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HomeMy WebLinkAboutUS SURVEY 3200 LT 25US urvery 3200 Lot 25 #090-041-28 municipality of Anchorage • -� 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.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020324 PID Number. 090-041-28 Name ROGER COWELS Wastewater System: ■ New ❑ Upgrade Address: HC 52 BOX 8814 a INDIAN, AK 99540 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 653-1120 3 ❑Deep Trench ■Shallow Trench ❑Bed ❑Mound ❑Other LEGAL DESCRIPTION 50"'°"° 2 m ""' rade« 91ock: tau Subdivision: — 25 US SURVEY 3200 cpD/sa rtSEE Depth to yips bottom /pre, w4hai 9 DWG. rt wath pipe, Township: — Range: Section: — — SEE DWG n. ra added atop a.tgtnd 9,adr 0.5+ R SEE DWG R 45 R i WELL: ■New ❑ Upgrade `"0101 oats 5 NDatama bet. b.a: C100~1on pmete, AkC . Told Dp11� Coved 70: PRIVATE 147 40.43 FL Told ebwrytbn °"'°` — R• p n rt ' 300+ m. rt3034/ F-810 Date Wtte2 Statb Water leve" M—W DRILLING 8 25 20 7 bwto"' OWNER �.g od. 9/18-19/2002 rt 1'M pomp Set At Cad„p Hdeht Abam Gond: 5+ cm UNKNOWN 24+ TANK n rt SEPARATION DISTANCES ❑septic ❑Holding DS.T.E.P. 0 0 To Fra Septic Torek Ab so tion Fi.�d Utt Station Holding Tank b0o/pd.ate s..er ump id*Mdaataan WESTERN UTILITIES Capsdy H e:,tw,c 1500 Well too'+ 100'+ 100'+ — 25'+ FIBERGLASS Nwnbwof �"�'"` 4 Surface water 100'+ 100'+ too'+ — — LIFT STATION Lot Line 5'+ 10'+ 5'+ — _ • 1500 WESTERN UTILITIES 810 CYCLE Foundation 5'+ 10'+ 5'+ — _ am lw dew at1 lw. *at ltph eater alarm et - t20 201 2" 19 1 2" 45' Curtain Drain 50'+ 50'+ 50'+ ►,e,v woke • w°doh Owbical ►wpooec.w se•rwmwd br• MEYERS ME 40 CARCEL ELECTRIC INC. Remarks: BENCH MARK 'THIS IS A BIOCYCLE TREATMENT UNIT .ma Opti` TOP OF WELL l Aamod o..atwm: 140.99 n ENGINEERS SEAL _0 4 OF �gsQ�O Inspections performed by: G.E.G. Ltd. Dates: list 9/18/2002 �* • ' ••�P� _ 0 2nd 9/19/2002 3rd _ 10/6/2002 Q f Go ass. DevelopmentServices Departm nt ApprovalcE- Reviewed and approved by:°oP 44�edprofesai01, (a... tx/w) Ote: J NM 001 88.92 78.08 CO2 172.89 156.56 BIO 195.4 183.5 CO3 237.8 228.7 MT1 237.46 228.54 C04 211.14 207.30 MT2 210.58 206.16 r-FOUNOATION CLEANOUT INSIDE HOUSE (APPROVED BY JULIE MAKELA W/ ONSIM CATCH BASIN W/ UD - STREAM CULVERTED IN A B' DIAMETER HPDE SOLID PIPE AND COVERED WITH NATIVE SOIL - ( INSULATED UNDER DRIVEWAY WITH 2 NEW WELL FOOT WIDE 4 INCH THICK INSULATION - CATCH BASIN W/ LTD- 'NEW BICYCLE TREATMENT SYSTEM •'• CURTAIN DRAIN OUTFALL NEW DRAINFTELD ,1 ALTERNATE SITE) TM12 STREAM CULVERTED IN A B' DIAMETER HPDE SOLID PIPE AND .4 ` Cun _8 COVERED WITH NATIVE SOIL I STREAM 1/10/2005 DRAWN C.J.G. GARNESS ENGINEERING GROUP, Ltd. s CONSULTANTS i GENERAL CONTRACTORS 1 = SG, 3)1 F TUOOF 00A0. S10TF 101 • ANGHOGAGF. AK 00507 • FHONF (00))33)-110 • FAX (907)3,34.5746 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ROGER COWELS (907) 653-1120 1 2 OF 3 LEGAL DESCRIPTION: U.S. SURVEY 3200: LOT 25, TYPE OF WORK: AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM .. :• .. ........... W . �•1•IAI PERMIT SW02U324 AS -BUILT DRAWING PARCEL090-0 NUMBER: SW020324 090-041-28 TOP OF UD FINAL GRADE 113.71 (AVO.) 113.88 (AVG.) BOTTOM OF SIOCYCLE 104.38 (AVG) - TOP OF SAND - 99.48, 2' K 4• INVERT OF OUTLET 109.71 (AVG.) INSULATION NER FABRIC ORIGINAL GRADE - 97.78-98.48 %--INVERT OF PIPE 99.98 OTTOM OF TRENCH 97.28 O HIGH POINT RELATIVE ELEVATION OF RELATIVE ELEVATION OF GROUNDWATER IN TEST HOLE O 92.48 GROUNDWATER IN TEST HOLE O 92.98 R13ATNE ELEVATION OF TTOM OF TEST HOLE O 88.48 RELATIVE ELEVATION OF BOTTOM OF TEST HOLE O 88.98 GATE: b�pd0 0�4 GARNESS ENGINEERING DRAWN BY: v o `� O '•�: 7s40 INEERING GROUP, Ltd. C.J.G. CONSULTANTS tGENERAI CONTRACTORS SCALE' 0,7 3701 F. TUDOR ROAD. SURF 101 • AN[HORAGF. AK 99301 • PHONF (OOIU7)-0R9 • FAX (907)53e•3?A6 N.T.S. ,,,, ,,,,,,,,,,,,,,✓LG/, PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ROGER COWELS (907) 653-1120 1 3 OF 3O '•• e 1 arness: �0 LEGAL DESCRIPTION: Q *e E-7 5 �., \�v� US SURVEY 3200; LOT 25 ��. o �Q �� •'•(�LL PSF,l�4C TYPE OF WORK: 40 profeesio� ate' PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM ��40000�0 NE 09/21/2004 11:13 FAI 19076531122. INDIAN VALLEY MINE 0001/001 CARCEL ELECTRIC, INC. 10410 Finley Cir. Anch'• Ak.99516 967-:346-4030 Ph 907-346.4032 Fax Kevin Heater' P.O. Box 110921' AncE.AK 99511-0921 -.*.-September 19,20W-,:*,ic ''• . To whom it may concern: Cartel Electric wired the Bio -Cycle located at mile 104 on the Seward Highway at Indian. : This Bio -Cycle was wired per the 1999 National Electrical Code. If you have any questions please give me a call. 0 E008/31/2004 17:42 FAX 19078331122 ■ x INDIA.\ VALLEY MINE 0001/003 Job No.: 00.159 l PermitNo.: SWO00310 M -W Drilling, Inc. •P.O.Box 110378oAnchorage,AK 99511• •907-345-4000 ♦ 907-345-3287rax ♦ As -Built Log ♦ Well Owner: Heater. Kevin ♦ Use of ff'ell: Domestic ♦ Legal Deserlpflon: 1JS Snrvev 3200. Lot 25- Indian. AK ♦SizeejCasing: G" ♦DepthofHole: 147' ♦Cased To: 40.43' ♦ Sratic water level 7' below land surface- Well urfaceWell Finish- Open end (X); Screen O; Perforated( ) ...--- ----•♦ScreenfPerJorrtisrrdescription: -•Nese_.._...._....._.---- _ - ♦ Well pumping test at 5L- rallons per minute fur 1 hours tvlfh 100% r f drawdownfrom static level. ♦ Notes: *Client states 13.5 gam_ Dry grouted- Two (2) sacks bentonite. ♦ Date r f completion: 08-25-2000 Wvll l.or. Depth in tett from -- ;round Burr cc. Dcuils of formations)cnctratcd .mire of material color and hardness: 0_. TO 2 Casing stick-up 7 - TO - 5 ..-... -__ Silty. gravel 5 TO 9 Organics Gravely with cobbles _ Bedrock: Softsilt-stone/argillite with small water seaps in sporadic 9 TO 27 ?7 TO 147 fractures, and white quartz fracture filling. TO TOTO TO TO TO TO TO. TO. or _17— TO ........ TO - TO - - ' -- _ 1Tyy1VA"-Certified-Contractor rcrtifi�tA Xo!s R34 &- 073 M- W Means WaterAl ���e�, lam✓ 31 / B -V Dc,&V/- 0 5 - M Fr�w� ��,r ✓e�� ��le jv���e co�ve�s��► v� -0 1 cam, � � -�-�a �— �� �A ✓ 0 5 �'wvJ S�w`e Ice W k J v\ A� o kt-P v/ C� Q ao, o q T' h o r mkt �U C- (le VN 0',k 1S �o CA f-�(� ��'v1M� Wa ��-l►e�� a� -��rs �o �1-►ov� wit( O pl() 0 S e � are S�o fw C� v� ► S -� b S k w 4C (0. C✓6, �► o 2� C-, , C,��- t�r��CA, q -n . B \ RAFT CDI 90. 