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HomeMy WebLinkAboutGLACIER VIEW HEIGHTS #4 BLK 4 LT 1Glacier View Heights Block 4 Lot 1 050-501-33 Not eligible for Certificate of Health Authority Approval because Inspection report has not been approved 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.muni.orglonsite (907) 343-7904 ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET To: harness Engineering GrouQ Legal description: Glacier View Heights Subdivision 7t4, Block 4. Lot 1 The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. _ ❑ Topographic Information missing or inadequate. ❑ Incomplete; missing _ ❑ Incomplete; missing ❑ Additional adequacy test information needed. ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils Information submitted. _ ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient rill over tank or field._ ® Other. Property owner needs to sign MOA maintenance agreement. Name of reviewer: Julie Makela Date: 2/10/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage : G ,e ` P.O. Bos 196G50 a Anchorage, Alaskn 99519.6650 • Telephone (907) 343$301 • rm 0)7) 3%&8.."00 4700 Brapir Street • Anchorage, Alaska M507 s • e .. Mayor Mark 13cgich x�v mrml.org Building Snfcty Division February 10, 2005 Paul Chervan 23000 Eagle Glacier Loop Eagle River, Alaska 99577 SUBJECT: ADVANCED WASTEWATER TREATAIENT SYSTEM LEGAL DESCRIPTION: GLACIER VIEW HEIGHTS #4, BLOCK 4, LOT 1 PARCEL ID: 050-501-33 Dear Mr. Chervan, Our records indicate that you own an Intermittent Dosing Sand Filter Advanced Wastewater Treatment System (AWWTS). An AWWTS is a wastewater disposal system that uses advanced technology to provide a higher quality effluent than a conventional septic system. In accordance with Anchorage Municipal Code (AMC) 15.65.360, owners of AWWTS are required to sign an AWWTS Maintenance and Repair Agreement with the Municipality of Anchorage. A copy of the agreement is attached for your review. Please sign the maintenance agreement and have notarized. For your convenience, free notary service is available at our office located at 4700 Bragaw Street. Please return the signed and notarized agreement to our office within 30 days of receipt of this letter. If you have any questions, please call meat 343-79M. Sincerely, a Julie Makela, P.E. Civil Engineer II On -Site Water and Wastewater Program Enc: AWWTS Maintenance and Repair Agreement Continunity, Security, Prosperity Postal M1CERTIFIED MAIL,. RECEIPT A S . C. a lint OFFICIAL USE M1 Pwepe s O O Cenaled Fas G (Eroo a N.puY Vosbnnk H" N 6-r�0ereermra RigrpW) M1 C3 Paul Chervan -;"' 1` 23000 Eagle Glacier Loop a'. Eagle River, AK 99577 �,. ■ Complete @ems 1, 2, and 3. Also complete Item 4 H Restricted Delivery Is desired. ■ Print your name and address, on the reverse so that we can return the card to you. ■ Attach this card to the back o1 the mailplece, r or on the front if space permits. 