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Home My WebLink AboutT14N R1W SEC 6 NE4SW4 PTN Municipality of Anchorage Development Services Department ,.-;:~:.--:=-t:, Building Safety Division .... '--:~ On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 "~ y www. ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW050125 PID Number:. 050--321--55 Name: LINDA SENN & CHRIS LITTLE WastewaterSystem: · New I-I Upgrade Address: TIMBERLINE DRIVE * EAGLE RIVER, AK * 99577 ABSORPTION FIELD Phone: No, of Bedrooms: (907) 550-1676 4 r'lDeep Trench · Shallow Trench r'laed nMound ·Other** LEGAL DESCRIPTION ~o, .~.0: Tat·, De.~ ,~m o.¥., °rod.: 5.0 cPD/S~, rL *** 1.5 MAX. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath plpe: N/A NE 1/4. SW 1/4. PTN (LOT 15 TIMBER RIDGE) (+)1.02 TO (+)5.25 rt. 0.52 Township: 1 4N Range: 1W Section: 6 n, added o~o, ori~l.o, grade: C-av,I SEE DWG. ~. 40+ rL Crovel width: Number af I~nes: I Distance between lines: WELL: · New [] Upgrade 5 ~ '~I -- ;C_~o~_'_!fication (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: PRIVATE 400 ~ 19 ~ 200+ so. ~ D 5034/ F-810 Driller:. Date Drilled: Static Water Level: Installer:. Date In·tailed: SULLIVAN WATER WELLS ¢/25/2002 50 ~ AKWWC INC. 8/25-28/2003 Yield: I Pump ~ At: Casing Height Above Ground: 0.5 cP~I UNKNOWN FL . 2 .. TANK SEPARATION DISTANCES aseptic aHo~ing =S.T.[... =Other** TFrom~ Septic Absorption Lift Holding Publ;c/Prlvate Manufoaturen Copoclt7 In gallons: Tank Field Station monk S,,e~ U,e, ORENCO SYSTEMS 1500 Well 100'+ 100'+ 100'+ -- 25'+ . ~t,rial: FIBERGLASS ,,m~ o~ ¢on~po,,,,,t,: 2 Su,a:e Water 100'+ 100'+ 100'+ - - LIFT STATION Lot Uno 5'+ *7'+ 5'+ -- Size In gallons: J Monufocture~', - 1500! ORENCO SYSTEMS Foundation 5'+ 10'+ 5'+ -- -- 'Pump a"' '"""' "t: rpumP a" 'l et: 'H~h 'ate' a~m~ at:- TIMERI I TIMER 44" Curtain Drain - NONE KNOWN Pump Make ar Model: Electrical Inspect~on= performed by:. Remarks: *SEE LOT LINE WAIVER REQUEST. BENCH MARK LocotJo~ and Descriptk)n: · *THIS IS AN ADVANTEX TREATMENT SYSTEM. TOP OF CMU FOUNDATION @ POINT "B" · **2.0 TO 4.23 FEET OF M.O.A. APPROVED SAND FILTER ADDED TO TOTAL DEPTH. I'''u"~ ~t~: 115.41 ENGINEER'S SEAL/~ · ~.."..: ..... IF, .,.I:.~. ...... '. ....~ 2nd 8/26/2oo3 ~', ..-j JJJ l/ ' 3rd. 8/28/2003~,~)~ .::,~':~,," ~'~;;.~' Development Se(~Department Approval ~/00~... t~'' ~ .."~ R~viewed and approved by: Dote: 2[t4[~ I~h~e',~.' I ...... '~'~.?~,,~ PERMIT NUMBER: AS- BUILT DRAWING 050-521 -53 A B ST1 62.86 31.66 MH 65.46 .39.78 DBL1 !68.71 48.82 ,-, DBL2 69.49i 43.72 ,.ul, C01 73.76 49.09 ,.el, MT1 72.64 48.86 /--~.T[RNA~ SITE C02 101.55 86.06 = / / I nBER0~S ~V~eX /// -~.. ~ :~. ~ .: ......... : ~ ...,~....... .. .., D~WN ~: ~..' -~ CONSULIANIS, INC. ~:~ ~ s~ 3701 E. TUDOR ROAD. SUITE 101 ' ~NCHOR~GE. AK 00507 · PHONE (007)557-6179 ' FAX (q07)558-S2~6 1 ~ m ~0t LINDA SENN & CHRIS LITTLE (907) 550-1676 2 OF 3 , : '"~ ~ ~,,~,o,: '0~."~ ~,~ ~?.~ NE 1/4, SW 1/4, PTN; SECTION 6, T14N, R1W (LOT 15, TIMBER RIDGE) ~[ o~ WORn: AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM LOCATIONS a B ST1 62.86 31.66 MH 65.46 39.78 DBL1 68.71 48.82 DBL2 69.49 43.72 C01 73.76 49.09 MT1 72.64 48.86 C02 101.55 86.06 MT2 101.78 85.07 PERMIT NUMBER: AS- BUILT D RAWIN G · 050-321-55 TOP OF ADVANTEX POD ~04.93 - ~o,~.os (AW.)---x /---~'OP or MANHOLZ - nNAL OEADE = 104.00 (AVG) ~ . ~.sum',o.~ 'x. ,., ' \ INVERT OF PiPE / I :' ~"-T'~-~i, ,T~'"~'~,,,~'~/'-' '- mi -5 G ' 0 NSU~O~ ~ CO ~ R~ G~E I'NOTE: [X~WT~OU W~ UU~ED ~ ~ ITO ~.5 ~ U~UUU BELOW I X .~ ~- IOR~G~NAL G~DE. I ~ ' ' ~OR~O~ ~.- .= ~,; v:~... '..." ':%.'Y?:X?' C '. ,[: '...", 7, ~.,.'.::. ;..~' "7' . . ', . ~ 'i,~j:.;~?.'::'c 7~ ,. "~.:%.~ :.. ~. ~ '~~' ~ ~' ~ I~ OF DI~RIB~ON J 5' SEP~ON DIe. CE W~R TO J RE~ E~ATION J BEDROCK W~ G~D ON 7/5/2003J OF BOWOM OF I ~ D~ RO~ (SEE A~ACHED) J ~ST HO~ = 92.42 ~- DA~: 11/20/2005 . ~----~ CONSULTANTS, INC.~,~ 7:;~ ...... S~E: ~o,~ Tug0, ,o~. su,,~ ,o,- ~,C,o,.o~. aK ~*S0~' ,,0u~ (*07m7-6,~* F~ (*07mS-~* N.T.S. ~ ........ ?' /~' ........... :'"'~ LINDA SENN & CHRIS LITTLE (907) 550-1676 3 OF 3 ,~ .~.,.~,o.: nE ~/~, SW 1/4, Pm; S~CTION 6, T14U, a~W (LOT 13 TlUaE~ m9OE) ~z o~ WORK: PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM (ADVANTEX SYSTEM) ' ' '~ ip.o:Box ~9567 ' TELEPHONE688-27~ '" 670272, CHUGIAK, 0WhER OF Z/~ ' ': ~; :t :..BORE HOLE DATA . ' EAND: LEGAL DESC'RIPTION: ~ ~ ,' ~ PERMIT NUMBER: O~ b l~ )~. Date'0f IsS~e~ - T~IDENTiFICATION NUMBER:~- ~ t - ~ . Is well I~ated at approv~ permit lOcation? ~s Me~hod:.of pdlling: ~jgr ro.ta~ i~ cable'to01 Diameter. , inches, depth ieet Liner Type:~ ~) ~ ~ Casing Stigk~p Above Ground:' ~ ~'. : feet Method of~T~sting: ~ ~ ~ ' We'll Intake Opening Type: D open end ~~hole . ~ , :HScr~n~; Start feel ~top~ed · · ~ · feet :~ Perforations Start feet S~pped feet · Volume ', ~ ~ ~' ' De~th: ffo~: ~ . feet, to ' feet Well Disini~l~ Upon