92 78.08 \ 002 172.99 15059 / // \ 910 195.4 103.5 \ CO3 237.0 220.7 FCO / M71 237.99 229.54 \ 009 211.19 207.10 \ FCO Mrs 210.58 2M.16 \ X7.0,MJ 4 80 • 'Op' w •O � C7GP p� 0�9y 009 / 02 � / NEW DRAJNF)ELD. J LOT 26 ALTERNATE 10/23/02 ALASKA WATER & SVASTEA NVATER B.S.G. CONSULTANTS. INC. SCALE: 9001 DFRARR ROAD. SUITE 29 • ANC;CRAGF. A9 995% • MONF (007)337-9D0 • FAX (007)339-3719 I" _ 501 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEVIN HEATER (907) 250-9083 2 OF 3 U.S. SURVEY 3200; LOT 25 TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC SYSTEM +THF2 7 Jeffre ness: e 3 S� QP'r A;FO 011°JO'1.... ••ct,°v Tub —4 8 * JIWV -7—: T ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND Q,rn\�`r--.- THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this day of Mn:cXij_ of 2005 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 (AWWTS), described as Qnna'qr�a, located at l XCZi &T -,M .\ .aacC) l 1--zy 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 AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of-7� ($ .00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AIVN'VTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AW WTS 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 oHmer'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 AW WTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owner's AW WTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AW WTS 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. 1\omvaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. ' Date: STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this `t day of I ILA-.tr , 20by F) I UIItP.Ir , the of on behalf of the, Municipality of Anchorage. T RY PUBLIC FOR AI SKA g My Commission expires: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS January 10, 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 Ref: Septic System Documentation for Lot 25, US Survey 3200 To whom it may concern: The septic system was installed on this property in September of 2002 by the previous owner Kevin Heater. The property was then sold to the new homeowner Roger Cowels without a Health Certificate. Mr. Cowels was sent a list of deficiencies to complete the documentation of the septic system. The deficiencies have now been corrected and attached is the as -built documentation of the new septic system. ,e contact us at 337-6179. Thank you for your assistance. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246' Website: gamessengineering.com Permit Number: SW020324 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 Acs �Ay rtisrEc Tion 9�/8�02 srA �tTiaG 8.'004. Hr� ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Sep 04, 2002 Expiration Date: Sep 04, 2003 Parcel ID: 090-041-28 Legal Description: US SURVEY 3200 LT 25 Design Engineer: 0041 AK Water & Wastewater Consultarr Site Address: Owner Name: Kevin Heater Lot Size: 145200 SQ. FT. Owner Address: PO Box 110921 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99511 - This permit is for the construction of: Q✓ Disposal Field Z✓ Septic Tank Holding Tank ❑ Privy E] 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: `' l4' ol-" Date: % ¢ Lo2 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. &-\ o - DA \ - 1b Permit Number SW 020324 Property owner(sMQ_Z, , . \t-11 Q� Day