1. Article Addressed to: Paul Chervan 23000 Eagle Glacier Loop; J Eagle River, AK 99577, 4. Restricted DeNver%IjEx�a Fee) 7004 0750 0000 7036 1417 2. Article Number (rvansfer from service labs+_ PS Form 3811, February 2004 X,. /J ❑� �` C ❑Addressee B. Received by (PRlnted Name) C. Date of oellvm D. Is delivery address different from Mem 11 ❑ Yes It YES, enter delivery address below: 17 No oweslk: Retum Race" O Yes 102595-02-WI540 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS �—�----^ January 18, 2005 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water R Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Reference: Glacier View Heights Subdivision #4; Lot 1, Block 4, The septic system on the subject property was designed by our firm and installed by the homeowner (Paul Chervan) in 1997. Final documentation was not completed pending the completion of the house. Unfortunately, the property owner did not contact us when the house was completed and we forgot that the documentation had yet to be finalized and submitted to the MOA. This oversight became apparent to us recently when we looked at the file in association with another project. Following this discovery we immediately took action to as -built the system and submit the records to your department. The final inspection was performed on 1/11/2005 at which time the ISF was found to be dry and the compressor was running at normal pressure levels. Attached is the final documentation for the well and septic system for the referenced luestions, please contact us at 337-6179. I.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Far: (907) 338-3246' Website: gamcssengineering.com \ Municipality of Anchorage . .� Development Services Department Building Safety Division -E On-Sne Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW970283 PID Number. 050-501-33 Nome: CHERVAN Wastewater System: ■ New ❑ Upgrade Address: 23000 EAGLE GLACIER LOOP a EAGLE RIVER. AK. 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-559655 4 ODeep Trench OShollow Trench OBed O1Aound ■Other° LEGAL DESCRIPTION soti Ra ng,. 2.0 Twp o.wh f. � .27 MAX � o,s,. n n Block: Lot: Subdivision: Depth to p'M wtwn horn"9m": !wrath pi c` . Beeth er. 4 1 GLACIER VIEW HEIGHTS #4 SEE DWG. n 0.25 n Township: Range: Section: N aseW aeo.e 0" PWe: fir,.N bgth: — — — SEE DWG. n 20 n WELL: ■ New ❑ Upgrade bh. 18 Fwne« of 7 0 en. 2.5 n n Cawlaalan Prf Al Ae.C} PRIVATE TOW D.pth: 61 Co W T. 61 Total ebeorplan ens: 360+ Pipe wWwN: 3034/ F-810 / SCH 40 pL n. so, rLID Drpw ALPINE DRILLING We Drleea:Stene g/21/.8 Falx 1r.N: 7 ertaew: HOMEOWNER Dal. tw1 . 10/4-5/1997 pL vlwe: 50+ pwnp set At: UNKNOWN C-ing "hl Above Drwe4: 2+ TANK ap„ rL SEPARATION DISTANCES 0Septic 0Holding ■S.T.E.P. OOther To Septic Absorption Lift Holding k/Prkole manw et' . ANCHORAGE TANK tap«�r I" �ap1M' 1500 From Tank Field Station Tank S"wr Lines Well 100'+ 100'+ 100'+ — 25'+ ual«:ol: STEEL Frnbw a amps waft:2 Surface water 100'+ too'+ too'+ — — LIFT STATION Lot Una 5'+ t0'+ 5'+ — — Sia. In g~w 1500 Mw,.0 el~. ANCHORAGE TANK ORENCO SYSTEMS Foundation =1 10'+ 5'+ — — en a a: all a..l at; 1 Ho .atw earn at 1 42" 42" 46" Curtain Drain 5'+ 25'+ 5'+ _ _ Y0Y & YodN #20OSI 05 HHFj EWd W krpeelarr WwmW by. - r:/20 OWENS INSPECTION SERVICES Remarks: BENCH MARK t.ocelan eW Deeerfp4ara *THIS IS A BOTTOMLESS INTERMITTENT SAND TOP OF MANHOLE FILTER SYSTEM. E,..wrra 100.00 n ENGn1EE SEAL o;6 A4o4p0 gs��OO Inspections performed by: GEG, Ltd. Dates: 1st 10/4/1997 p .......... .............:.