Complelio~? ~s D No ,, . Comments:' DEPTH From To ~ ' Driller's Name ' ATI', ENTIO, N: It is the responsibility of the pro, perty owner to submit a copy of the well log to the proper authority. Municipality of p, nchor,age: Department of Health & Human'Services and/or Department 0f.Environmental Conservation. M'atSu BoroughS: Departme,nt of Environmental Conservation.. , ' · ' , ' . ' ' . ': · ' : i ASBUILT m,.w~u ~ A,580CIA~S' I¢~ND SURW?flNG 6 9 4- 0 8 2 9 I HEREBY CERTIFY .THAT I HAvE SURVEYED THE ~: FOLLOWING DESCRIBED PROPERTY: ~ AND ~AT NO EN~HMENTS EXIST ~CE~ ~ VISION P~T. UND~NO CIRCUMSTANCES S~ F~ ~Y DATA H~EON BE US~ FOR C~S~U~ION ~-~ OF FENCE LINES, OR ~R E~LISHIN6 ~ND- DRAWN: ARY LINES. Z'N ~TSTOSS~OB seoanose~ uemnH e6[:80 60 OZ.mow MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM DATE: TO: FROM: SUB J: July 3, 2002 File Dan Roth, Civil Engineer, On-Site Water & Wastewater Program Vertical Separation Waiver of an Absorption field to Bedrock T14N R1W Section 6 NE % SW ¼ PTN After careful consideration of the request from the Engineer to allow a drainfield to ~5') feet from bedrock instead of the required 6 feet, an approval will be granted based the following: · Keven Kleweno, PE ofA. D.E.C. was consulted and Jim Cross, PE of the On-Site Program with the M.O.A. · Soils were determined to have an adequate silt content to give treatment to the pretreated effluent coming from the Advantex alternative wastewater treatment system · An Advantex AX-20 pod is going to be utilized in the design of this system which meets CategorY III effluent quality standards ALASKA WATER & WASTEWATER ~-~~~ COIMSULTAIMT$o INC. November 20, 2003 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Lot Line Waiver for NE ¼, SW ~A, PTN; Section 6, T14N, R1W (Lot 13, Timber Ridge). To whom it may concern: We request that your department issue a 7 foot lot line waiver from the west property line to the new drainfield. During the installations, it was believed that the separation distance to this lot line was over 10 feet. However, upon receiving an as-built survey from a registered land surveyor (see attached), it was found that one of the cleanouts was approximately 9 feet from the property line. We are unaware of any adverse impacts this waiver would have on adjacent wells or septic systen~. I~you have any questions, please contact us at 337-6179. Thank you for your assistance.#1/[ · o, M'S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: aknvwc.com Municipality of Anchorage Mark Begich, Mayor Building Safety DixSsion P.O. Box 196650 · 4700 Bragaw Strcct Anclaomg¢, Alaska 99519-6650 · (907) 343-8301 · Fmx (907) 3'43-8200 .h ttp://www.muni.org 2/4/2004 JeffGarness Alaska Water Wastewater Consultants, Ine 3701 E. Tudgr Rd, Suite 101 Anchorage, Alaska 99507 Subject: Waiver Request for Timber Ridge Lot 13 Waiver Request #WR04004 Parcel ID #050-321-53 Permit # SW030123' 'Dear Gamess: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further c0neerns Or questions regarding this waiver, please call our office at 343-7904. Sincerely, Civil Engineer On-Site Water & Wastewater Program Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewatcr Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www. ci.anchorage, ak.us (907) 343-7904 Waiver Review Worksheet WR#: 04004 PID#: 050-321-53 HA#: Permit/f: .SW030123 Date Received: 214/04 Legal Description: Timber Ridqe Lot 13 Engineer: Jeff Garness ~,laska Water Wastewater Consultants, Inc Applicant: Chris Little Waiver Requested: &' Lot Line Waiver Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: Waiver is Granted: Waiver is not Granted: List Conditions or Reasons for above: Name of Reviewer Rec_,fi: 33846 Amount: $150 Date Paid: 21412004 MUNICIPALITY OF ANCHORA GE 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 Date Issued: May 09, 2003 Expiration Date: May 08, 2004 Permit Number: SW030123 Legal Description.';r,~.~'.4. N R:~'~'~C'i 6 I~i'E4'sw4'PTN '- Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: MICHAEL QUINN CONSTRUCTION Owner Address: P.O. BOX 772641 Total Bedrooms: 4 EAGLE RIVER, AK 99577-2641 Parcel ID: 050-321-53 Site Address: Lot Size: 193842 SQ. FT. Permit Bedrooms: 4 This permit is for the construction of: r'~ Disposal Field [] Septic Tank [-~ Holding Tank [] Privy Private Well r~ Water Storage Ail 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 no!ify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24hours ). ( 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: ~~//~ ~J~'~/'~ Date: Issued By: Date: Municipality of Anchorage Development ServiceS'r Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage,~AK 99519-6650 www. muni.org/onsite (907) 343-7904. ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY' DWELLING Permit Number SW O,RO/0/ Property owner(s) Mailing address (1) Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size ] ~ '~ lf/7/~- Acres6 Day phone Zip Code 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 [] I certify that the above information is correct. I further certify that this application is being made for a Single Famil,y Dwelling and is in accordance with applicable Municipal Codes. · (S~ure of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number:. (Rev. 1~) Waiver Fees: Date of Payment: Receipt Number, Municipali of Anchorage i ii. America Ci~ Mayor 2002 April 15, 2003 Michael Quinn Construction PO Box 772641 Eagle River AK 99577-2641 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW020101 Legal Description~ T14N R1W Section 6 NE4 SW4 PTN Dear Michael Quinn Construction: An On-Site Water/Wastewater Permit, number SW020101, issued by this office for a single-family system, will expire on May 9, 2003. 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 $100.00 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: $400.00 for a wastewater Permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. On-Site Water and Wastewater Program Eno: Copy ofpermit P.O. Box 196650 · Anchorage, Alaska 99519-6650 ·Tclcphonc: (907) 343-8301 · Fmx: (907) 3/t3-8200 4700 Soufl~ Bragaw Street · Anchorage, Alaska 99507 http://www.ci.anchoragc.ak.us MUNICIPALITY OF ANCHORA GE Deve/oprnent 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 I WATER SUPPLY PERMIT Initial Date Issued: May 09, 2002 Expiration Date: May 09, 2003 Permit Number; SW020101 Legal Description: T14N R1W SEC 6 NE4SW4 PTN Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: MICHAEL QUINN CONSTRUCTION Owner Address: P.O, BOX 772641 EAGLE RIVER, AK 99577-2641 Parcel ID: 050-321-53 Site Address: Lot Size: 193842 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: r~ Disposal Field I-~ Septic Tank D Holding Tank r-] 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. Date:. MUNICIPALITY OF ANCHORAGE Building Safety Division MEMORANDUM DATE: July 3, 2002 TO: File FROM: Dan Roth, Civil Engineer, On-Site Water & Wastewater Program SUBJ: Vertical Separation Waiver of an Absorption field to Bedrock T14N R1W Section 6 NE ¼ SW ¼ PTN After careful consideration of the request from the Engineer to allow a drainfield to be 5 feet from bedrock instead of the required 6 feet, an approval will be granted based on the following: · Keven Kleweno, PE of A.D.E.C. was consulted and Jim Cross, PE of the On-Site Program with the M.O.A. · Soils were determined to have an adequate silt content to give treatment to the pretreated effluent coming from the Advantex alternative wastewater treatment system · An Advantex AX-20 pod is going to be utilized in the design of this system which meets Category III effluent quality standards ALASIC WATER & WASTEWATER June 6, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragraw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 JUN 0 6 200Z m,," Reft Proposed Septic System Separation Distance to Bedrock for NE ¼, SW ¼, PTN, T~N, R1W, Section 6 (Lot 13; Timber Ridge S/D) To whom it may concern: A well and septic permit was issued on this property on May 9, 2002 (permit #SW020101). We originally requested that the required 6 feet separation distance to bedrock from the bottom of the drainfield be waived to 4 feet given the use of the Advantex System. It is our understanding that the Separation distance to bedrock has been questioned and that your department will only issue the 4 feet separation distance to bedrock on a case by case basis. The following is justification for the requested waiver: It is our understanding that the Advantex system meets and has received a class III approval. The only other system that has met this requirement is a Lined Intermittent Sand Filter (ISF) system with a drainfield. Drainfields that use Lined ISF systems have been approved by your department to be installed 4 feet from bedrock. Both the Lined ISF and Advantex systems have had sampling performed on the effluent being disch'arged to the drainfeids. The sampling performed on each system included testing for nitrates. The nitrate levels from the effluent from the Advantex system were found to be lov~er than the effluent from the Lined ISF. Given that nitrate levels is the main concern regarding separation to bedrock, it is our opinion that the Advantex system meets the same requirement as the Lined ISF. Therefore, we request that the 6 feet separation from the bottom oft~e proposed drainfield to bedrock be waived to 4 feet. ! Jeff,_ ~/~/~a~ P.E., M.S. Pr~id~t~/ 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 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 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. '~'~ -.'~ I ~',,_t~J'-.~, " Property owner(s) MICHAEL QUINN CONSTR'UCTION ; Mailing address (1) P.O, BOX 772641 * EAGLE RIVER, AK Permit Number ..