phone LS 3-oo S' a_ Mailing address (1) © o • ��� ��o- > l Mailing address (2)'Pt Zip Code Legal description (Lot, Block & Sub'd.) 1-A5 s . �� - 31 0 l -.'N y� Legal description (Section, Township & Range) Lot Size VIN C 1vy Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms Sewer Only 13\ 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 Ingle Family Dwelling and is In accordance with applicable Municipal Codes. of property owner or Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number. MUNICIPALITY OF ANCHOPA GE Department of Heafth and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW000310 Date Issued: Aug 21, 2000 Expiration Date: Aug 21, 2001 Parcel ID: 090-041-28 Legal Description: USSurvey 3200, Lot 25 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: unknown Owner Name: Kevin Heater Lot Size: 145200 SO. FT. Owner Address: PO Box 110921 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99511 - This permit is for the construction of: f,[ Disposal Field Q Septic Tank E] Holding Tank E] Privy Z 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 DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-4744 ( 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. ?•/[k> V Date:9„21-00 ALASKA WATER & WASTEWATER CONSULTANTS, INC. August 11, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Well and Septic Design for U.S. Survey 3200; Lot 25 To whom it may concern: The existing 3 bedroom house will be served by a private well and septic system. Two test holes were excavated on the property. The proposed septic system will be designed within the 30 foot radii of these test holes. We are proposing that a Biocycle aerobic treatment plant and a five foot wide drainfield with a sand filter be installed. This design includes a recommendation to the homeowner to install the alternate drainfield during initial installation as a reserve site. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. In T1I#1, the soils below the organic layers are a GM/ML material to a depth of 4 feet and then transitions to a GM material to a depth of 10 feet (bottom of test hole). In TII#2, the soils below the organic layers are a GM/ML material to a depth of 11.5 feet (bottom of test hole). Groundwater was encountered at 10 feet in TIN 1, and 6 feet in TII#2 during the excavation of the test holes. Ten days later, groundwater was found at 6.25 feet in TH#1 and 6 feet in TII#2. A percolation test for TIN 1 was performed between the depths of 4.5 feet to 5.0 feet which had a percolation rate of 7.3 minute/inch. A percolation test for TII#2 was performed between the depths of 1.0 foot (just below the organic layer) to 1.5 feet which had a percolation rate of 17.1 minute/inch. It is our opinion that due to the overall appearance of the soils, an application rate of 0.6 gallons/day/ft2 should be used. 2. TRENCH #1 DESIGN: a. Percolation Rate: 7.3 & 17.1 minutes/inch b. Allowable Application Rate: 2 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 225 ft2 f. Total Depth: 1 foot (Remove all organics) g. Effective Depth: 0.5 feet 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Far: (907) 338-3246 * Website: akwwc.com h. Width: 5 feet i. Reduction Factor: N/A i. Minimum Length: 45 feet long j Effective absorption area = 225 ft2 3. TRENCH 42 DESIGN (OPTIONAL): a. Percolation Rate: 7.3 &: 17.1 minutes/inch b. Allowable Application Rate: 1.5 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 300 0 f. Total Depth: 1 foot (Remove all organics) g. Effective Depth: 0.5 feet h. Width: 5 feet i. Reduction Factor: N/A i. Minimum Length: 60 feet long j Effective absorption area = 300 ft2 3. SURFACE WATERS: A small drainage ditch is located on the east side of the property. This surface water is to be culverted in order to obtain the required 100 feet separation distance. There are no other surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average topography of this property is a 15 to 35 percent slope running from approximately north to south on a slope that is naturally vegetated. The trench(es) are to be installed parallel to slope contours. All slopes/cuts within 50' of the proposed trenches will be filled as necessary to maintain a slope of 35% or less. In short, we are requesting that you allow the proposed trenches to be installed on a slope up to 35%. 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, or 244-9612. Thank you for M.S. NOTE: Attached is a site plan drmving, a design drawing, nvo soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 213 * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com 40 WELL CONCERNS U.S. SURVEY 3200; LOT 25 E OF WORK: SITE PLAN 8/11/2000 <G_.- F^S. RAI.ASKA DRAWN BY: < ! ��! •• .. '1 NATER R WAS TEIN19FE, R K.D.W. CONSULTANTS, INC. SCAUE.' e 4 y in — 1 DD 6901 DEBARK ROM, SUTE 2B • ANCHORAGE. AK 99504' PHONE (907)337.6179 • FAX 907)116-3246 REPARED FOR PHONE NUMBER: PACE NUMBER: is �' • KEVIN HEATER (907) 250-9083 1 OF 3 L'. - of .• G me s: U.S. SURVEY 3200; LOT 25 E OF WORK: SITE PLAN / INSTALL FCO \ INSULATE UNDER DRIVEWAY WIFOOT WIDE 4TH 4 CO THICK INSULATION n �O FA CULVERT SURFACE WATER - AS NEEDED TO MAINTAIN 100' SEPARATION DISTANCE TO DRAINFIELD GRAM PROPOSED DRAINFIELD (01)BED ON A 2 - LOT 26 EXCA ATE A TRENCH PTHA IS 1 FOOT DEEP (REMOVE ALL ORGANICS), BY S FEET WIDE, BY 45 FEET LANG. SEE PACE 3 OF 3 FOR DEVILS. !Lo.-gi� TH/2 FLOW DNERTER (FOR OPRONAL DRAINFIELD) ?o x 8/11/2000 *; DRAWN BY: ALASKA RATER & WASTE, «'ATER � K.D.W. RR CONSULTANTS, INC. 1" — 50, ....... ? 6901 DFBAROAD SLATE 28 ' ANCHORAGE, AR 995%' PHONE (907)337-6179 • FA% (90)"36-3266 O REPARED FOR: PHONE NUMBER PAGE NUMBER: KEVIN HEATER (907 r s - CULVERT 2 OF 3 .. ' ame �.• ' cJe ame s� U.S. SURVEY 3200; LOT 25 OF WORK: DESIGN OF SEPTIC SYSTEM LN ALTERNATE DRAINFlELA (/2)---' ASED ON 1.5 CPD/FT' EXCAVATE TRENCH THAT IS 1 FOOT DEEP (REMOVE ALL ORGANICS), BY 5 FEET WIDE, BY 60 FEET LONG. \�DURING EE PACE 3 OF 3 FOR DETAILS. UMALL CUTBANKS WITHIN 35 FEET OR IS RECOMMENDED THAT THE SITE BE INSTALLED PROPOSED DRAINFlEIDS WILL BE FILLEDALTERNATE THE INITIAL INSTALLATION. AS NECESSARY IN ORDER TO MAINTAIN TH/2 FLOW DNERTER (FOR OPRONAL DRAINFIELD) ?o x 8/11/2000 *; DRAWN BY: ALASKA RATER & WASTE, «'ATER � K.D.W. RR CONSULTANTS, INC. 1" — 50, ....... ? 