° 0 2nd 10/5/1997 10/5/1997 A. ... D 3rd (7Q • orness. All Development Services Department Approval F cE-7P53 wv o'S.••'�oo j4`4i' ,� •..I�11 `4Oe°Professlopd, Reviewed and approved by: Date: OQ4OO�OpO (Rwr. 12/01) PERM(T NUMBER: AS -BUILT DRAG PARCEL NUMBER: SW970283 050-55 01-33 NEW WELL 1 1 1 1�yS4 1 1 \\to - CURTAIN DRAIN \ \ /� EAST TEST HOLE _� y �\ / ALTERNATE SITE / N BOTTOMLESS / ;F DRAINFIELD W 1500 GALLON S.T.E.P. TANK APPROXIMATE LOCATION OF NR UNE -APPROXIMATE LOCATION OF AIR COMPRESSOR APPROXIMATE LOCATION OF CURTAIN DRAIN OUTFALL- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS .R01 L NOPt IOb. }1R IOt . /.040w _ m p]Ol . R (907)W- lm • Iu' (Ml)] U" • �. w , , . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: - PAUL CHERVAN (907) 694-5965 2 OF 3 LEGAL DESCRIPTION: DRAWN B1': GLACIER VIEW HEIGHTS SUBDIVISION ,#4; LOT 1, BLOCK 4, R.A.L./C.J YPE OF WORK: AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 1/11/2005 (RM. 01105) ~• t • T. • X / 1 1 1 1�yS4 1 1 \\to - CURTAIN DRAIN \ \ /� EAST TEST HOLE _� y �\ / ALTERNATE SITE / N BOTTOMLESS / ;F DRAINFIELD W 1500 GALLON S.T.E.P. TANK APPROXIMATE LOCATION OF NR UNE -APPROXIMATE LOCATION OF AIR COMPRESSOR APPROXIMATE LOCATION OF CURTAIN DRAIN OUTFALL- GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS .R01 L NOPt IOb. }1R IOt . /.040w _ m p]Ol . R (907)W- lm • Iu' (Ml)] U" • �. w , , . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: - PAUL CHERVAN (907) 694-5965 2 OF 3 LEGAL DESCRIPTION: DRAWN B1': GLACIER VIEW HEIGHTS SUBDIVISION ,#4; LOT 1, BLOCK 4, R.A.L./C.J YPE OF WORK: AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 1/11/2005 (RM. 01105) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - SW970283 050-501-33 FINAL GRADE m 98.56-98.91 TOP OF MANHOLE TOP OF TANK STI ST2 MH 100.00 AT INLET 91.58 n AT OOURETF=ANS .00 INVERT OF BUNG _/ I I NEW 1500 GALLON I I AT INLET - 90.98 S.T.E.P. TANK INVERT OF BUNG AT OUTLET - 90.66 TH FLUSHING VALVE AND COVER ONTK)RING TUBE FM 10 INSULATION FILTER FABRIC x!•.`2.5 —3.03' OFG�M.OA APPROVED SAI I CTR�Ny.-!Y•1f'�.�Y�`M1' _Y�1y1�4'f':'�. BED BOTTOM 99.43 (AVG) AIR LINE BOTTOM OF SAND 97'93 (AVG) FILTER - 96.40-96.93 -ORIGINAL GRADE - 99.60-100.70 FROM S.T. E.P. TANK -PEA GRAVEL INVERT OF DISTROBUTION LME -99.68 (AVC) - RELATIVE ELEVATION OF BOTTOM OF TEST HOLE O 89.45 (TEST HOLE.ORY) _!c GARNESS ENGINEERING GROUP, Ltd. Q°O;'?' 4 CONSULTANTS 6 GENERAL CONTRACTORS Q• 301 L moan IIWe. rm 101 • AWHV L M 0u07 . w (907)u1 IIM . W (1*7) M" • � ....v+.�M�Mw PREPARED FOR: PHONE NUMBER: PACE NUMBER: PAUL CHERVAN (907) 694-5965 12 OF 3 Q1 '. LEGAL DESCRIPTION: DRAWN BY: VOeP,• GLACIER VIEW HEIGHTS SUBDIVISION #4; LOT 1, BLOCK 4,R.A.L./C.J.G. ea TYPE OF WORK: DATE: OQ� AS -BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM 1/11/2005 (R. 01015) LOCATION OF WELL5;tj 1/ -7 i O 1 R -j OS6S0I`i-4 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING b WATER MGMT WATER WELL RECORD BOROUGH SUBDIVISION , Gi-1— w �.