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Home My WebLink AboutSUNSET HILLS BLK B LT 12Sunset Hills Block B Lot 12 018-201-65 EXPIRED PERMIT ID •.� Mayor Mark Begich Municipality of.Anehorage C.O. lbz Fzm HX171343-(31:(X) " 471X1 Bntgaw Slrect • :\nclionige. Alaska tMl507 s •ret + UIM.111ulll.org Iluil(ling Safet3• Di4-ision May 17, 2005 Lonnie Hibben 1400 Speckling Ave Anchorage, AK 99516 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040215 Legal Description: Sunset Hills Block B Lot 12 Dear Mr.Hibben: An On -Site Water/Wastewater Permit, number S W040215, issued by this office for a single-family system, will expire on June 22, 2005. The permit is valid for 365 calendar days. If this was a well permit and the well has been drilled, a well 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 Enaineer 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 new permit for a second year may be issued for a fee of $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, ba -W)./ y 0-7t— Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Co1111111111ity, Secta-ity, Prosperity V_ MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW040215 Date Issued: Jun 22, 2004 Expiration Date: Jun 22, 2005 Parcel ID: 018-201.65 Legal Description: "Sunset Hills Block B Lot 12 Design Engineer: 0041 AK Water & Wastewater Consultan+ Site Address: 1400 Specking Ave. Owner Name: Lohnnie Hibben Lot Size: 13436 SO. FT. Owner Address: 1400 Specking Ave. Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99516 - This permit is for the construction of: ❑✓ Disposal Field 0 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- Issued y Issued By. Date: J O 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 PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D O —Z D' —� O J Permit Number SW O40 2/ Property Mailing address (1 phone C, Mailing address (2) 01 (_ lit (1:1 t k—IL_ J Zip Code Ci `"( <:�_) l0 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size _Acre Sq.Ft. THIS APPLICATION IS FOR: S Number of Bedrooms Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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 Fees: J Date of Payment: L4Z 3 Receipt Number: 09V" (Rev. 12/00) Waiver Fees: Date of Payment: Number: ,L March 31, 2004 Municipality of Anchorage :�.4• 4;,e Mark Bcyich, Mayor i n Sir r.i• Building Sufcty Dix inion P.O. Box 196650.4700 Bragaw street Anchorage, Alaska 99519.6650 • (907) 343.8301 • Pae (907) 343.8-000 http://mww.muni.org Lohnnie Hibben 1400 Specking Avenue Anchorage, AK 99516 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030094 Legal Description'Stin9ef Hills Block B Lot 121 Dear Lohnnie Hibben: An On -Site Water/Wastewater Permit, number SW030094 issued by this office for a single-family system, will expire on April 23, 2004. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well 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 new permit for a second year may be issued for a fee of $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. Jams Cross, P.E. Manager On -Site Water and Wastewater Program Enc: Copy of permit 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 Permit Number: SW030094 Date Issued: Apr 24, 2003 Expiration Date: Apr 23, 2004 Parcel ID: 018-201-65 Legal Description: Sunset Hills Block B Lot 12 Design Engineer. 0041 AK Water & Wastewater Consultan• Site Address: 1400 Specking Ave. • Owner Name: Lohnnie Hibben Lot Size: 13436 SQ. FT. Owner Address: 1400 Specking Ave. Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99516 - This permit is for the construction of. ❑✓ 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 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: r rr,7CZ Date: / / /, .. / Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw SL 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. 018-201-65 Permit Number .5 W 03009¢ Property owner(s) LOHNNIE HIB13FN Day phone ;T-T,]M51A1V Mailing 00 SPECKING :l . ANCHORAGF. :. Mailing address (2) Zip Code 99516 Legal description (Lot, Block & Sub'd.) LOT 12 BLOCK B• SUNSET HILLS SUBDIVISION Legal description (Section, Township & Range) NIA Lot Size 1F)/1/3& Acres1Sq.FL Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER do WASTEWATER CONSULTANTS INC. Permit Fees: Date of Payment: Receipt Number: Waiver Fees: Date of Payment: Receipt Number: ALASKA WATER & WASTEWATER CONSULTANTS, INC.-- January 30, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Proposed Well and Septic System for Lots 12, Block b; Sunset Hills Subdivision ADVANTEX"t TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 3 bedroom home will be served by a private well and septic system. Two test holes were excavated on the property. We are proposing to design the septic system around the 30 foot radii of these test holes. Due to the limited area available, we are proposing to use an Advantex treatment system and a 5 -wide trench type drainfield. The well is to be located in the area shown on the site plan and design drawing. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINMELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. The Advantex system has received class III approval and we are going to conservatively assume an application rate of 2.0 GPD/FT2. 