~' Day phone 694-4955 Mailing address (2) Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size ,~- ~'~ ~'~ Acres~_--~ Zip Code 99577 Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only [--I Well Only Sewer and Well ~1 Water Storage Sewer Upgrade E] THIS PROPERTY CONTAINS: Hot Tub D Jacuzzi [~ Swimming Pool D water softening unit [-'] Therapy Pool D 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. ALASKA WATER &: WASTEWATER CONSULTANTS~ INC. Permit Fees: ~:/'----~' o0 .~~ Waiver Fees; Date of Payment: --'-'-'~-- ~'-- ~ ~ Date of Payment: Receipt Number: 4:2/C~ ,._~ Receipt Number: ALASI A WATER WASTEWATER March 26, 2002 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 Reft Proposed Well and Septic System for Lots 13; Timber Ridge Subdivision ADVANTEXTM TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 4 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 Advantex treatment system and a 5-wide trench type drainfield. The proposed 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. DRAINFIELD 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. A percolation test was performed in each test hole between the depths of 1.5 to 2.0 feet and found the percolation rate to be 3.3 and 10 minute/inch. Given the performance of he Advantex system, we anticipate that they will receive class III approval. Regardless, we are going to conservatively assume an application rate of 3.0 GPD/FT2. Given the level of treatment provided, we are requesting a 4 feet separation distance to bedrock. 4. TRENCH DESIGN: a. Percolation Rate: 3.3 & 10 minutes/inch b. Allowable Application Rate: 3.0 gallons/day/ft2 c. Number ofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 200 ft2 f. Total Depth: 1.5 feet (max.) 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 g. M.O.A. Approved Sand Filter Depth: 2+ to 3+ feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 40 feet long k. Effective absorption area: 200 ft2 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 WATER: There is no surface water within 100 feet of the proposed septic system upgrade. 7. TOPOGRAPHY: As can be seen on the attached design, the average topography where the proposed drainfield is to be installed is a 254- percent slope running from approximately north to south. A plyxvood/visqueen barrier is to be installed around the perimeter of the trench to insure that the effluent will be below the organic layer. Once below the organic layer, the highly treated effluent should move downward rather rapidly with minimal lateral migration. Therefore, we are proposing to fill below the trench so as to create a slope of less than a 25 percent for a distance of 35 feet downhill from the trench. 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. Prefidd~t I amess, P.E., M.S. NOTE: Attached is a site plan drawbtg, a design drawing, att Advantex detail, a trench detail, two soil logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 CHUGACH STATE PARK ~.sPROPOSED SEFTIC EE DESIGN, PAGE 2 OF 4) '~\ I I ~ /// \\\ I I /\ / PRo.osED ', PROPOSED ~\ I ~EU. --~ ~ ?:'~¢.~..::.'.:...:.~ = :... ,,., I "% '.,~-z:". Z ":, ' LALTERNATE sn'E ~~-~"'~'~" I I I I LOT 12, BLOCK 2; I · TIMBER RIDGE S/D 1 I\ ~, \/ L,.~ ........... ! / / / \ \ / ~' !..100' WELL I~,DIU$., I I~ ~ I - I I ~ I I ~--~ % \ / LOT 1,. BLOCK 2; ~\ ,/ HILLS ~ .-" "' '"' --. ~ I ~ROLUNG VIEW EST. / \ ~T 2, BLOCK 2; LOT 4, BLOCK 2; \ LOT 3, BLOCK 2: __100' WELL RADIUS -' I t I \ \ ..~----// JAMIE DRIVE ,.~,-, .~ ~,.. 4/25/2002 . , ~,'f¢~..'~~ · r . .,---_ - . .... ~q01 DEBARR ROAD, SUITE 2B · ANCHORAGE. AK qqS0& ' PHONE (g07)~7-817~ · FAX (q0?)55842'&6 1 MICHAEL QUINN 6g4-4g55 LEGAL DESCRIPTION: LOT 13; TIMBER RIDGE SUBDIVISION TYPE OF WORK: ,,~',~, ~p o, ,.-_~- ~ ~¢.~,_ ro SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM ";~ ....... ~" NOTE: THE CONTRACTOR SHALL HAVE THE WEST ~ .---""- PROPERTY UNE FLAGGED BY A REGISTERED LAND j ~" t suRv~oR P,,o, ,o ^~ CONSTRUOT~O,. /// ~ ~ ? I!11 'i&:~'~ J r---PROPOSED 4 BEDROOM FIBERGLASS / _~/ ADVANTEX TREATMENT SYSTEM ~ (sEE D~ ,^GE ~ O~ ,,). / P.O~OSE~ \ I ~"~ '~ \ ~ , ,.., · ..... , .... ~..,_..~ C ~ a, ,a · ~ ; .' .... . ...... ; ~ FOUNDATION PROPOSED . . .. .....~ .. ~ c~°~--X ~ BEDROOU .' ,'"". '':. ;'. ':" '. ~: : :'~" :.. :'. ~ \ HOUSE .-.. :..-:.;. '.' '-.': ; -. , ...... ;.;,~', ;'. . : ..., ...' , , · .... ... ~ ,,, \ ....... ..., ... ~ :':.;:.~ ~5'(+/-)---II i~ I -L '- \' ~ co__co G \ V-" · ..... ~'~--"'~ -- u~ '- -_ B EWER E URS ;~ : . , . . · . _ .. _ · (SEE DErNL DRAWING, PAGE 4 OF 4) · ,a ,; · ' ' , ,' · ,'~. ° · ~' , °. · ' 'd, ,,~ '. ,. ;. , ~ , ~ ~'-' ~ . .' ..., ... ,-~., ,~.,~ ,~ 'o..~;,, .~' .. ,.,~, .,. ~, ' . · . o, ~ · ~.~ ,~, "~.,~ , ,,,/, · · ,. · ,. ; · , , a · ....... ? '~ · '~, ' '. ~°" ' · DATF_~ '" 4/25/2002 ............... J,L,M, ... ALASIC&_ ~VATER & WASTEWATER ,~: #~7--' 4c~ ....... ¢ONSU~X^m$.~ec.~ ......... ~" = 40' ~"~': ..... 'I .... '/ ........ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .~CHAr'L QU~NN ~94-4955 2 OF' 4 DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM (ADVANTEX) AdvanTex" Treatment System · ~--',"- . NOTE: dim CROSS, NOTE.: THE BOARD INSULATION TO BE Ce' ."o~ P.F... HAS THE INSTALLED OVER THE SEPTIC TANK '& 4" ~,~--~o N)VANTEX MANUAL BEYOND ON ALL SIDES EXCEPT UNDER AX20 - Mode l a ~.o..~.! ,: ~E ~v~,,~-x nL~,. ~,s wu_ ^u.ow O~encoSystemsI FOR HEAT TO ESCAPE FROM TANK 40x94?od '-- ,,s~- -~o -~ .,-~. ^,o,~ n'. INLET= J~ I 30 INCH 6" dim CAP-~ ~ADVAI~'E3( INSULATED FINAL CRAD£'~ (TYP,2)X / AX20 POD RISER-7 · SEWER ....... -7~ ~~JJ._,LJ.J --J.'~. -4--[~E;tl)~ .-4 / BIOIUBE ~ ) ,; ~ ! ~' '.' SCREENED J ',1, I': ! ': OVeR THIS CONNECllON / I ~~l"~,~l'l Il IN m~r'~ll, I , ~ORENCO TO PROVID£ ,, , t ,I , - ~ ,/ ~~~K~'~ ~' I ~ J~IU i ~ EFFLUENT 4/2~/2oo2 ~ OF '~ ~- ALASIr~x WATER & ~VASTEWATER ~'~ ~.~.."!': ' CONSULTANTS, INC.~ ..... LOT 1.3; TIMBER RIDGE SUBDIVISION ~- o~ ,~o.,<: DETAIL DRAWING OF FIBERGLASS S.T.E.P. TANK AND ADVANTEX SYSTEM · ~FROM ADVANTEX SYSTEM , ~INSTALL PLYWOOD AND / V1SOUEEN BARRIER AROUND / PARAMETER OF TRENCH 7 / MONffORING 'rUB ,, 40 FEET LONG CLEANOUT---~ NAL CRADE . MONITORING llJBE--~ ~ FILTER FABRIC ORIOINAL GRADE% · INSTALL PLYWOOD &: \ \ ~ V1SQUEEN BARRIER AROUND \ ~ ~ /' .~-----.----- ~ INSTALL BRACING AND / ~ \ \ ~ 2+ FEET STAKING AS NEEDED~ x ~/~ ~ \ \ OF COVER / ~ ~' \ \ i i;~ r- o.s FEE~ or EFFECnV~ \ 50 F~:ET DOWNHILL FROM '~ /2/ ;:¢;'22;:; ?'[.'::~i;.,::.:'~":,';'".':':. ';: '-~- ' THE 'mENC, MUST BE ~/// :.;;,,.::%:?:;;~.7:;.,...:.,:;..,:....,,.~: ~.~.:-r_ =+ F~ET OF 0 · * · ~,a~..-": .' .' ,' ~.'~ , GRADED AND FILLED T J J .',','.,:er ,.'. :, ... a..'.':'. : I e^~.,n m~'r,:= LESS THAN A 25//~~-.:,'~.:',:..::,,..:'-.'.'"',;:;..;"%; ';r.' )"" ~! ......... 3+ FE;'T OF .. .... ','. ................. /./' SAND "ILTER ', '~,..5! ....... .'~- ...... ,.: .... .. .~__ ~?.:%,..:::.,..-.:...:::.. .... -~.~ FE~ DEEP ORIGNN- OR~E ~'~'"'~ ' 1.5 FEEt DEEp MAX.'a II'NOTE: THE BOTrOM OF THE'i · / ]: 5 FEET WIDE · I SEWER ROCK WILL BE 4+ I --/ ,~ ~ I FEET ABOVE BEDROCK. I '"'' '"' 4/25/2002 ~':~ OF · AI.ASIC& ~VATER & WASTE~VATER ,c~ ,II! ........ 6901 DEBARR ROAD. SUITE 2B ' ANCHORAGE. AK OO50~, ' PHONE (q07)337-6179 ' FAX (q07)538-3Z&6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .................. MICHAEL QUINN (907) 694-4955 4 OF 4 LEOAL DI~CRIPIION: LOT ~,; ~M~E~ m~or su~m¥~s~ou ~;,%~".2~ ~ ..."~-~ TYPE OF WORK: '~,~_.ro fess~o?_~'~~=~ DETAIL DRAWING OF TRENCH DESIGN -.,,~-- COIXSULTANTS, INC., ...i~_ , : 28 * ANCHORAGE, A~. 995C¢ · PHONF.: (907)557-6179 * F : (907)338-324 WEBSITE: aka, ISOIL LOG - PERCOLATION TESTI ON: TIMBER RIDGE SUBDMSION; LOT 13 : MIC~/-IAEL QUI.._~NN DATE: 2/27/2002 10'-12' OF ORC. ANICS ....... CONSULTANTS, INC.-"-''-~ 6901 DEBARR ROAD. SUITE 28 * ANCHORAGE, A~. 99504 · PHONF..: (907)557-6179 · FAX: (907)558-;~246 · WEBSITF.: ~k~w¢.com LEGAL DESCRIPTION: PERFORMED FOR: ITEST HOLE #1I GM/SM LOAM AND MIXED w/ I.N~GE 1:3~a~URED ROCK BEDROCK SOIL CLASSIFICATIONS GW ~ ORG ........ GP P1L GM CL GC OL SW HH SP CH SM OH SC CHUGACH STATE PARK ~PROPOSED SYSTEM ~TER~TE S~ .,.~; ~' :' ' DEPTH TO GROUNDWATER DATE DRY 2/27/2002 DRY 3/6/2002 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2/28/2002 1 1:58 - 6- - 2 2:08 10 2 3/4" 5 1/4" 3 2:08 - 6 - _ 4 2:18 10 3" 5 2:18 - 6- - 6 2:28 10 3" 7 2:28 - 6 - _ 8 2:38 10 3" 3" 9 2:38 - 6- _ 10 2:48 10 3" 5" 11 2:48 - 6- _ 12 2:58 10 PERCOLATION RATE 3.3 (PIlN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 1.5 FT. AND 2.0 FT. A FOUR HOUR PRESOAK WAS PERFORHED: I YES SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORHED BY: COMMENTS:. THIS SffE WILL REQUIRE THE USE OF A INNOVATNE3YPE SEPTIC SYSTEM. DNO CALEB GALL PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS/WAS/PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: .4-/~/~2. ' ALASI~ WATER. cO.SO[T^.Vs. '& WASTEWATER,.c.= ~.~:~.'" 4'~. at~ "-g~{ 6601 DF..BARR ROAD, SUITE 28 * .,kNCHORAGF.., ~ 99504 * PHONE: (907)337-6179 * FAX: (907)338-3246 * WEBSFTF.: okwwe.co,,, ISOIL LOG - PERCOLATION TESTI ~ t ./.~I~../.~; ...... LEGAL DESCRIPTION: lIMBER RIDGE SUBDMSlON; LOT 13 vO~ H. i C~-t7~53 ..".~_~ PERFORUED FOR: MICHAEL OUINN DATE: 2/27/2002 (~h?~/,"', '. -"~ .~t_~ ..., ....... ~.~ I~EPT~I ~ f~) ==-: .--8- oF o.~.,c~ ITEST HOLE #21 GM/SM $O~L CLASSIFICATIONS CHUGACH STATE PARK LARGE FI~CTURED ROCK .... GP ML ~PROPOSED /./~'"' ........ GM t sEFmc x CL // BEDROCK (SC OL / / PROPOSED SW MH ~ SM OH I'~ ,, :.../:.;~?.~?~ sc ~ DEPTH TO GROUNDWATER I ~.'.~~~:T~--~I I \' .....7.