` U.I ' LOT BLOCK SECTION CTRS SECTION TOWNSHIP, ❑ RANGE ❑ E MERIDIAN [Is ❑ W LOCATIONISKETCH: WELL OWNER: DEPTHS MEASURED FROM:pcasing `top ❑ground surface WELL DEPTH: G DATE OF COMPLETION, Depth of hole: ft O' Depth of casing�ft BOREHOLE DATA: Depth Material Type and Color From To DEPTH TO STATIC WATER LEVEL: _ 2 1 below © top of casing ❑ ground surface Date: _E/. Z / / y a METHOD OF DRILLING: Lair rotary ❑ cable tool iLO-t�-e1/ j ❑ other , 1 / USE OF WELL: Rrdomestic ❑ irrigation ❑ monitor ❑ public supply ❑ other CASING STICK- 4 ft. Diam: G in. to� fit Casing type:. in. to =ft WELL INTAKE OPENING TYPE: J3open end ❑ screened ❑ perforated ❑ open hole Depths of openings: to ft SCREEN TYPE: Diam: in. Slot/Mesh Size: Length: ft GRAVEL PACK TYPE: Volume used: Depth to top: GROUT TYPE- /. • rfie: Depth: from ft to ft DEVELOPMENT METHOD: t-ze Duration: %' 6 - PUMPING LEVEL AND YIELD: _5C- ft after 7 hrs pumping -.Ea --/ ppm PUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPLETION? 00 YES ❑ NO CONTRACTOR INFORMATION: REMARKS: PLEASE MAIL WHITE COPY OF LOG TO: DNR/DIVISION OF MINING & WATER MGMT Ignature or XuRRUr-izeaespresentatrveatb a 3601 C St, Suite 800 / ANCHORAGE AK 99503.5935 Phone (9071269-8639,Fax (907)562-1384 NOV-05-2000(SM) 11:34 0015 INSPECTION SERVICES (FAX)746 5476 P.002/002 OWENS INSPECTION SERVICES OW124S CONSTRUCTION & MANAGEMENT SERVICES P.O. Box 3589 Pah=r, Alaska 99645 Phone 745-5471 Fax 746-5476 INSPECTION REPORT NAME STREET ADDRESS LOT �eA CA • i /� /JOBN � _(1^ A=IPHONE BLOCK/_SUBDIV. 7 e ATE, f� Oro FOOTING FOUNDATION BOND BEAM FDN DAMPROOFING FRAMING INSULATION SHEETROCK STRUCT. FINAL 0 ELEC. TEMP. 0 PLBG. UNDGR. O 0 ELEC, SERVICE 0 PLBG. ROUGH. 0 0 ELEC. ROUGH GAS TEMP.. 0 0 ELEC. FINAL _ O GAS 0. O OTHER O MECHANICAL 0 FIREWALL O. MECH. FINAL 0 REINSPECTION O PLBG. FINAL O 0 OTHER O OTHER O -t- O NO NONCOMPLIANCE OBSERVED C6RRECTIONS ESSENTIAL AS EXPLAINED BEL O WILL REEXAMINE AT NEXT INSPECTION /DO NOT CONCEAL UNTIL REINSPECTED COMMENTS� _�' ► C 4e, I ST ✓ / INSPECTOR David R. Crwsm. C.I. —�– ICBO 8 0821553-55. FHA M 3524. VA 81007 DATE WHEN CORRECTIONS ARE MADE, PLEASE CALL FOR INSPECTION (go7) 746-5471 ® Mur" elpauty of Anehorage Department of Health and Human Services�,c 825 "L" Street Hick Mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650 Mayor http:hwww.ci.anchorage.ak. us 343-4744 August 31, 1997 Paul Chervan 17617 Laona Circle Eagle River, Alaska 99577 8508 Subject: Lot 1 Block 4 Glacier View Heights Subdivision 414 Permit 41SW970283, PID 41050--501•-33 The subject permit, issued August 28, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of August 28, 1998. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sin rely, Ames Cross, P.E. Program Manager On-site Services enc: Copy of Permit cc: Alaska Water & Wastewater Consultants, Inc. Alaska Water & Waistewater 8471 Brookridge Drive — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers October 12, 1997 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED OCT 13 1992 Municipality of Anchorage Dept. Health & Human Services Ref Installation of Septic System for Lot 1, Bk 4, Glacier View Heights #4 To whom it may concern: A sewer permit (SW970283) was issued on 9/2/97 to install the subject septic system. The bottomless ISF, and the STEP tank were installed on 10/4/97 & 10/5/97. Currently there is no well, or structure on the property. The owner intends to begin construction on the house next spring. All that remains to be done is running the sewer service line, the air line (for the ISF), install the compressor, and drill the well. The as -built drawings will be submitted next spring after the aforementioned work is completed. If you have any questions, please contact me at 337-6179, or on my digital pager at 1-800-481-1162. Thank you for your assistance. Sincerely, P.E., M.S. C.0 Paul Chervan 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 I' I \& Lici1 `� LL .A CIG PAGE 1 OF 1 �C� S Ill LI PERMIT NUMBER:SW970283 DATE ISSUED: 8/28/97 DESIGN ENGINEER:ALASKA WATER & WASTEWATER SERVICES EXPIRATION DATE: 8/28/98 OWNER NAME:CHERVAN PAUL OWNER ADDRESS:17617 LAOANA EAGLE RIVER, ALASKA 99577 PARCEL ID:05050133 LEGAL DESCRIPTION: GLACIER VIEW HEIGHTS #4 BLK 4 LT 1 LOT SIZE: 43929 (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 PR VISIONS. SPECIAL PROVISIONS:U RECEIVED BY: V DATE: �( g ISSUED BY: �'� t. P%l.'2 u� CVt� DATE: / J� wi , o, /4- Ccp- Allalslk al Waltte r & Wastewater 8471 Brookridge Drive — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers MUNICIPAU-1y OF ANCHORAGE; August 18, 1997 i�VIRONMCNTAISt:RVICESDIVISION (y^n•..®,o" Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 AUG 19 1997 ri Ref: Well & Septic System for Lot 1, Bk 4, Glacier View Heights #4 To whom it may concern: •a ooa o . •3P oa ,aeasao < � •/e a�.ns ee��. dva �o e . Gamess .7953 8 e r� e•0, •nope -,P;9 SCO The subject property is currently undeveloped. The property owner is proposing to build a 4 bedroom house on the site, which will require the installation of a well and a septic system. This lot had been previously evaluated by S&S Engineering, and it was determined that is was unsuitable for an onsite septic system. The reason for this assessment was the fact that the groundwater table was so high, that there was not 2 feet of unsaturated accepting soil. S&S went on to recommend that a curtain drain be installeA, the soils re-evaluated. The property owner installed a curtain drain along the north, east, and west property lines, which daylights near the southeast corner of the property. It was constructed by the property owner, and Carl's Excavating and is almost 20 feet deep, along the north property line. The location of the curtain drain is shown on the site plan for this design. Several weeks after construction of the drain, I performed percolation tests, and groundwater monitoring. Comments regarding soils evaluation, and the proposed design are summarized as follows: 1. SOILS: Attached is a copy of the soils logs. The soil is primarily silty gravel overlain vyith 1.5 feet to 2.5 feet of clayey gravel, and 5 feet of peat/organics. On 5/25/97 no groundwater was encountered to a depth of 11.2 feet in the west TH, and to a depth of 13.5 feet in the east TH. In short, the curtain drain appears to have lowered the water table enough so that there is now almost 7 feet of unsaturated accepting soil. The accepting soil stratum, GM soils at a depth of approximately 6.5 to 7.5 feet, had a percolation rate of 12 to 48 minutes per inch. 2. SYSTEM DESIGN: Do to the topography of the lot, and the proposed house location, a lift station will be necessary. Rather than install a conventional bed or trench system, we are proposing to install a Bottomless Intermittent Sand Filter (BISF). The design criteria are summarized as follows: a. Percolation Rate: 12 to 48 minutes/inch b. Allowable Application Rate for BSF: 2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 300 ft2 f. Effective Depth of the pea gravel: 3 inches below the pipe g. Width: 18 feet h. Length: 20 feet. i. Effective absorption area = 360 ft2 (>300 ft2 OK) j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". 1. Sand Material: Central Paving Products "Winter Road Sand" m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the #8 sieve. We are proposing to excavate down to a depth of approximately 7 feet, place 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional STEP tank (Anchorage Tank), equipped with a programmable timer so that flow will be intermittently dosed to the IST'. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system, or the reserve site. 4. TOPOGRAPHY: The lot slopes downward, at approximately 10-15%, heading from northeast to the southwest, and is generally flat from northwest heading southeast. There is a mound of fill (peat/organics) in the north portion of the lot, which parallels Eagle Glacier Loop Road. The slope coming off of this fill, down to the original grade is fairly steep (approximately 100% slope). Since the bottom of the new ISF will be excavated down into the original soils (depth of 7 feet to 9 feet below top of fill), the slope created by the fill will not be a concern. Based upon my site assessment, there does not appear to be any slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or on my digital pager at 1-800-481-1162. Than* you for your assistance. Sincerely, JeflreyJAJJQ4ijess, P.E., M.S. GLACIER LOT B, B LUT 10, BK 2, GLACIER VIEW HEIGHTS S/D. PVT. WELL AND SEPTIC PER M.O.A RECORDS, WELL IS MUCH GREATER THAN 100 FEET FROM THE PROPOSED SEPTIC SYSTEM. VIEW HEIGHTS -- K 3, UNDEVELOPED a GLACIER VIEW HEIGHTS 04 TRACT 'B'. UNDEVELOPED LOT 11, BK 2, GLACIER VIEW HEIGHTS. UNDEVELOPED GLACIER 1013P 7 'ROPOSEllPTIC SYSTEM SITE 4 BEDROOM HOUSE GLACIER VIEW HEIGHTS 04 TRACT 'A'. UNDEVELOPED NOTEI "THIS IS NOT A SURVEY. THE LOCATION OF ALL WELLS, SEPTIC SYSTEMS, AND STRUCTURES IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE SEPARATION DISTANCE FROM THE SEPTIC SYSTEM UPGRADE TO ALL WELLS ON ADJACENT LOTS. WELL & SEPTIC SYSTEM: LOT 1, BK 4, GLACIER VIEW HTS, X14 PREPARED FURi PAUL CHERVAN PREPARED BY1 ALASKA WATER & WASTEWATER DATE: 8/18/97 DRAWN GARNESS SCALE. 