4. TRENCH DESIGN: a. Percolation Rate: 2.35 & 7.06 minutes/inch b. Proposed Application Rate: 2.0 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 ft2 f. Total Depth: 7 feet (max.) g. Effective Depth: 4 feet It. Width: 5 feet j. Minimum Length: 25 feet long 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338.3246 k. Effective absorption area: 250 112 5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE NATER: There is no surface water within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: The topography in the area of the proposed drainfield is a 15%-20% slope running approximately north to south. In short there are no slope concerns. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at 337-6179. _ M.S. NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, two soil logs, and a 7 page construction specifrcation letter which are all part of the design package for this septic system. 6901 Dcbarr Road, Suite 2D — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 INNESCRAIC S/D LOT 23, BLOCK 2 INNESCRAIC SO BLOCK 2. TRACT 2 T12N, R3W SEC. 29 E2, W2, SW4, SE4, SE4 CACANT T12N, R3W. SEC. 29 E2, W2, SSWW4, SE4, SE4 `-VACANT / yDfARMOMI N—EOAD --- \ ALTERNATE SfTE—\ 1 SUNSET HILLS S/D SUNSET LOT iliA, BLOCK B LOT 15, PIPw �-w'— —PROPOSED 3 BEDROOM * Ho SE LOT 14i JUIVVItVN Umlvt. SUNSET HILLS S/D \ LOT 9, BLACK A SUNSET HILLS 5/D LOT 8, BLACK A ILLS 1 LOCK I I HUFFMAN S/D J1 I LOT 2, BLOCK �y I HUFFMAN S/O /1 LOT 1, BLOCK 3 PROPOSED SEPTIC SYSTEM (SEE DESIGN PACE 2 OF 4) / SUNSET HILLS S/D / LOT 24, BLOCK B HILLS S/D BLOCK \ BLOCK B / 9L �<11 1 iXIMATE LOCATION SEPTIC PIPES L SUNSET HILLS S/D LOT \70, BLOCK I SUNSET HILLS S/D LOT 23, BLACK B 'HILLS S/D BLOCK B /30/2003 -• DRAWN BY: e/ ,----1 lAI.ASFA K. .. )(( `TATER & «TAS"TI NATER C.J.G. \\\ROIUWTE CONSULTANTS, INC. SEPTIC PIPE$`\\` -..'•"' •' \ • �^ r ...... �i,% PREPARED FOR PHONE NUMBER: PACE NUMBER: LOHNNIE HIBBEN 868-3218 1 OF 4 '•,j y orn G" L61 of • E LEGAL DESCRIPTION: SUNSET HILLS S/D SUNSET HILLS S/D TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM LAT 21, BLOCK B LOT 22, BLOCK B 1 ,— �SUNSEi H LOT E 23. SUNSET HILLS S/D I �\� LOT 20, BLOCK B 11 — \ / (ASE---- PTIC ARF/ JUIVVItVN Umlvt. SUNSET HILLS S/D \ LOT 9, BLACK A SUNSET HILLS 5/D LOT 8, BLACK A ILLS 1 LOCK I I HUFFMAN S/D J1 I LOT 2, BLOCK �y I HUFFMAN S/O /1 LOT 1, BLOCK 3 PROPOSED SEPTIC SYSTEM (SEE DESIGN PACE 2 OF 4) / SUNSET HILLS S/D / LOT 24, BLOCK B HILLS S/D BLOCK \ BLOCK B / 9L �<11 1 iXIMATE LOCATION SEPTIC PIPES L SUNSET HILLS S/D LOT \70, BLOCK I SUNSET HILLS S/D LOT 23, BLACK B 'HILLS S/D BLOCK B /30/2003 -• DRAWN BY: e/ ,----1 lAI.ASFA K. .. )(( `TATER & «TAS"TI NATER C.J.G. SCALE: CONSULTANTS, INC. 1" = 100 -..'•"' •' 600. DFRARR ROAD. SU.TF 7R • ANCHORAGF. AK 99504 • P ONF (901)55)-170 • FAX (907)33RJ • �^ r ...... �i,% PREPARED FOR PHONE NUMBER: PACE NUMBER: LOHNNIE HIBBEN 868-3218 1 OF 4 '•,j y orn G" L61 of • E LEGAL DESCRIPTION: SUNSET HILLS SUBDIVISION; LOTS 12, BLOCK B. N�, �,cfp;o/eesb�or �'• kz ;;;—; -- TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM ALTERNATE SITE WILL REQUIRE A LOT UNE WAIVU PROPOSED DR INFIELD. EXCAVATE A TRENCH THAT IS 7 FEET DEEP MAXIMUM BY 25 FEET LONG BY S FEET WIDE. ADD 4 FEET OF CLEAN. WASHED SEWER DRAINROCK. THE UNE IS TD BE 1.25 INCH PVC PIPE WITH 0.25 INCH HOLES EVERY 9 INCHES ON CENTER (30 HOLES TOTAL). (SEE TRENCH DETAIL PAGE 4 OF 4) + >H♦3 TM14 ni SUNSET HILLS LOT 13. LOCK/BN PROPOSED WELL \ \ 1W WLLL i IVB P)TA, W \ \ \ SUNSET / LOT LOCK B• r- -7 L- --J THj2 0 PROPOSED 3 BEDROOM HOUSE ALASKA «'ATER & NVASTENVATER CONSULTANTS, INC. 6001 DFGAGG GOAD. SIIITF M • A.AGF. AK 9"% • PHMF (40AD)-6AV FAX (DOA}]A-1?L6 IPREPARED FOR: PHONE NUMBER: LOHNNIE HIBBEN 868-3218 / / PROPOSED ADVANTEX TREATMENT / SYSTEM WTM PUMP VAULT (IF I REQUIRED). (SEE DETAIL PACE 3 OF 4). J INSTALL FOUNDATION CLEANOlJTS ti \ I SUNSET HILLS S/D; x LOT 11. BLOCK B - I - I'j� I// FIELD VERIFY THAT PROPOSED WELL j LL NOT ENCROACH ON SEPTC SYSTEM NOTE: THE CONTRACTOR SHALL HAVE THE NORTH AND WEST LOT LINE, THE WELL ON LOT 11 AND THE PROPOSED WELL FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. 1/30/2003kWN BY: o C P( C.J.G. ; �.� 4 I 1" = 40, 0 ..... .. ;E NUMBER: O 2 OF 4 d i SUNSET HILLS SUBDIVISION; LOT 12, BLOCK B E OF WORK: PROPOSED WELL AND ADVANTEX SEPTIC SYSTEM LOCATION NOTE: JIM CROSS, P.E. HAS THE ADVANTEX MANUAL alp am • NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK h ♦' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK & RISE TO THE FILTER ABOVE R. 6' .RM CAP— FINAL GRADE--\ (TYP,=) 6' ABS P 6' ABS OWED INLET OPTIONAL OF 6' PIPE ODER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION - AdvanTe)C Treatment System AX20 -Mode 1 a ° 40x94Pod a5 LIFT ADYANIE% .... AXYO POD ........................................... ............ 3 BEDROOM I FIBERGLASS TANK ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6001 DRRAPP ROAD, SVITF M • ANDeORAGF. AK 80506 • PNONF (0071537fi170 • PAX (001)3554]60 PREPARED FOR: PHONE NUMBER: LOHNNIE HIBBEN (907) 868-3218 LEGAL DESCRIPTION: SUNSET HILLS SUBDIVISION, LOT 12, BLOCK B. TYPE OF WORK: DETAIL DRAWING OF ADVANTEX TREATMENT UNIT RRMR 1/30/2003 AWN BY: C.J.G. LLE: N.T.S. ;E NUMBER: 3OF4 PROPOSED DRAINFIEU) E?.%I SCREENED VAULT PUMP p��SI i F.A. i THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH 0.25 INCH HOLES SPACED EVERY 9 INCHES ON CENTER (30 HOLES TOTAL)- ------------------------ MT --i QTF I � I Q MT I --------------------------------I 25' LONG -I -FROM ADVANTEx TREATMENT SYSTEM SUNSET HILLS SUBDIVISION; LOT 12, BLOCK B, YOF KDRAWING OF PROPOSED TRENCH 4��40000 DETAIL DATE 1/30/2003 DRAWN BY: ALASKA «TATER & WASTE «TATER C.J.G. SCALE: CONSULTANTS, INC. = 1 20) �....... ... ........ 6901 OFRARR ROAD. SUR04 F M • ANCNORAGF. AK 005 • P ONF (00)ri5).6R0 • FAX (907)XW5?L6 •• • REPARED FOR: PHONE NUMBER: PAGE NUMBER: LOHNNIE HIBBEN (907) 868-3218 4 OF 4r e) A _ '•, re Gorness SUNSET HILLS SUBDIVISION; LOT 12, BLOCK B, YOF KDRAWING OF PROPOSED TRENCH 4��40000 DETAIL ALASKA «'ATL'R & «'AST.LNVATER CONSULTANTS, INC. pUIL LUU - rLR1,ULA11UI'I IGJII LEGAL DESCRIPTION: SUNSET HILLS SUBDIVISION; LOT 12, BLOCK "B" PERFORMED FOR: LOHNNIE HIBBEN DATE.—!Y-20/2002 (feet? - ORGANICS ITEST HOLET11 Yl SM W/ SOME GM & COBBLES MIXED THROUGHOUT 10 11 12 13 14 15 16 17 DEPTH TO GROUNDWATER DATE DRY 11/20/200 GM/SM SOIL CLASSIFICATIONS 12/2/2002 6" 2 2 4:46 10 1 1/4- 4"3 4 3/4- 3 4:46 — 6" — 4 4:56 10 1 1 1/4- 4 3/4- 5 4:56 — 6" GP 6 5:06 10 ML 3- 7 5:06 — 6" — I GM 1 1/2 117MTII CL q 6" — 10 5:26 10 1 3/4" GCLill 11 5:26 — OL — 12 5:36 10 1 3/4" 4 1/4- • •g• °• SW MH 5 ': �'• t SP CH SM OH 6 SC Yl SM W/ SOME GM & COBBLES MIXED THROUGHOUT 10 11 12 13 14 15 16 17 DEPTH TO GROUNDWATER DATE DRY 11/20/200 DRY 12/2/2002 6" — 2 4:46 10 r CcrrTosY 953 .•' ` k �RMQU-N ROAD ______--- 7!_ 1 / 1 1 1 THf2+ TM+3 TH14 THf3 \ / \ TH/6--�� THf1+\\ i � \ L0� 14 LOT 13 \ LOT 12 ALL 1 \ APIMO wATE LOCATION ; I SUNSET HILLS S/D SUNSET HILLS S/D SITE P07N LOT 22, BLOCK B LOT 23, BLOCK B1"100: DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/22/20021 1 4:36 — 6" — 2 4:46 10 1 1/4- 4"3 4 3/4- 3 4:46 — 6" — 4 4:56 10 1 1 1/4- 4 3/4- 5 4:56 — 6" — 6 5:06 10 1 1/2" 4 1/2- 2"7 7 5:06 — 6" — 8 5:16 10 1 1/2 4 1/2- 2"9 9 5:16 — 6" — 10 5:26 10 1 3/4" 4 1/4- 11 5:26 — 6" — 12 5:36 10 1 3/4" 4 1/4- 19 I I PERCOLATION RATE 2.35 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) —jI�—JII TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSUMAN COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 30,02 ALASKA NYA1'L'R S R'ASTE«'ATLR CONSULTANTS. INC. LEGAL DESCRIPTION: SUNSET HILLS SUBDIVISION: LOT 12. BLOCK 'B' PERFORMED FOR: LOHNNIE HIBBEN DATE: 11/20/2002 DEP (feet)ORGANICS ITEST HOLE #21 SM W/ SOME GM & COBBLES MIXED THROUGHOUT DEPTH TO GROUNDWATER DATE DRY 11/20/200 GM/SM SOIL CLASSIFICATIONS 11/25/2002 1 2 — 6' — 2 GW 30 1 1/4" ORG 3 4:05 — 6' — GP 4 ML 3 1 1/2' 4 1/2- 5 4:35 GM 6' — CL 4 6 5:05 30 j} 4'7 4 1/4- i GC 7 I — OL — B 5:35 30 °. • o o SW MH 5 •'•'• SP CH SM OH 6—ul yr SC SM W/ SOME GM & COBBLES MIXED THROUGHOUT DEPTH TO GROUNDWATER DATE DRY 11/20/200 DRY 12/2/2002 11/25/2002 1 3:35 — :.... .. ............ .Je r Garne 79 i� •' •' FFG QEARMOUN ROAD_________ �._. 1 � $ TH/2+ 1 1 TH%5 TH/4 THP j8 ----� THJI+�\ log 14 LoT 13 LOT 12 ALLEY sno:=Www=s=�I I �� wraowwTc LoanoNl I SUNSET HILLS S/D SITE PLAN LOT 22. BLOCK B SUNSET HILLS S/D LOT 23. BLOCK B 1 =100: DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 11/25/2002 1 3:35 — 6' — 2 4:05 30 1 1/4" 4 3/4- 3 4:05 — 6' — 4 4:35 30 1 1/2' 4 1/2- 5 4:35 — 6' — _ 6 5:05 30 1 3/4- 4'7 4 1/4- 7 5:05 — 6' — B 5:35 30 1 3/4' 4 1/4- 19� PERCOLATION RATE 7.06 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: NICK HEITSUMAN COMMENTS: PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS S ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: AK{VWG Inc., Year 1003 ALASKA WATER & WASTEWATER CONSULTANTS, INC. �••�""""'�"'�"""'"•' Standard Construction Specifications for Single Fantily Wells & Onsite Wastewater Disposal Systems tttttirtH ttgti Nttt Mttrt NtggtiNrtrtttttttrtrtrtttttJt NrtrtrttttttMNrtrtttt I. REFERENCE PROPERTY: Lot 12, Block B, Sunset Hills Subdivision. The design is for a three (3) bedroom residence f#ffffffRll##ffffiff##ff11ff1#f#ffffHilf#1#ffffffiKiffff1f111####(•111111###f#ff IL DEFINITIONS: 1. Property owner or homeowner: The legal property owner or his/her appointed representative (not AKWWC, Inc.). 2. Engineer: Alaska Water & Wastewater Consultants, Inc. (AKWWC, Inc.) 3. Contractor: The company hired by the property owner to install the septic system. If the property owner installs the system then he/she would also be the contractor for purposes of this installation. 4. Well Driller: The person or company hired by the property owner to drill the well. 5. DSD &,/or MOA: Municipality of Anchorage, Development Services Department, On -Site Water & Wastewater Program. tttttttttttttttttrtrtrt4titttttrtrtrttttttttrtrttYrtttttttrtrtrtrtttittttrtrtrttttttttttrtrttttttttt 111. RESPONSIBILITIES: rt Property Owner Responsibilities: 1. CONTRACTUAL RELATIONSHIP: The property owner shall contract with the contractor to perform the work outlined in these specifications and plans, in accordance with the attached DSD permit. There is no contractual relationship between the contractor and the engineer. The engineer shall inspect the work, as required by DSD, so as to document the installation. Final acceptance of the contractor's work rests with the owner and the DSD. 2. SINGLE FAMILY RESIDENCE ONLY: This well and/or septic system design is for a single family residence only. The homeowner is responsible for notifying the engineer if the residence is used as a duplex, business, or multi -family dwelling. In such cases, the installation permit must be obtained from the State of Alaska, Department of Environmental Conservation. 3. DISCLAIMER REGARDING AS -BUILT SURVEY: The validity of the design site plan is limited by the accuracy of the as -built survey provided to the engineer by the property owner or his/her representative. The property owner shall notify the engineer regarding any known inaccuracies associated with the as -built survey. The engineer assumes no responsibility for the accuracy of the survey. 