6901 DFBAROAD SLATE 28 ' ANCHORAGE, AR 995%' PHONE (907)337-6179 • FA% (90)"36-3266 O REPARED FOR: PHONE NUMBER PAGE NUMBER: KEVIN HEATER (907 r s - CULVERT 2 OF 3 .. ' ame �.• ' cJe ame s� U.S. SURVEY 3200; LOT 25 OF WORK: DESIGN OF SEPTIC SYSTEM LN Mf OO FP1P1. CRAM 2" WLAIION MO�Oo G�� �FLIERFADCO P Of 022 WA%EV 5eWf.R VENNIM. EX WAM=PLL— OM4X5. APP A MMMUA Of 2FEETOf LEVELING 5W. A MIMMLM Of ONE f 00 Of SANT 510U.D BE AjOVE ORIGPIPI. GRPDE. 3:151M SLOPE FOR 30' MIMMIIM A" FERFORAIED DRAAPFE WIIIi 2" Of W.A jm O4ER fOP OF m MID �\6"FF�IOf DR*Wa LWR ff FIFE. \V 211 X'1" VNA/I, 1/ 17 � 1^ A5 RrOIB�n PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 1 TO 1.5 FEET BELOW ORIGINAL GRADE (REMOVE ALL ORGANICS), BY 5 FEET WIDE, BY 45 FEET LONG. ADD TWO FEET MINIMUM OF LEVELING SAND (1 FOOT MINIMUM ABOVE GRADE), AND ONE FOOT OF CLEAN, WASHED SEWER DRAINROCK. SEE PACE 2 OF 3 FOR LOCATION. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. /�•'' , 8/11/2000 DRAWN BY: ALASKA «'ATER & WASTENNIATER K.D.W. CONSULTANTS, INC. I SCALE: 6901 DFBGRR ROAD SUITE 76 • ANCHORAGE. GR 995M - PN" (907)337.6179' FAX (907)336-3766 N.T.S. PREPARED FOR: PHONE NUMBER: PACE NUMBER: KEVIN HEATER (907) 250-9083 3 OF 3 LEGAL DESCRIPTION: U.S. SURVEY 3200; LOT 25 TYPE OF WORK: PROFILE OF SEPTIC SYSTEM UPGRADE ... A.... Harness,: -7953 _ ALASKA WATER & WASTEWATER CONSULTANTS, INC. LEGAL DESCRIPTION: INDIAN CREEK PERFORMED FOR: KEVIN HEATER DATE PERFORMED: 7/27/2000 (feet -Zzz: TEST HOLE #1 1 ORGANICS 2 SOIL CLASSIFICATIONS _ SITE PLAN d° 'o'• GW ORG I I' = 100' 3 GM/MLGP J ML I GM CL 4 5 6 7 e 9 10—E tt 12- 13- 14- 15- 16- 17- 18- 191 213141516171819 20 COMMENTS: GM M. 111111111 P Mtiitrrll II'.�� • .'FYINNIE � . DATE . .. ............... J If A.1p ss: o —7953 �cQdO +TMil DATE READING CLOCK TIME I NET TIME (MINUTES) I WATER LEVEL I READING NET DROP (INCHES) 7/29/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 1 7:54 — 6' — 2 8:24 30 1 1/2* 4 1/2- /2'3 3 8:24 — 6' — 4 8:54 30 1 7/8' 4 1/8- /8'5 5 8:57 — 6' — 6 9:27 30 1 7/8' 4 1/8' 1 771 PERCOLATION RATE 7.3 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. PERFORMED BY ALASKA WATER do WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF09MID _IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON ALASKA WATER & WASTEWATER CONSULTANTS, INC. 890PH0 EE( 07)33758 9 0 FAX (907UITE 2B - ANCHORAGE, 2469504 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: INDIAN CREEK PERFORMED FOR: KEVIN HEATER DATE PERFORMED: 7/27/2000 (PTH feet) ORGANICS TEST HOLE #2 1 2 SOIL CLASSIFICATIONS '•d :3GW -- ORG GM CL 4 5- 6— 7 8 9- 1011 10- 11 12 H.O.H 13- 14- 15- 16- 17- 18- 191 3141516171819 20 COMMENTS: GM/ML _ unuui OW DEPTH TO GROUNDWATER DATE 6' 7/27/00 9.5' 7/29/00 7.5' 8/2/00 6' 8/6/00 SITE PLAN I' - 100' � T^ Q+p ♦TM/1 +TH12 DATE READING CLOCK TIME I NET TIME (MINUTES) I WATER LEVEL READING NET DROP (INCHES) 8/6/00 PERC. HOLE WAS PRESOAKED 4+ HOURS PRIOR TO TESTING 1 10:30 — 6" — 2 11:00 30 4 1/8" 1 7/8" 3 11:00 — 6" — 4 11:30 30 4 1/4" 1 3/4- 5 11:30 — 6" — 6 12:00 30 4 1/4" 1 3/4' PERCOLATION RATE 17.1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. PERFORMED BY ALASKA WATER do WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON