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HomeMy WebLinkAboutBLUEBERRY HILL BLK 4 LT 2Blueberry Hill Block 4 Lot 2 #050-202-12 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water b 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: Aug 17, 2005 Expiration Date: Aug 17, 2006 Permit Number: SWO50296 Legal Description: BLUEBERRY HILL BLK 4 LT 2 Design Engineer: 0855 Garness Engineering Group, LTD Owner Name: BILL FORDHAM Owner Address: 21919 BARCLAY DRIVE EAGLE RIVER. AK 99577 - Parcel ID: 050-202-12 Site Address: Lot Size: 178160 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ✓ private Well E] Water Storage ❑✓ Disposal Field M Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 ( 1BAAC80 ). 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. 5. The following special provisions. a.) Retaining wall must be designed and inspected by a registered professional civil engineer. b.) Well has been approved to be placed in driveway/parking area. At no time shall the well be converted to a pit well. Received By: Issued By: Date: 7 �cbf Municipality of Anchorage • -"1 Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number Parcel I.D. Property owner(s) BILL FORDHAM Day phone 240-93911 Mailing address (1) 21919 BARCLAY DRlff_-*-E&QLLJLNEE-A&-12572------- Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) LOT 2 BLOC 4 BLUEBERRY HII 14 ei ionnncinti Legal description (Section, Township & Range) Lot Size , / �Q / y�--Acreq.Fl. Number of Bedrooms 3 THIS APPLICATION IS FOR: ❑ Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade THIS PROPERTY CONTAINS: ❑ H ot Tub ❑ Jacuzzi ❑ ❑ Water Softening Unit Swimming Pool ❑ 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. GARNESS ENGINEERING GROUP Ltd. 1 &0LP9Waiver Fees Permit Fees: ` i�, Date of Payment: Date of Payment. Receipt Number. Q%_ t_ Al Receipt Number: GARNNEESSCONSULTANTS ENGINEERING GROUP, Ltd. & GENERAL CONTRACTORS June 30, 2005 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 Rcf: Proposed Well and Septic System for Blueberry JIM Subdivision; Lot 2, Block 4, To whom it may concern: 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 shallow bedrock, the limited amount of receiving soils, and the steep slopes, we are proposing to use an M.O.A. approved recirculating trickling filter system (sized for 3 bedrooms) and a 5 - wide trench type drainfield. The drainfield will be designed around the 30 foot radius oft ots test bole. f the septic The owner of this property also owns and lives on the adjacent property (Lot 3). A portion system and the alternate site for Lot 3 are located on Lot 2. The owner has granted himself an ingress/egress easement for this encroachment. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPIIY: As can be seen on the attached detail drawing, the average topography of the entire property ranges from 25 to 100 percent. in the area of the drainfield, the average slope ranges from 25 to 50 percent slope running approximately north to south. The owner has currently excavated a driveway and area for a house location. The owner is proposing to excavate the area uphill from the proposd drainfield and fill the area below the drainfield so that the slope dos not exceed 25 percent. According to our design, a retaining wall will most likely be required to be installed in order to achieve the slope requirments. We are requesting that a 35 feet waiver be granted from the proposed drainfield to a slope greater than 25 percent. If the retaining wall is required, the uphill side of the retaining wall will be lined with an impermeable barrier. Given the porosity of the soils, it is our opinion that there is minimal risk with the granting of this waiver. Prior to the septic system installation, the owner will be required to fill and grade the area below the drainfield, without disturbing the drainfield area, in order to insure that the slope requirements will be met. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessenginecring.com ave on We are unaware of any adversethis at 337-l6179. ouldThah you for your at wells or septic systems. if you have any/Tuestions, please contact P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, and two soil logs, which are all part of the design pacAage for this septic system. (Contact G.E.G. Dd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246 • Websitc: garnesscngincering.com TE: THE CONTRACTOR/HOMEOWNER SHALL NOT DISTURB AREA AROUNL AINFIELD WHILE PLACING FILL BELOW PROPOSED DRAINFIELD AREA. PRECONSTRUCTION SITE VISIT BETWEEN THE CONTRACTOR/HOMEOWNER D THE ENGINEER WILL BE REQUIRED PRIOR TO THE INSTALLATION OF NOTE: THE SAME OWNER OWNS BOTH LOTS 2 AND 3. BLOCK 4: BLUEBERRY HILL SUBDIVISION. THE OWNER HAS GRAM= HIMSELF AN INGRESS/EGRESS EASEMSERVMENT F ] DE SEOTICE N Sl 2�. TAT BLUEBERRY HILL S/D: LAT 1. BLOCK 4, SITE PROPOSED SEPTIC SYSTEM SEE DESIGN, PAGE 2 OF 4) I I I B WET J. BLOCK 74 I � I I BLUEBER LOT 3.BLOCK 4� / I BARCLAY DRIVE -- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS t GENERALCONTRACTORS - .,tw Rut • tttunu PAGE NUMBER: PREPARED FOR: PHONE NUMBER: BILL FORDHAM (907) 240-9398 1 OF 4 DRAWN BY: LEGAL DESCWPRON: J.L.M. BLUBERRY HILLS SUBDIVISION; LOT 2. BLOCK 4, TYPE OF WORK: 6/29/2( SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 9 ''� 1. �� •� T PROPOSED 3 BEDROOM / HOUSE I I I B WET J. BLOCK 74 I � I I BLUEBER LOT 3.BLOCK 4� / I BARCLAY DRIVE -- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS t GENERALCONTRACTORS - .,tw Rut • tttunu PAGE NUMBER: PREPARED FOR: PHONE NUMBER: BILL FORDHAM (907) 240-9398 1 OF 4 DRAWN BY: LEGAL DESCWPRON: J.L.M. BLUBERRY HILLS SUBDIVISION; LOT 2. BLOCK 4, TYPE OF WORK: 6/29/2( SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 9 ''� . . w NUMBER OF BEDROOMS: 3 GALLONS PER DAY (CPO): 450 PERCOLATION RATE/S: <1 WKANCH PROPOSED APPLICATION RATE: 4.0 UWgMUm DRAINFIELD SOYTJ 113 ummum DEPTK* I I= (REMOVE ALL ORCMICS) vAmw: 5 FEET LENCTH: 24 FEET W.OA. APPROVED SUM FILTER: 2+ FEET EFFECTIVE: 01 FEET RroLICTION FACTOR: N/A NOTE: 1. THE RETAINING WALL AND FILL AREA MUST BE INSTALLED PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM TO INSURE THAT THE SLOPE REQUIREMENTS CAN BE OBTAINED. - 2 THE UPPER SIX INCHES OF THE ABSORPTION FIELD AND FILL AREA MUST CONSIST OF TOPSOIL AND BE SUFFICIENTLY VEGETATED To PREVENT EROSION. RECIRcvLA PROPOSED MOA APPROVED mNG TRICKLE FLIER SYSTEM (SIZED ALTERNATE ZSrtME FOR 3 BEDROOMS) sm ELD PROPOSED 1500 CALLON str-p. TANK WITH TH1 INTERMITTANT DOSINC c TIMER SYSTEIA. J < - PROPO TO I m 0 DRIVEWAY LOCATION BE RELOCATED) WALL GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS M L IIAM Ru,4 SM "I - MoORWL M "If- MOW - M "or �AW-m" - WWW PAGE NUMBER: PHONE NUMBER: 11130-1,41-1 17 PREP FOR: ft,n—lXn2 PAGE OF 4 HILL LOT OF WORK: ESIGN OF PROPOSED WELL AND SEPTIC SYSTEM %UrEA.' omens: —-----D----- WTO co T D L— OUT — - I 2s• FINAL GRADE NOTE: THE FINAL GRADE 35 FEET SOUTH FROM THE TRENCH MUST BE GRADED AND FILLED TO LESS THAN A 25 PERCENT SLOPE. BRACING AS NEEDED GARNESS ENGINEERING GROUP, Ltd. CONSULTANT53GENERAL CON7RACTOR3���' ,"I C RIOC11110:0. YAC 101 /i101p0..LC Mf NSD) F19.[ IT e�OC w�. MVS^ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL FORDHAM (907) 240-9398 3 OF 4 DRAWN BY: LEGAL DESCRIPTION: J.L.M. BLUBERRY HILLS SUBDIVISION: LOT 2. BLOCK 4. DATE: TYPE OF WORK: 6/29/2005 DETAIL OF PROPOSED DRAINFIELD NOTE: EXCAVATION IS LIMITED TO THE REMOVAL OF ORGANICS. SEWER ROCK WILL BE 6'+ C79,53 .b'I Ct( < .Pro Fesslol`d FABRIC FILTER 2' COVER F MINIMUM •2+rt OF MOA ''F'.'