4. UNPLATTED EASEMENTS: The property owner is responsible for notifying the engineer and the contractor of any unplatted easements, not shown on the as -built survey, which the new well or septic system may encroach into. Such easements are typically identified in the property title report. 5. DISCLOSURE OF SITE CONDITIONS: The property owner shall notify the engineer and the contractor of any seasonal groundwater or surface water runoff conditions known to him/her which could potentially effect the operation of the septic system. The proposed septic system must be at least 100 feet from any streams, ponds, creeks, swamps, bogs, or any other surface water as defined by the DSD. This disclosure is of particular significance when the site evaluation and design work is being done during the winter months when surface waters are frozen and there is snow cover. Page 1 of AKWIVC, Inc., Year 2003 The property owner shall notify the engineer and the contractor of any known subsurface conditions that would prohibit or restrict the installation of the septic system. Items of concern would include, but are not limited to buried piles of construction debris, undocumented septic systems, areas which consist primarily of fill (imported) soil, subsurface drainage systems, & abandoned wells. 6. DRINKING WATER WELLS: The property owner is responsible for notifying the engineer if, to his/her knowledge, any of the adjacent properties are used as a duplex, business, or multifamily dwelling. The new septic tank and leachfield must be at least 100 feet from any private well, 150 feet from any class "C" well, and 200 feet from any class "A" or "B" well, unless appropriate waivers are obtained. Furthermore, the property owner shall notify the engineer of any undocumented or abandoned wells, known to him or her, that are located on the subject or adjacent properties. 7. CURTAIN DRAINS: The new drainfield must be at least 20 feet down gradient and 50 feet upgradient from any subsurface drains. This includes foundation drains. The property owner should notify the engineer of any such drains that are not shown on the design drawings for this installation. 8. POST CONSTRUCTION SITE RESTORATION: Unless specifically agreed upon otherwise, the property owner is responsible for final grading of the areas which settle after construction. Prior to awarding the contract, the homeowner should communicate to the contractor any expectations regarding, but not limited to post construction site clean-up, re -landscaping, and restoration of any asphalt, fences, trees, decks, ect. that are effected by the construction. All mound type drainfields are required by the MOA to be re -vegetated. The property owner is responsible for this work unless other arrangements are made with the contractor. If the property is being sold, the property owner shall ensure that the aforementioned items are addressed with the buyer, and, if the work is to be completed atter the sale of the property, that necessary funds are escrowed to fund the completion of the work. 9. PROPERTY OWNER INSTALLATION OF SEPTIC SYSTEM: If the property owner intends to install the septic system he/she must first have obtained approval from the Municipality of Anchorage, DSD (343-7904). Homeowner installations typically require more time for engineer inspections. The homeowner should discuss the additional costs associated with such inspections with the engineer prior to starting the project. 10. ENGINEER CHARGES TO INSPECT THE INSTALLATION: The property owner is responsible for payment of all the engineer inspection charges. These charges are in addition to the soils testing and design work that was required to obtain the MOA sewer/well permit. The number of inspections will vary depending on the actual field conditions encountered and the construction methods used. If there are any questions by the property owner, or his/her representative, regarding charges for installation inspections they should be discussed prior to beginning construction. AKWWC, Inc. will provide you with a written copy of the fee schedule. 11. CHANGES IN THE SCOPE OF WORK: See Section V, "Disclaimers" regarding design changes. See "Contractor Responsibilities", paragraphs 1, 2, & 13. In addition, see "Engineer Responsibilities", paragraphs 2, 4, & 5. • Contractor Responsibilities: 1. PRE -CONSTRUCTION LAYOUT: The contractor is responsible for locating all buried utilities, easements, property lines, surface water setbacks, well radii, and water service lines which may be encroached upon by the proposed septic system. The contractor shall ensure that all setbacks are flagged by a registered land surveyor, or other appropriate means, prior to construction. AKWWC, Inc. field engineers/inspectors will not be responsible for establishing or confirming any of the aforementioned setbacks. The contractor should recognize that the location of all wells, surface waters, structures, and other it( shown on the design drawings are typically derived from as -built surveys, and municipal records. The built surveys and municipal records (prepared by professional engineers & land surveyors) have b assumed to be accurate for purposes of this design; however, the accuracy hasotot necessarily been f verified. Prior to beginning any construction the contractor shall field locate all items which h protective setbacks and verify that there are no encroachment concerns. Any encroachments, for wt Page 2 of 7 AKII'IYC, Inc., Year 2003 have not been granted, should immediately be brought to the attention of the property owner