. Op e� TYPE OF WORK: DATE: 0� DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 7/10/2006 (Rev. 0IM5) ~.... .d 1•. w' / i / / / / /PROPOSED I WELL jC0 I V C( ko I I H03 PROPOSED 3 BEDROOM MOLISE —�- DRY WELL •'� ��'^ — --------4 E_ 0 NOTE: THE CONTRACTOR MUST HAVE THE EAST AND WEST LOT LINES, THE CURTAIN GRAIN, AND ALL SURROUNDING WELL RADII FLAGGED ErY A REGISTERED LAND SURVEYOR. PRIOR TO CONSTRUCTION -NEW CURTAIN DRAIN. INSTALLED DURING THE WINTER OF 2005/2006. LOT 6A, BLACK 2; TRAILS ENO S/D SITE CEG, Ltd. HAS A 7 PACE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT DEC. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND 10' UTILITY EASEMENT GARNESS ENGINEERING GROUP, Ltd. LllL)-*CONSULTANTS i GENERAL CONTFIACTORS L 3MI 4 I XA OMD. ll 101. MC -OWL. Y M!0)PREPARED FOR: PHONE NUMBER: PACE NUMBER:J MATT POLACK 317-5306 2 OF 5 0 ,A •. LEGAL DESCRIPTION: DRAWN BY: Uaeo,• TRAILS END SUBDIVISION: LOT 4A, BLOCK 2 J.L.M. Op e� TYPE OF WORK: DATE: 0� DESIGN OF PROPOSED WELL AND SEPTIC SYSTEM 7/10/2006 (Rev. 0IM5) ~.... .d I I ARtD ICA \ II tp / V4 vo l Itw'1�T�'� \ \ \ i 6a ' Slog �Q1 / APPROXOMATE tNocrl LOCATION ♦�Ot 1• 1 J ( W I I � II II II \� II I PPQE 1 1 I WELL RADIUS (� 1 � 1 \ PROPOSED UW< \ SEPTIC SYSTEM N \ \ TRAILS END S/D:\ LOT IA. BLOCK 28 PROPOSED �0 iEAWAY FOREST S/D: LOT 1. BLOCK 1 I I\ —PROPOSED I I \ 3 BEDROOM �• _ HOUSE I I I I �PTIC I ARaD ----J L---- -------------i-------- (NO CONCERN) HIDEAWAY FOREST S/D; LOT 2. BLOCK 1 (VACANT) �F'-pS "cc (3� Q►�c.D a, I, FIS 0 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS t GENERAL CONTRACTORS • • • • M1 [. TIN• I.YO. [UR 10.. 11MOOIbL(. u [0'HIl . /.EI( (Y011yl-[IT . fu (e0l)]]e�]]N . Resrt' ...0✓'rM.ipwwYyun 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: MATT POLACK 317-5306 1 OF 5 0. LEGAL DESCRIPTION: TRAILS END TYPE OF WORK: SITE PLAN FC (Rev. 07N5) LOT 4A. BLOCK 2 B.F.M. 7/10/2006 `......... ---------- MTO CO O O i L ---------------------------J 30 FEET LONG - 1.25' FEED UNE AND 2' RECIRC. UNE WITH 30 FEET LONG - GARNESS ENGINEERING GROUP, Ltd. e ' T CONSULTANTS i GENERAL CONTRACTORS •"'• '•""•"" aa.a. n jai . woaawG r anm • wa[ (panzer -alta • W (wntiv-u.a • K�-..;OF y....k.., PREPARED FOR: PHONE NUMBER: PAGER: •• •••............. MATT POLACK 317-5306 35 �Q '• ey Gorness:' LEGAL DESCRIPTION: N BY: CE -79 TRAILS END SUBDIVISION; LOT 4A. BLOCK 2 �•L•M• O�aeI!'�o4dv 0 TYPE OF WORK: DATE: 4OO�ODOO�000 DETAIL OF PROPOSED DRAINFIELD 1 7/10/2006 (Rev. OIM5) 000000Oppo4 � c%OD C W . O � N2G oQ; "�o 0 0 Ol Q� ^ y b a 2� 8 OQ� pyo 20 fig rr CS W h 1, CE Va &7Q^. yy Iy ,i 6p2 ) ppJ F221! Q�W CCC y4} pyWT t pp 5g} • P r} x.9 t r.v a. W O N 11' �1 �j .y■pi W v. V Z 2 I W 1 { .L :ef 120 to � >':fi»:;::..{- v1 i O x C7 k Cl! : /JN 0 W W N Z G3 W O - ~WW W Po f-f' > NZ�J(n O aZOW wJ�N ZFY2 OtlZ<ZYZ �WZ� O Pv MWWj LAI a'LLJ VI QZ �a L) < z qh kk� QOnLoO W S O m� < W > Q ck:6 ;J + WZ Z Z cr Og : U d `) d aooOo4pppp v `%P • • � 't�4 ooQ '• %4 0 0 to ��' • � ° I vih OQ�� o a0 j o ekv$ pp�4pS:. as o a 4 ' a 0 0 4j d e a 2 `= t wf a� k W W W N` j > WW N� ¢¢ W J (7 F- ri c �WZ� U v� �-UJ.< N N Q O 1—Q�Q a r WK o W �" Lr) ?o 0 ZUPO W 3 3 z >N_j(D ��3 K� a C.) r3 m Q u L+1 ULi ry a m J F [z Z �� • _ J•.. O O" 5 J � u� Q. a GARNESS ENGINEERING GROUP, Ltd. �,� T °0 CONSULTANTS b GENERAL CONTRACTORS A — •�; A 3», c noro sorA sun 101 • w.