•: ix APPROVED :SAND BRACING AS NEEDED GARNESS ENGINEERING GROUP, Ltd. CONSULTANT53GENERAL CON7RACTOR3���' ,"I C RIOC11110:0. YAC 101 /i101p0..LC Mf NSD) F19.[ IT e�OC w�. MVS^ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL FORDHAM (907) 240-9398 3 OF 4 DRAWN BY: LEGAL DESCRIPTION: J.L.M. BLUBERRY HILLS SUBDIVISION: LOT 2. BLOCK 4. DATE: TYPE OF WORK: 6/29/2005 DETAIL OF PROPOSED DRAINFIELD NOTE: EXCAVATION IS LIMITED TO THE REMOVAL OF ORGANICS. SEWER ROCK WILL BE 6'+ C79,53 .b'I Ct( < .Pro Fesslol`d )RG, aIM5) GARNESS ENGINEERING GROUP, Ltd. �: 4 CONSULTANT56GENERALCONTRACTORS� _ _ ..... •• •• •••••••• SOIL- LOG — PERCOLATION TEST LEGAL DESCRIPTION: ULULHLKKT nay ����••�•�••• -- - ---- PERFORMED FOR: BILL FOROHAM (tee j =tea ORGANICS TEST HOLE El i? '= E: �J�1rrf"v A GavleSS: **' 10 CLOCK SOIL Cl ASSIFICATIONS WATER EL T DROP (E _ DATE READING TIME (MINUTES) RE DING (INCHES) 11 — 6• GPML 3 !+_ Op GM CL 4 2 _ GC OL MH SW — 6• — 13 4 _ 5 0• SM . . OH 5 — — S\.• — 14 6 — 2 0 6 EDROCK DEPTH TO DATE 7 GROUNDWATER 17 DRY 6/17/200`. B 18 E: �J�1rrf"v A GavleSS: **' 10 CLOCK NET TIME WATER EL T DROP (E DATE READING TIME (MINUTES) RE DING (INCHES) 11 — 6• 6/20 2005 1 — 0. 6• 12 2 _ 2 3 — — 6• — 13 4 _ 2 0• 6• 5 — — 6• — 14 6 — 2 0 6 15 16 17 18 �\� F nn rNFSI PERCOLATION RATE <1 (MIN./INCH) rami.. \\ �� •^• 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: M YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED A FREE E AND MUNICIPAL A. GAR WITH ALLEFFECT ON THIS DATES W6 A jo FORMED IN ACCORDANCE _.__. _.._.._ . GARNESSCONSULTANTS ENGINEERING GROUP, Ltd. & GENERAL CONTRACTORS � [SOIL TLOG - PERCOLATIONTEST LEGAL DESCRIPTION: eLutetKc. naL o of --• --- PERFORMED FOR: Biu FORDHAM DEPTH (1e) FUM571. ORGANICS TEST HOLE 2 1 PERCOLATION RATE <1 (MIN./INCH) PERC. HULt UiA. \IIV fILJ/ 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY PERCOLATION TEST PERFORMED BY: JODY COMMENTS: • CERTIFY THAT THIS WAS q�p DIN ACCORDANCE PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS/3o a5 WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �7/_�_ TIME LEVEL WATERNET NET DROP 3 yr READ NG t:r .a. 6/20 2005 1 — — 6. _ 4 — 2 0. 6 3 — — 5Cp — 4 — 2 0. 6• 5 — — 6- 6 — 2 7 ,�•r„ B av f'�ir L rr?�: 10 EI 11 12 13 14 15 16 17 18 PERCOLATION RATE <1 (MIN./INCH) PERC. HULt UiA. \IIV fILJ/ 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY PERCOLATION TEST PERFORMED BY: JODY COMMENTS: • CERTIFY THAT THIS WAS q�p DIN ACCORDANCE PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS/3o a5 WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �7/_�_ TIME LEVEL WATERNET NET DROP DATE READING T MEK (MINUTE) READ NG (INCHES) 6/20 2005 1 — — 6. _ 2 — 2 0. 6 3 — — 6. — 4 — 2 0. 6• 5 — — 6- 6 — 2 0. 6• I ICC\ PERCOLATION RATE <1 (MIN./INCH) PERC. HULt UiA. \IIV fILJ/ 19 TEST RUN BETWEEN 2.0 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO SOILS LOGGED BY: JODY PERCOLATION TEST PERFORMED BY: JODY COMMENTS: • CERTIFY THAT THIS WAS q�p DIN ACCORDANCE PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS/3o a5 WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: �7/_�_ Jei• d• 2Co9 12:_241 G3rness Enlineerina Grout, Ltd. N�•7L�? P• ADVANCED WASTF.W'ATER TREATMENT Sl'STENt MAINTENANCE AND REPAIR AGREEMENT MENiORA,NDUNI OF UNDERSTANDING BETWEEN M NICIPALITY OF ANCHORAGE AND \�%rlltcrN. T'rllS NIF,NIORANDUIM OF UNMERSTANDING made and entered into as of this IT of-Ii=-14-of2d(�S,by and between Jjjflt2 4 Canna FOS herein the "O%WER." and the NAyticipality 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 WASTER'ATERTREATNIFNTSYSTE:t1S. \Municipality grants permission to Owner to utilize and operate an Advanced Wastewater MoQ "Vccx� Treatment System (AWWTS), dcscribed as ,,, L located 1 LI CR ata ocL Loll 1MtA I r V I -+IIS I f Q tr.j . Anchorage. Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any pasts, ccntponcnts or pieces not included in the original construction permit and design. Pror to performing any alterations to an A\V\VTS die owner must obtain a Wastewater Disposal System Constru.tion Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter. "AMC") 15.65. B. Certificate of On -Site Systemi Approval. An approval by the Municipality of existing water and wastewater disposal systems given at the time of propcny sale and title transfer in accordance with ANIC 15.65. Lid rr ^:— GufGE$$ �(,Ziy.�rl!15 fV'li, Q. Jv; ? i�., i..� " 110.74o P. 3 Thcse approvals certify that the syst.ms aro adequate !br the homes that they support and meet the codes that were in p'.ace at the time of system ernstructicn. C. Damage. Any matt -made or natural change in a system that w•ou'.d inhibit the system from performing as designed. D. Maintenance and Rcpalr. The scheduled and as needed replacement of existing parts, components and pieces of an AWW TS 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 Pennit as defined by AMC 15.65. C. Pcrmit (Operating) Ar. Advanced Wrstewater 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 ar_d all relevant provision,, of AMC 15.65 3. Ltt. Owner shall pay to Municipality an annual fee of B e-fO (500). 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 AWW'TS. l s nns ;?:'c:% Garaess EnBinetlrin? Gro -O. Ltd, I+c•7»�1 Th: term begins on the date of appravai 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 ncNv owner or transfen;c of the property. 5. Alterations lmtallation andRemoval of Additional F.nuinmsat. Owner agrees not to make any alterations, removal of parts or additions to the AW WTS without a Construction Permit from the Municipality. 6, ltalutenance and Repairs. A. 1,hrough(,ut the term of this Memorandum of Understandin, the Owmer shall uta!utain AWW"fS 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) adjusunent(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply Will al! applicable ordinance, laws, regulations, ruses and orders for the AW WTS. B. Owner agrees to provide the MLmicipa'.ity a written schedule of routine maint:nance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AW WTS 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 AW WTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWW15 ere codified in ANIC 14.60. li).740 7. 0 ;q;. 230; 1_':2?)%1 Ga(Aatt [nS.Lfe(iAd G. 7, Lt]• 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%`TS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur wi&.out a new Certificate ofort-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 AWNWI5. 7. Nonwalver. 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 cflect the validity of the Memorandum of Understandiuc 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 panics, with the same formslity of this Memorandum of Understanding w3., executed and such writing shell rx attached to this Memorandum of lnderstanding as an arnendmem. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of &..e parties ure: IUi E• [�?5 I(:2»gin! u316Q i4 �f: filPFet19B uh:C:• !te• 'iJ•'»01 i 0,Amer: 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 patties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understand; np decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. BY: Date: ik 1j, STATE OF ALASKA THIRD JUDICIAL DISTRICT The byLL ne,s onbehalFof FARY PUBLIC F�R A Commission expires: _ ) ss. dged before me Nsd day of the l of Municipality of Anchorage. Oil- F IV 4F �-'tr- 1%0 T.4'? 'K.A „ }' ?