~ .... · D~Y 2/27/2002 ~ I "-._ DRY 3/~/2002 4 BEDROOM N IHOUSE 10 11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 2/28/2002 1 1:57 - 6- - 2 2:27 30 3" 13 3 2:27 - 6- - 4 2:57 .30 5" 14 5 2:57 - 6 - _ 6 3:27 30 5" 15 16 17 PERCOLATION RATE 10 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 1o5 FT. AND 2.0 FT. 2 A FOUR HOUR PRESOAK WAS PERFORHED: [] YES [] NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COHMENTS: PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS. ~AS/PERFORIVlED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~ DEPTH TO DATE GROUNDWATER DRY 2/27/2002 DRY 3/6/2002 A IT IS THE RESPONSIBILITY OF THE 09~'ER OR BUILDER PRIOR TO CONSTRUCTION TO VERIFY PROPOSED BUILDING GRADE I~.ATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS. AND TO DETERMI%IE THE EXISTENCE OF ANY EASEMENTS, COVENAntS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDFJD SUBDMSION PLAT. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND · REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF'ANCHORAGE " THIs MEMORANDUM OF I.RqDERSTA~ING mhde and~ntered into'as of thls . day of filB F "OWNER," "~'iid 'the 20 03, by and be~een /--IW~0~ 5'~'~y ' , herein the Municipality"of' Anchorage, h6rein':'.'.the '"MUNIciPALITY."-..-In 6onsidei'ation of the mutual cov~nah~ contained herein, the'paflies':t~ thi~:M~m0mnduTM of Understanding a~ee as follows: 1. ADVANCED WASTEWATER TREATMENT SYSTEMS.' 'l¢luni'gipality grants · ' ...... Waste~v~iter~ Tr6atment ~sYstem permi§sioh tO ox, cftc; to' fifiliz'e-(and (AWWTS), described as/~l~rgg'3Jf'2t~ ·located at 'TI4 Rtw yvtf-ta,,'.t, , Anchorage, Alaska2' 2. D;finiti0/ s. 'A'.'' Alteration. Any 'change lb 'the aesi~ or funCtion Of'~'AWWTS thht -'.. .... ...: , : · ...~'. .'.':~. ', ''~ '~ '~ .... ."-' ,' ~ '!:':,"7 :: ..'~,. ~...~.. i'-~, .'.':: , ...... · · ':"' "inclti'd~ 'the [nstali~tion-or removal of any ·pans, .compgnents'.0r' p!e?es .,~.-, '-' ....: ;-:'jr"~ ',: .... . .~ , ..!';-.'.. · .,,~:; -..'-. · -.. · , . "not included m the original constmcuon permit and design. Pn0r to · '" ' ..... :'ih~' "m~/i~i-"iCiii~'t~ obtain a" · performing':any a~tei'ation~ io an ~~ ' '' '""' ' .,. : -Wastewafer Disp(~sal System Construction tJermit froih' thd'Mtihf¢ip'ali{y' - ..- pumuant to Anchorage Municipal Code (hereinafter, "AMC")'1 ~]'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 Page 1 of 5 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 anew certificate of on site approval is issued to the new owner or transferee of the property. 5. Alterations, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the'responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s),~ (4) replacement costs, and (5) inspection costs. Further, owner agrees to comply 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 terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the reneWal of th~ permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: Page 3 of 5 For the' purposes of any amendment modification or change to the terms and Be conditions of this contract, the only authorized representatives of the parties are: Owner: L I~Oi¢ yEtVIV 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. S everability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the MUNICIPALITY: Title: r't I,ff g:a,,6ta,,££R Date: ~ Memorandum of Understanding. OWNER: STATE OF ALASKA ) ) SSo THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this ~ day of /T]~ ,200~, by ~.' ~- ~-..,~t[tttttrrt.the ,.~t,~n~, w of oromow'l-~a ,onbe~alfof .... ..'~., ..' .--',~ ,- , ~ ~,~-' A'~;"_ -'-. = , · --,, ,, = . ~.. ,,. ~ lqOgA['~ PUBLIC FOR ALASKA Page 5 of 5 Sent By.' Alaska Watee and Wastewatee Con; 907 338 3246; Uay-l-02 10:36; Page 2/3 Municipality of Anchorage Development Services Department Building Safety Divi:iion On-Site Water and Wa~lcwater Program 4700 Bragaw Street P.O. Box 196650 ~amehoragc. AK 99519-6650 www. ri.aritho ragc.'ak.u s (907) 343-7904 PROPERTY OWNER AGREEMENT FOR TIlE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAl. SYSTEM This agreement, dated 5/gl/C. TD , is made between lhe Municipality of Anchorage Development Services Department (DSD) and the property owner(s) of: This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the fallowing: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is fun¢lioning as designed. (Signature) (Signature) (Printed Name) (Printed Name) (Notary Seal Here) /_"LO ACKNOWLEDGMENT State of t'~,~,_ ~ County of ,~'x~ penonally ap~a~ befo~ m~ ~'ho h penonally known to ~ whose Identi~ I verified on the basis of .......... ~wbose Identi~ ! verlfi~ on Ihe oat~a~maflon of . a credlble ~itn~ lo be the signer of the bregolng d~enL and MND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 September 9, 1997 Mr. James Cross, P.E. Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Permit SW960281- Center 113 of a Portion of NE 1/4, SW 1/4, Section 6, T14N, R1W, SM - PID # 050-321-54- Time Extension We are requesting a time extension for the above referenced permit. The permit was issued Sept 5, 1996, and work commenced on the septic installation that same week. Shortly after the septic field was installed construction halted for the winter. Due to the location of this property the owner was unable to resume work on the site until June of this year. Several attempts were made to find water, with a well being drilled and hydro- fractured to produce water. Though both the well and septic are in place, due to difficulties with getting power to the property and construction of the house, the final inspection has not been completed and the well and septic have not be tested. Based on conversations with the owner we do not anticipate the system being put into service this year. If you have any questions about this application, please contact me at 696-6111/FAX 696- 8111. Respectfully submitted, ~Ii~ Engineering Kenneth M. Duffus~.E. cc Robert McGimsey MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960281 DESIGN ENGINEER:KND ENGINEERING OWNER NAME:MCGIMSEY ROBERT & DEBRA H OWNER ADDRESS:17609 TOAKOANO WAY EAGLE RIVER, AK 99577 PAGE 1 OF 2 DATE ISSUED: 9/05/96 EXPIRATION DATE: 9/05/97 PARCEL ID:05032154 LEGAL DESCRIPTION: T14N R1W SEC 6 NE4SW4 PTN LOT SIZE: 193842 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: . PERMIT IS ISSUED FOR AN INNOVATIVE WASTEWATER THIS ¥STEM AND THE ATTACHED pROpERTy OWNER/MAiNTENANcE AGREEMENT SHALL BECOME A PART OF THIS PERMIT. ~, THIS INNOVATIVE SYSTEM MUST BE INSTALLED IN STRICT COMPLIANCE WITH ORENCO AND ANCHORAGE TANK 'SPECIFICATIONS MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ISSUED BY:.~~~ PAGE 2 OF 2 DATE 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 August 24, 1996 Municipality of Anchorage Dept. of Health & Human Services On-Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Center 1/3 of a Portion of NE 1/4, SW 1/4, Section 6, T14N, R1W, SM On May 18, 1996, two testholes were excavated on the above lot. The results are attached. After careful consideration of the development of this lot and after meeting with Dan, Roth of your staff on site we are proposing to~installa/ce-circulating:trickling filter septid, i lank in conjunction with an upflow filter.'. Wb feel 1hat this is necessitated due to the shallow bedfock in the area as well as the 'potential for contamination within the bedrock layers at lower elevations. In conjunction with this system we are also installing both the primary and reserve discharge fields. We have designed these fields as single shallow trenches to serve the proposed 4 bedroom dwelling. A diverter valve will be installed between the two fields. This lot is served by individual well. There are no sewer systems that will encroach into the proposed well site and there are no public or private wells within 200' of the proposed septic site. There are also no known curtain drains within 50' or any surface water within 100'. The installation will have no adverse effect on neighboring lots. The lot has slopes in excess of 25% from the northern center of the lot and extending west and south. There are several flatter areas which are being proposed for use of the installation of the septic system. There is no standing water or drainage problems in the area. We have designed the system utilizing the top soils strata. Computations for soil absorption was based on the rate of 10 and 20 minutes an inch. Based on the above we are requesting that a permit be issued for the sewer system and well. If you have any questions about this application, please contact me at 696-6111/FAX 696- 8111. Respectfully submitted, ~[?DD Engineering Kenneth M. Duffu~.E. attachments: On-Site Well and Sewer Application v o Wastewater Absorption System Details/Site Plan w/attac~_~r~ents Soils Logs (2) ~ n, WASTBWATER DTSPI]SAL SYSTEM DETAILS/SITE PLAN CENTER ]./3 ElF PE]RTIBN ElF NWl/4, SWl/4 SEC, 6, T14N, RiM, ACANT VACANT DESIGN DETAILS 4 BDRM X 150 GPO = 600 GPO 600 GPO/4 GPD PER SO. FT. = 150 SQ, FT 150/5' X ,78 R,F, (1.0' GRAVEL) - R3,4 FT. TRENCH TotoA depth oF system is 3.0' Fpom origlna~ grade. N[]TES: I. INSTALL ORENCI3 RECIRCULATING LIFT STATION w/'rRICKL[NG FILTER & UPFLO~ FILTER SEE ATTACHED SHEETS FOR SYSTEM DE]AILS. 2. USE 4' INSULATION BN TANK. EXTEND P-' OVER ALL EDGES. 3. INSULATE ALL LINES AND SYSTEM CI]NPONENTS WITH 4' ltd BURIAL FOAM. 4. CONTRACTOR WILL ENSURE MAXIMUM 2Y.. SLOPE INTI] SEP]]C TANK. 5, ADDITIONAL FILL WILL BE ADDED OVER SYSTEM III ACHIEVE MIN. 3' COVER. 6. CONSTRUCT PRIMARY & RESERVE FIELDS & INSTALL DIMERTER VALVE. 