°.oMa., r. satyr (W? ? -4l» • r..: sor -u•a • .Esyrz: o.......v:..ra.«. � SOIL LOG - PERCOLATION TEST :••„a LEGAL DESCRIPTION: TRAILS END SUBDIVISION: LOT 4A• BLOCK 2.f( ey orness.CE 79 h P '• j3 t PERFORMED FOR: SUSAN DIETZ DATE: 8 22 2005 ^ J•'••�Jyl�(y..•'^Q4p0 DEPTH _ e�Pro/es^Goo (reef) _�_= TEST HOLE 1 �Ooo i;os�° 1 ORGANICS SOIL CLASSIFICATIONS 2 GWORG EXisni4c `- GP r ML CURTAIN DRAIN 3 _. ,.c GM CL Ar GC OL I 4 N SW 1 MH �. 5 • SP CH �r�~ vi0� 1 • 1 i SM OH 6 SM/GM SC �.' T moot N 7 I / ROPOSEO / 3 BEDROOM I 8 HOUSE i I ' 1 -�---_ --- / SCALE: ' 10 ----------------- - j--- JOD- B.o.1I. 11 12 13 14 15- 16- 17- 18- 19- 5 16 17 18 19 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: SUSAN OSWALT COMMENTS: *GROUNDWATER LEVEL AFTER INSTALLATION OF CURTAIN DRAIN (INSTALLED WINTER OF 2005/2006). PERFORMED BY GEC. Ltd. 1. JEFFREY A. GARNESS. CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: i117 -/ab DEPTH TO GROUNDWATER DATE SM. SEEP O 4' 8/22/2005 4' 9/30/2005 •8' 5/10/2006 •8' 5/31/2006 DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/30 2005 1 2:18 - 6' - 2 2:48 30 3” 3" 3 2:48 - 6" - 4 3:18 30 3" 3" 5 3:18 - 6" - 6 3:48 30 3" 3" GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TILS END 5U5UM5ION: LOT IA, BLOCK 7 PERFORMED FOR: SUSAN DIETZ DEPTH 91-41 (feet) TEST HOLE1ORGANICS 2 3 a 5 6 B.O.H. 8- 9— to- 11- 12- 13- 14- 15- 16- 17- 18— DATE 910111213141s161718 DATE 1 OMCMC GW 0111111 GGSPCP / Ir111!a ��/// NNfI • y �SiY.1' '1111111 ��i 4l1111C :1 • DATE 1 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) e�NpN ov Q�R�p�MEO Np P 19� PERCOLATION RATE 'N/A (MIN./INCH) PERC. HOLE DIA. N/A (INCHES) TEST RUN BETWEEN N/A FT. AND N/A T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERFORMED BY CEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /t oG Ex � CURTNN DRAIN / r , I , � � S / POSED ' / 3 BEDROOM i HOUSE i I , , SCALE. ___.------------------- ________ DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) e�NpN ov Q�R�p�MEO Np P 19� PERCOLATION RATE 'N/A (MIN./INCH) PERC. HOLE DIA. N/A (INCHES) TEST RUN BETWEEN N/A FT. AND N/A T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERFORMED BY CEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /t oG GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: TRAILS END S/0: LOT 4A• BLOCK 2 4/18/2006 PERFORMED FOR: MATT POLACK 5/10/2006 DAT DEPTH 6' .J r y ess: (feet) =3== TEST HOLE #31 n�Pro ORGANICS , / 3:10 SOIL CLASSIFICATIONS 6' 2 bap 3:40 30 GW ORG 5 3:40 - 6' GM / CL p GC OL 4' o •°• SW I MH 5 '� �'• SP CH 41tltji SM .' OH 6—pi SC _i___. __ _ ___________________ 7 SM/GM 8 9 10 11 B.O.H. 12- 13- 14- 15- 16- 17] 21314151617 18 DEPTH TO GROUNDWATER DATE DRY 4/18/2006 *DRY TO 4' 5/10/2006 *DRY TO 4' 5/31/2006 6' .J r y ess: DATE READING CLOCK TIME ExIISN NGD T y41 NET DROP (INCHES) CURTAIN DRAIN ..................... — 6' .J r y ess: ^ {�JVnF`_0'`ewU CE -7/953 a n�Pro c lesslo�aa DATE READING CLOCK TIME ExIISN NGD � NET DROP (INCHES) CURTAIN DRAIN / — 6' — 2 r 30 1.5' , / 3:10 •F 1S 6' ^�\1' bap 3:40 30 2' 4- 5 3:40 - 6' , / ` I / 4' POSED / 3 BEDROOM HOUSE ; ' I , _i___. __ _ ___________________ I , SCALE: __. ________a__________________ ____ J__eJ00.____ DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 4/19/2006 1 2:40 — 6' — 2 3:10 30 1.5' 4.5' 3 3:10 — 6' - 4 3:40 30 2' 4- 5 3:40 - 6' - 6 4:10 30 2' 4' 19 I I PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) _IL_JII TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: *MONITORING TUBE NON-FUNCTIONAL. GROUNDWATER LEVEL TAKEN IN OPEN BENCH NEXT TO TEST HOLE. PERFORMED BY CEG, Ltd. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS WA P RFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: W1-1-106 Ob ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN DiU�W1 ICIPAL Y OF ANCHORAGE AND P! —1ctj� �a„J�y1< THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of S u \ h of 20 OL-, by and between �jl 1: 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 S 1'c- A— located at t l L 631 z Q (�� Yf�- ` i �. � S n, o � ,Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS 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 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 AW WTS, 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 ($—a.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 A W WTS. 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 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 AWNVTS. 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 AWNVTS 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 Owrier's AWWTS Operating Permit is: 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 AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. Nonw•aiver. 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 Iwas 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 mr, l 1 Zwl�/� Date: I, D�� —O6 _r STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing nstrument was ac jowledged before me this day of 20 Ol,byf �hii VLJu /A L4the ��1tA.1 -- My Commission expires: DEPARTMENT OF THE ARMY U.S. ARMY ENGINEER DISTRICT, ALASKA P.O. BOX 6898 enrm ELMENDORFA,Q,/�LASKAt99506-0898 ANiTENTgN Oi: N 0e2A Regulatory Branch POA -2003-845-D Mr. Matthew P. Pawlak 11900 Trails End Road Anchorage, Alaska 99507 Dear Mr. Pawlak: This is in response to your April 6, 2006, application for a Department of the Army (DA) permit, to retain curtain drains already installed on the south and east property lines and to place fill into approximately 0.38 acres. It has been assigned file number POA -2003-845-D, which should be referred to in all future correspondence with this office. The proposed project is located within section 24, Township 12 N., Range 3 W., Seward Meridian, Latitude 61.1183, Longitude: -149.7282; Trails End, Block 2, Lot 4A; in Anchorage, Alaska. DA permit authorization is necessary because your project would involve placement of fill material into waters of the U.S. under our regulatory jurisdiction. Based upon the information and plans you provided, we hereby verify that the work described above, which would be performed in accordance with the enclosed plan (sheets 1-2), dated April 6, 2006, is authorized by Nationwide Permit (NWP) No. # 39, Residential, Commercial, Institutional Development. NWP No. 39 and its associated Regional and General Conditions can be accessed at our website at www.poa.usace.army.mil/reg and are attached to this letter. Please take special note of Regional Conditions A, D, E, N, 0, and V as they apply to your project: D. Project limits shall be clearly identified in the field prior to construction to ensure impacts do not extend beyond project footprint. E. Avoidance and minimization of impacts to waters of the United States and