The test hole pipes shallotot be removed/abandoned until after the engineer has established their location relative the new drainfield during the first inspection of the drainfield installation or during the pre - construction layout. The new drainfield/s must be within a 30 foot radius of the test hole/s used for establishing the design criteria. The contractor should establish the elevation of all existing and proposed system components prior to starting construction so as to insure that the necessary grades can be maintained. This is particularly significant when the elevation of the existing system components is unknown because clean -outs are not present, buried, or non-functional (can't measure down them because of obstructions). It is recognized that conditions can be discovered that will materially chanee the desien and the construction costs. 2. DISCREPANCIES BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS: Construction shall be in accordance with the approved site plan and design drawings, and any special provisions noted on the municipal sewer permit. The contractor is responsible for notifying the engineer of any discrepancies noted on the design plans or drawings, prior to starting work. 3. CHECK GROUNDWATER LEVELS IN TEST HOLE MONITORING TUBES: Prior to beginning construction, the contractor shall check the liquid level in the test hole monitoring tubes to ensure that there has been no change in the groundwater levels that would impact the proposed design. Any rise in the liquid level should be brought to the attention of the engineer so that design changes can be made if necessary. 4. MAXIMUM DEPTH OF DRAINFIELDS: The maximum depth of the drainfield is shown on the design drawings or is noted in the narrative portion of the design package. The contractor shall notify the engineer of any inconsistencies noted in the design package. For purposes of this installation, the maximum depth of the drainfield will be based upon takin measurement at the deepest part of the excavation between the highest ground elevation encounu (usually on the uphill side of the excavation) and the bottom of the trench or bed excavation. contractor shall exercise caution not to remove evidence of the original grade prior to establishment of total system depth. In short, don't remove the organic layer until after the original grade elevations 5. SUITABILITY OF MATERIALS USED FOR CONSTRUCTION. The contractor shall ensure that all materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. This includes, but is not limited to, the following: a. Drainrock b. Sand filter material for conventional beds, trenches, or mound systems. c. Sand filter material and pea gravel for Intermittent Sand Filters (ISF). d. Anchorage Sand and Gravel (AS&G) "block pea" material for Upflow Filters. It is recommended that the contractor provide the engineer with current sieve analysis' from the sand/gravel supplier to document the suitability of the material. The engineer assumes no responsibility for ensuring that the materials delivered meet the MOA requirements. 6. BURIAL RATING OF TANKS: The contractor shall ensure that the septic tank, lift station, or holding tank purchased has a burial depth rating suitable for the actual installation. 7. SEPTIC TANK AND STEP TANK SIZES: Prior to purchasing a septic tank or lift station the contractor shall verify that it is adequately sized for the number of bedrooms shown on the permit issued by MOA. The minimum septic tank size is 1000 gallons and the minimum STEP tank size is 1250 gallons. These size tanks will handle residences with up to 3 bedrooms. For each additional bedroom over three (3) the septic tank or the STEP tank volume shall be increased by a minimum of 250 gallons. For example, a four (4) bedroom residence must have a 1250 gallon septic tank or a 1500 gallon STEP tank. 8. INSPECTIONS - ENGINEER NOTIFICATION: The contractor shall notify the engineer at least 24 hours prior to starting construction. If deemed necessary, a pre -construction site visit shall take Page 3 of 7 AKfVfVC, Inc., Year 2003 place. The contractor shall coordinate with the engineer any inspections which will be required during weekends, holidays, or before/after normal working hours (8:00 am to 5:00 PM). The property owner may incur additional charges for inspections which do not occur during normal business hours. It is the contractor's responsibility to notify the engineer a least 2 hours prior to any inspection. 9. REGULATORY NON-COMPLIANCE. The contractor shall report to the engineer and the property owner any observed condition which would put the septic system in violation of State or Municipal regulations. 10. BACKFILL OLD TEST HOLES: Any remaining test hole excavations shall be filled and mounded as part of this project. Unless instructed otherwise by the engineer, the old test hole groundwater monitoring pipes shall be removed. 11. FINAL GRADING FOR DRAINAGE: The contractor is responsible for final grading so as to ensure that surface runoff does not adversely effect the septic system constructed, adjacent septic systems, or adjacent structures. 12. SOIL COVER REQUIREMENTS: The contractor shall ensure that the final cover over the tank and drainfield is either compacted adequately when backfilling, or mounded sufficiently to ensure that there is adequate soil cover over the tank and drainfield after settlement occurs. If seasonal conditions prevent this, the property owner (or his representative) shall be notified that additional fill may be required after settlement occurs. This notification is of extra significance when the property is changing ownership. 