7. AFTER CONSTRUCTION BFTHE UPFLBW FILTER BOX, LINING & IN/gUT FLB~ PIPING, SPRAY ~//URETHANE INSULATION TO ACNE[VE A MINIMUM IIIIUKNESS OF ~' ALONG ALL OUTSIDE PORTIONS OF BL]X. PREPARED FOR: RDBERT McG[MSEY 17609 TOAKDANO EAGLE RIVER, AK 99577 I<ND ENGINEERING B0441 PTARMIGAN BI.VD EAGLE RIVER, Al<, 99577 (907)696 6111/Fax (907)696 8111 'ii]R^ lNG II DALE: 8/~P~/96 ~ ~; i-: ~oo' i_ ?T_!!!!:ff! _ WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN CENTER 1/3 DF PBRTIBN BF NWl/4, SWl/4 SEC, 6, TIdN, RlW, 6'-- 2'. dia-fllotted collection pipe Top View 8' ~ia. insFtion / defining met * $loRed pii>cs arc surrounded by l" dia. round rock' Side View Dia. % Passing 318" ~t 92 #16 1.4 #30 0.3 (Example AS&G Block Pea) IJpflow Filter w/Gravity Discharge ROBERT McGIMSEY 17609 TOAKOANO WAY EAGLE RIVER, AK 99577 KND ENGINEERING 80441 PTARNIGAN BLVD EAGLE RIVER, Al<, 99577 (907)696 Gill/Fax (907)696-8111 TANK HEAD 30" BD MANHOLE BAFFLE 24" BD MANHOLE TANK HEAD RECIRCULATING LIFT STATION SEPTIC TANK WITH TRICKLING FILTER (GRAVITY DISCHARGE) STANDARD ASSEMBLY NCHORAGE TANK & WELDING, INC. rtl · l , *d ,.~' r~h: ",~ ~', ;~ RECIRCULATING LIFT ~:i,:,i:~ i'~ ';' ~STATION SEPTIC TANK ~:I ,,, '~ ~, ~'.: ~ WITH TRICKLING FILTER "":~ :!1;:i ~,i ~ (GRAVITY DISCHARGE) i,'i: ~,! ~", !'" STANDARD ASSEMBLY ANCHORAGE TANK & WELDING, INC, PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5- 6- 7- 8- 9- 10- 11 12 13 14 15 16 17 18 19 20~ COMMENTS r Municipality of Anchorage ~ .**'d~.O TH ~ ~ DEPARTMENT OF HEALTH & HUMAN SERVICES ~~'"=* ""%*~ ..... "'-' ~'~;~''''''''' ~ J 825 "L" Street. Anchorage. A.aska 99502-0650 .~.~,....-- / SOILS LOG -- PERCOLATION TEST ~', c~ ~1~ ,~ ~ ~/~ //~/~,.~,~ Township, Range, Section: ~. WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT Depth lO Water After MonDorin§? ~ Date: Reading Date Gross Net Depth to Net Time Time Water Drop / . /2, :90 7~6 ~ ~/ k, ~ ~-/z ~ 7: //~ '- 7 /.'~ ~ /ff PERCOLATION RATE d~ tmmuteslmch) PERC HOLE DIAMETER ~/~ // __ FT^ND ~''~ FT ~/ MUN~A~AL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~//~ ~//T/~/~ ACCORDANCE WITH ALL STATE AND 72-008 (Re~. 4/~5) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DES0R,PT'ON 5 6 7 8 9 10 11 12- 13- 14- 15- 16- 17- 18- 19- 20- COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Monitoring? ' I ~:" ~ ",:'~'~. I ~_~ Kenneth I~a~'. CE7116 ~ / ' Q ;'~2~'. DATE PERFORMED: Township, Range, Section: SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop ~ ~//~/4~ //.'¥? -- 7- - / ! //: si ~ ,~;~ ?',/¢ '/¢ z ~ //' ~-¢ %,~/,'~ 7?5 W d iz:ll 5' B 7 /z ,. z7 ~ 7 Y~ "/¢ PERCOLATION RATE __ TEST RUN BETWEEN ~D (m~nuteshnch) PERC HOLE DIAMETER 2,5' FTAND Y'~ FT PERFORMED BY: ,~/t//~ ~¢/~2¢~'~':¢/ i //~ ~-~?~¢~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE 72 008 (Rev. 4/85} CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated ff~4~ ~ff 1996_, is made between the Municipality of Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of: This agwement is made for the purpose of maintaining an on-site wastewater disposal system on the subjeat p~-ope~ty. The property owners agree to the following: Allow the Municipality of Anchorage the perpetual fight of enlxy to tt~e property during normal working hours, to ',allow for cf fluent sampling or evaluating the general state of repair or funetinn of thc system, Submit to the Municipality of Anchorage. on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and ail' pumps, timers, and alarms, and that an), deficiencies have been r~ai.red and that thc system is functioning as designed. (Signature) (Signature) (l~inted Name) (Printed Name) Mayur Mtmtcipality of Anchorage Oepartmsnt of Health and Human Services 625 %" Slfeet p,O, Box 196850 Ancl~orage, Naska 9951g-$650 [~car I IonlcOWl~ur/l~lo'~l)ccjivc Buyer: Thc oll~s[te %~.astcwatcr disposal yot~ am mtcr~tc~ tn ~IIICII~SlI~ I~ fill "alic~[~vc wa~tcwalcr disposal wi[bm thc Mm~icipalhy or Aachor~e uudcr th~ ARcrnativc Sy~[~m s~{lun ortho W~tewator Dispo~at Eegulalions (AMC 1~.65). ~m,'c aCe ccdain ris~s invoiv~ wi~ th~ o~crsh{p ofonc of th~sc systems; I, ~)is s)'stcm I1~ beefl shm~ to bc eff~tivo in o~r ar~ls. ~¢ sys~m tWO )'car tcstitts period i{~ ~ctioragc undcr fltc sui~n~ of th~ Dcp~bttCll[ o~ ! Icalth ~sld Human Se~i~s (BI ff iS) and thc S~m of Al~ska Og~a,~c~tt of Environmol~tal Coitscrvatio. (ADEC) to have b~t ve~ encouraging, Co~i~ oFinitial test results arc available ~Olll thc DHHS, 2, ~o Bioc)'cl~ systom h~ uot b~n t~l~ and a~j~rov~ by ~c National Sm~i(ation Foundatlol~ (NSF). Currently, Anchoz~c Municipal ~c ~or Wasto~tcr Disposal ~gulntions requires proprietary equipment [o haw NSF approval, This approval or d~ang~ Io thc W~slcwat~r Disposal Regulations ~rough Municipal Asso~bly action will bo bcit~g approv~ ~ a staudard system, 3. If riffs systc.~ C~ils Lo mect th~ ~k~tflrollcnlS Se~ fOr it to hecomu a sl~dnrd, ~dc approved ~s[~walcr dixpo~al sy~om, i1 ma}~ h~vc lo bc remov~ and repla~d by possible) ofl~cr ~stcwatcr disposnl syslcIll lhat m~ls Monicipalily of An~oragc r~tlircmcllts, l'hG cmt or m~y coavcrslons required 1o m~t ~ ~'cquiremea~s ~il be thc rcsponsibili[y ortho hmn~x~cr at tlc Omo of ¢oltv~,rsloJ~. ! (we) certify thai I (wu) have [ead the above: slatemcnB ,'tad cm.(are) aware of the risks our. lined. (Purchaser N~, c), / (l'urch:cscr Name) - (Pur¢Is,lscr $ig~mfurc) ~ ...... chasor $iguaturc) (Pul'