revegetation of disturbed areas with native species are required. N. Specific requirements are identified in Regional Condition N to prevent suspended sediment and turbidity from affecting waters beyond the immediate work area. O. Mitigation required by special condition must be completed before or concurrent with project construction, if practicable_. Where project mitigation involves the use of a mitigation bank or fee -in -lieu, payment must be made to the bank or fee -in -lieu program before commencing construction of the permitted activity, if practicable.' Note special condition #1 below. V. On-site sewage system design plan must be approved prior to fill placement and the installation of any wastewater treatment system (including mounded systems or package plants) within the fill site (the fill or contiguous wetlands). The Municipality of Anchorage, rather than the Alaska -2 - Department of Environmental Conservation, has approval authority for on-site systems placed within the Municipality. You must comply with all terms and conditions associated with NWP No. 39, as well as with the following special condition: 1. Side slopes of fill that face or abut unfilled wetlands shall be no steeper than 2.5:1. Slope blankets may be necessary to prevent erosion. 2. Fill of 0.11 acres of REV 2 and 0.27 acres of REV 3 wetlands authorized for this project incurs debits equal to 0.39 REV 2 debits and 0.04 REV 3 debits. Mitigation can be achieved either through a fee -in -lieu of mitigation submitted to the Great Land Trust (at this point they are the only non-profit with whom we have an agreement) or by preserving and/or enhancing an area with a comparable number of REV 2 and REV 3 credits to offset the debits. As we discussed during our telephone conversation on June 1, 2006, the value of the REV 2 debits is $54,785 per debit and the value of REV 3. debits is $13,878 per debit; the exact figure is determined by the Great Land Trust. Mitigation shall be completed before or concurrent with project construction. Further, please note General Condition 14 requires that you submit a signed certification to us once any work and required mitigation are completed. Enclosure 1 is the form for you to complete and return to us. This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified, reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the NWP to complete the activity under the present terms and conditions of this nationwide permit. Nothing in this letter shall be construed as excusing you from compliance with other Federal, State, or local statutes, ordinances, or regulations which may affect this work. Please be advised the Municipality of Anchorage approvals and permits required for your project include, but are not limited to, Right -of -Way, fill/grading, building, on-site septic, and storm water. You may contact me at (907) 753-2712, toll free from within Alaska at (800) 478-2712, by email at Maureen.mccrea@usace.army.mil, or by mail at the letterhead address, ATTN: CEPOA-CO-R-S, if you have questions. For additional information about our Regulatory Program, visit our web site at www.poa.usace.army.mil/req. Sincerely, Maureen McCrea, Ph.D. Project Manager Enclosures 1 1.4 rd ousie Uetz .. , 907-336-1468 p.3 dam` Ria � POA -2003-845-D Craig Creek Matthew Pawlak Trails End, Block 2, Lot 4A April 2006 - Sheet 2 of 2 i a j