13. CHANGES IN CONSTRUCTION COSTS: The contractor is responsible for obtaining approval from the property owner for any additional construction costs associated with design modifications or changing field conditions E Toru to doing the work. 14. WORKING IN RIGIff-OF-WAYS AND TRESPASSING PRIVATE PROPERTY: The contractor is responsible for coordinating (including payment of encroachment permit fees) all access through public and private properties with the appropriate authorities and/or property owners. Furthermore, the contractor shall inform all parties of any potential impacts to adjacent properties prior to beginning any construction. 15. MAINTENANCE & OPERATIONS MANUALS: The contractor shall provide the homeowner with the manufacturer's installation/maintenance manuals for all system components installed under this contract. If not given directly to the property owner, the manuals should be enclosed in a protective cover (plastic bag) and placed'secured in a prominent location so the property owner can find it. 16. INNOVATIVE SEPTIC SYSTEMS. START-UP INSPECTIONS: The contractor shall notify Anchorage Tank & Welding Company (272-3543) after the installation of an Intermittent Sand Filter kit or Advantex system (supplied by Anchorage Tank) is installed so that the appropriate start-up inspection can be scheduled. This notification also activates the quarterly maintenance schedule. Such notification is usually not required for BioCycle installations since "BioCycle of Alaska" is typically involved with the installation. The contractor shall contact BioCycle of Alaska (283-9003) regarding any start-up notification requirements. • Well Driller Responsibilities: 1. The well driller shall ensure that he has a well permit in possession prior to drilling the well. 2. The well driller shall physically verify that the there are no septic systems, or other potential sources of contamination, within the protective radius of the proposed well prior to drilling it. • Engineer Responsibilities: 1. SYSTEM DOCUMENTATION: The engineer is responsible for inspecting the installation of the septic system and preparing as -built documentation, to the satisfaction of the M.O.A.. Inspections are performed as necessary to document the construction of the system to the satisfaction of the M.O.A. In all cases, inspections shall be performed as necessary to establish the following: • The original grades at the drainfield/s site • The bottom of all trenchlbed excavation • Top of sand on all sand filters • Top of drainpipe • Septic tank, or lilt station, or holding tank prior to backfill • Placement of filter fabric and insulation Page 4 of 7 AKIVIVC, Inc., Year 2003 After final grading is completed 2. LIMITED AUTHORITY: The inspecting engineer has no direct authority over the contractors activities or construction/safety practices. Should the engineer identify conditions which dictate a design change, he or she will recommend that work be stopped, and/or the design be modified. If design modifications are necessary, the engineer shall notify the property owner or his/her representative. The inspecting engineer does not have the authority to direct the contractor to modify the system design in such a way that it would be in violation of State or MOA regulations. 3. SEPTIC TANK INTEGRITY: The engineer shall inspect the condition of the existing septic tank and determining its suitability for re -use. If the engineer determines the septic tank to be structurally unsound, it must be replaced. 4. COORDINATION OF DESIGN CHANGES Will[ THE MOA: If design changes are necessary, the engineer will coordinate the approval of the changes with the MOA. The contractor does not have the authority to proceed with any design modifications until verbal or written approval is obtained from the MOA. S. COORDINATION OF WAIVERS: If, during construction, it is determined that a waiver will be required in order to install the system as designed, the engineer will apply for the necessary waiver/s to the appropriate State or MOA regulatory bodies. The engineering services and State/MOA fees associated with such waivers will be additional charges to the property owner, over and above the installation inspection fees charged by AKW WC, Inc. •+++++++++:::rrrrr+rrrrrr+♦r++r++rrrrrrr+++r+rrr•rr+rr+rrrrrrr:r:+rrrr►rr+r+r++rrr• SECTIONIV. CONSTRUCTION GUIDELINES. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the municipal well and/or sewer permit. All materials, components, workmanship, and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as DSD policies. The failure of the inspecting engineer to notice a material or construction non-compliance does not relieve the contractor of his/her responsibility to correct such a deficiency. r Septic Tank, Holding Tank, or Lift Station Installation: 1. The burial rating of the tank shall be adequate for the actual burial depth encountered. 2. The tank shall be level and sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the tank shall extend a minimum of 12 inches above final grade. 4. Tanks installed with less than 4 feet of cover shall be insulated. See "Contractor Responsibilities', paragraph 12 regarding final soil cover. 5. The sewer service line from the house to the tank shall be sloped a minimum of 1/4" per foot, unless prior approval is obtained from the engineer. 6. The inlet and outlet lines from the tank shall be bedded in draimock or the soil shall be adequately compacted to prevent future settlement of the soil. 7. A foundation clean-out will be installed ( 14 feet from the house) if one does not currently exist. 8. Post tank clean -outs shall be installed per MOA requirements. Does not apply to holding tanks or lift stations with pressurized lines. 9. In high groundwater areas, all tanks shall be anchored to resist buoyancy forces when there is not adequate soil cover to resist the uplift force. The engineer shall make this determination. 10. The final soil cover shall be graded so that there is positive drainage away from tank. 11. All holding tanks and lift stations shall have an audible and visible alarm inside the residence. 12. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained in areas where required by the Municipality of Anchorage. 13. The contractor shall remove the old tank, or abandon it in compliance with the Uniform Plumbing Code (UPC). The contractor is solely responsible for the abandonment procedure. 14. ISF AND ADVANTEX INSTALLATIONS: The control panel for the Intermittent Sand Filter and Advantex systems shall be located outside the residence, for easy access during inspections. A Page 5 of 7 AKWWC, Inc., Year 2003 remote alarm must be installed inside the residence as per DSD requirements. Mounting the panel directly to an exterior wood wall should be avoided because the closing of the relays creates a "clanking" noise that may be offensive to the property owners. 15. ISF INSTALLATIONS: The air compressor shall be equipped with 0 to 10 psi gauge for the purpose of monitoring air flow to the sand filter. The pressure gauge will be located so that it is easily monitored by the property owner. • Installation of Conventional Absorption Bed & Trenches: 1. Excavate the proposed bed/trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level (2 inch maximum variation between high and low spots). If the sidewalls or bottom of the excavation become smeared, they must be raked or scarified before placement of the filter sand or drainrock. 2. The trench or bed should be at least 5 feet from the test hole excavation. 3. All soil tests and excavation depths are advisory to the design and are to be verified in the field by the engineer. If design changes are necessary, and the changes effect the contractor charges to the property owner, the contractor shall obtain approval from the property owner prior to proceeding with the work. 4. Once the draimock is installed, the distribution pipe is to be placed level (0.02 feet difference between high and low shots) with the perforations faced downward. Drainrock is then to be placed over the distribution pipe, to provide a minimum of 2 inches of cover over the pipe. The drainrock shall not be pyramided over the drainpipe but shall be the same elevation over the entire trench/bed width. 5. A silt barrier must be installed between the final drainrock layer and the native soil backfill. The silt barrier shall cover the entire drainrock surface. 6. Monitor tubes shall be installed at the locations shown on the design drawings, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the drainrock shall be perforated from the bottom of the trenchlbed to the invert of the distribution pipe. 7. Backfill over the final drainrock layer must not be less than 2 feet. Insulation must be installed when the backfill depth is less than 3 feet. The insulation shall cover the entire width of the trench/bed. the contractor shall "shoot" the final grades to ensure cover depth is adequate, prior to notifying the engineer that the work is complete. The final cover over the drainfield must graded so that there is no potential for water to pond over the trench/drainfield. See "Contractor Responsibilities", paragraph 12 regarding final soil cover. 8. If an alternator valve was installed with this design the contractor shall provide a functional valve key to the property. SECTION F: DISCLALVERS UNFORESEEABLE SITE CONDITIONS: The design of this septic system, prepared by AKWWC, Inc., was based upon a limited evaluation of the soil, groundwater, and site conditions. The extent of the evaluation is consistent with standard engineering practice in the field. Furthermore, this design was evaluated and approved by the engineers or technicians on staff at the Municipality of Anchorage, DSD, based upon the information provided to them. Occasionally, during construction, unforeseeable subsurface conditions (high groundwater, poor soils, buried debris,....) are encountered that make the proposed installation not feasible. In such cases it is typically necessary to do more soils testing, groundwater monitoring, and design work. These additional engineering services will be performed on a fee basis at an hourly rate. AKWWC, Inc. will obtain verbal authorization from the property owner (or his/her representative) prior to proceeding with the work, and will provide a written estimate if requested. The property owner should discuss with the contractor any changes in the installation cost associated with the design changes. IF TIIE PROPERTY BEING SOLD AND FUNDS ESCROWED FOR THE UPGRADE, it is important to bear in mind that the ability to upgrade the septic system on this property is not 100% certain (for the reasons stated in the previous paragraph). There is always the possibility that conditions could be encountered that would prevent the installation of anything other than a holding tank. Although such a situation would be rare, it is important that all parties recognize that such a Page 6 of 7 AKIVIVC, Inc., Year 2003 scenario is possible. SEPTIC SYSTEM PERFORMANCE: The design of this septic system is based upon limited soils testing, groundwater monitoring, and a visual assessment. It is possible that the actual soil conditions are less favorable then the testing data indicated and that adverse, unforeseeable, changes in the surface/subsurface water conditions could impact the performance of the system. Numerous other factors, out of the control AKWWC, Inc., may adversely effect the long term performance of the system. Such factors include, but are not limited to, excessive number of residents in the house, plumbing leaks, the use of septic system additives, failure to pump septic tank regularly, failure to alternate drainfinelds (when this is an option), or/and excessive use of water. Given these variables, it is not possible to warrantee the performance of a septic system. 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 conditions outlined in them. onal cha will A final invoice will be issued once all work is complete for inspections and documentation as required by the M.O.A. Please refer to the following estimated inspection costs: 1. Conventional septic system with a single trenchlbed, no sand filter: $600.00 2. Conventional septic system with a single trench/bed, sand filter: $675.00 3. Conventional septic system, dual trenches, no sand filter: $775.00 4. Conventional septic system, dual trenches, sand filters: $950.00 5. Alternative Technology septic systems: $1000.00 6. Lined Intermittent Sand Filter with secondary drainfineld : $1500.00 Page 7 of 7 ALASKA WATER Fes- WASTEWATER CONSULTANTS, INC. April 18, 2003 Lohnnie Hibben 1400 Specking Avenue Anchorage, AK 99516 Reference: Sunset Hills; Lot 12, Block B. NHN Specking Avenue Ms. Hibben: The Municipality of Anchorage On -Site Department is responsible for reviewing the Sewer and Well application needed to issue a sewer and well permit. In order to complete their review of the design package the MOA has required that a Property Owner Agreement be filled out and submitted to them. The Property Owner agreement basically states that you are aware that the type of system design is advanced technology and that it requires more attention that a standard type system. I have attached a copy of the maintenance agreement. You must take this 6 -page document to the MOA On-site department located at 4700 S. Bragaw St., fill out and sign it with a MOA employee. Then leave it with the On -Site department. If you have any questions regarding this document you can contact me at 337-6179, or the MOA On -Site department at 343-7904. 6901 Dcbarr Road, Suitc 2B' Anchoragc, AK 99504 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Wcbsitc: ake%cc.com .Ian -17-03 12:41P Permit Counter 907 343 8250 P.01 ADVANCED WASTEWATER TREATMENT EMENTEM MAINTENANCE AND MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND t ,)bnni0 uibben THIS MEMORANDUM OF UNDERSTANDING made and 1entered into as of this 2 3 day of w Y % 200 3. by and between 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 L - a-5 (AWWTS), described as L, +.ClA%I!c located at ' 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 An approval by the B. Certificate of On -Site Systems Approval. Municipality of existing water and wastewater disposal systems given at the time of property eoosale and title transfer in ardw= with AMC Page 1 of 5 Jan -17-03 22:42P per -mit Counter 907 343 8250 P.02 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 Treatmerrt System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all requirements of this agreement, the conditions of the 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 (5_.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. page 2 of 5 'Jan -17-03 12:41P permit Counter 907 343 8250 P.03 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. of Additional EOYlnment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. ti. M_uiatenance and Repair• 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 tetra 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) rnaintenan=0 (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply with all applicable ordinances, 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 teras and Vonditions 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 Perm't is: Page 3 of 5 'Jan -27-03 22:42P permit Counter 907 343 8250 P•04 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 systems. E. Owner agrees to grant the Municipality reasonable access to test and inspect the Awn 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. Nonwalver. The failure of either patty 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 affect the validity of this Memorandum of Understanding or any I? 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 as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 Jan -17-03 12z42P Permit Counter 907 343 8250 P.05 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_OfScer 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. SeVerabiU 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:6 u Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ss. fin; >� 200)r, y was owledged before me Y of on behalf of x the ° ;e. TARP PUBLIC FO LASKA Page 5 of 5 ian-17-03 12:42P Psirrnit Counter 907 343 8250 P.O6 My Commission cxpires:—IL-04�-- Ric6wdMSWNMUaV.AACOdc Addy dum AMC 15.63 IN00-0237TM9nnreudm of L""Aft"I V"" V"" page 6 of 5