1° = 100' QF E-7953 rip ON o UNDEVELOPED LAND CURTAIN WEST S J4`1 •' 1,2s NEW - 1500 S.LEP. - -� TANK, EQUIPPED WITH _ AN INTERMITTENT DOSING TIMER. SUPPLIER SHALL BE 'ANCHORAGE TANK'. 4 INCH PVC SLOPED 1/4 INCH PER FOOT PROPOSED PROPOSED 4 BEDROOM UNDEVELOPED LAND NOTE: THE NEW BOTTOM LESS ISF SHALL BE AT LEAST 20 FEET AWAY FROM THE EXISTING CURTAIN DRAIN, AND 100 FEET FROM SURFACE WATERS. PRIMARY BOTTOMLft!IF SITE, _SEE DETAIL DRAWING _ \--EAST TEST HOLE :H PVC \ - `-RESERVE BOTTOMLESS ISF SITE GENERAL LOCATIE /_CREA'fED BY FIL AIR SUPPLY LINE. SEE NOTE AT' - BOTTOM OF THIS PA E. -FOUNDATION C/O AIR COMPRESSOR TO BE INSTALLED IN BA MENT GARAGE, OR CRAWL SPACE. PROVI➢E A ?AIN ALVE SO CONDENSATION CAN BE PERIDDICAI_L DRA D FROM THE LINE. IN ADDITION, PROVI A 0 0 PSIG PRESSURE GAUGE SO THAT AIR PRES RE LINES CAN BE: MONITORED I THE f{OMEOW ER. Ctir-� x'91 r F� qT NOTE, THE AIR COMPRESSOR SHALL BE A THOMAS INDUSTIRES, MODEL 5070, AS DY ANCHORAGE TANK. THE AIR LINE SHALL BE 1/2 INCI4 DIA. SCH, 40 1 WITH 1/2 INCH FOAM PIPE WRAP (R3 VALUEJ, INSIDE A 2 INCH SCH. THE LINE SHALL BE BURIED TO A MINIMUM DEPTH OF 3 FEET, WELL P. SEPTIC SYSTEM: LOT 1, BK 4, GLACIER VIEW HTS #4 PREPARED FOR + PAUL CHERVAN PREPARED BY: ALASKA WATER & WASTEWATER. DATE: 8/18/97 DRAWN: GARNESS SCALE I' - 50' BRAIN DAYLIGHTS HERE . � Gar ss.:• h —7953 0` I aO�aU pro t e e sl000l �4A� AIR LINE COIL SPACED AT APPPROX 2 FEET, ORENCO "WASTEFLOW' TYPE PROVIDED BY ANCHORAGE TANK, -- 0 4 INCH DIA. M❑NITORI:NG TUBE AT EACH CORNER,— SLOTTED 4" SOLID PIPE 18' x 20' BOTTOMLESS ISF NO LINER ❑N BOTTOM, ®' NOTE; DIMENSIONS ❑F ISE MAY BE CHANGED TO MEET LATEST DESIGN BY ❑RENCO & ANCHORAGE TANK. -��^ — --FLUSHING VALVE CTYP>, INSTALL — —o PER THE "LIRENCO" DETAILS PRESSURE DISTRIBUTION SYSTEM SHALL BE PER ORENC❑ DESIGN, AND SUPPLIED BY ANCHORAGE TANK. EXCAVATE AS REQUIRED TO REACH THE GM SOILS UNDERNEATH THE PEAT LAYER AND THE BLUISH SILT/CLAY LAYER, x o � FINAL GRADE - 0- Q 2' COVER MIN. PROVIDE 2" OF RIGID INSULATION ORIGINAL GRADE LINE SHALL BE i' •. 'r .'r - o ' • • i' .• ^'6 18" BELOW THE TOP 6 " LAYER OF 3/E3" PEA GRAVEL WITH THE PVC LATERALS BURIED MIDWAY IN THE STRATUM. —— _—� ❑F SAND. 2 FEET MIN. ❑F FILTER SAND, SAND SHALL BE CENTRAL PAVING PRODUCTS 'WINTER ROAD SAND", OR APPROVED EQUAL, BOTTOMLESS INTERMITTENT SAND FILTER DETAIL_ SEPTIC SYSTEM : LOT 1, BK 4, GLACIER VIEW HTS #4 PREPARED FOR: PAUL CHERVAN PREPARED BY: ALASKA WATER & WASTEWATER DATE1 8/15/97 DRAWN: GARNESS SCALE: NTS _0: A M9'l6Ayofmawo f A. Gam ss ' ct�©O 1.25 INCH PVC HEADER. — PVC AIR LINE TO SAND FILTER - 1,25 INCH PV LINE FROM T STEP TANK.-: � AIR LINE COIL SPACED AT APPPROX 2 FEET, ORENCO "WASTEFLOW' TYPE PROVIDED BY ANCHORAGE TANK, -- 0 4 INCH DIA. M❑NITORI:NG TUBE AT EACH CORNER,— SLOTTED 4" SOLID PIPE 18' x 20' BOTTOMLESS ISF NO LINER ❑N BOTTOM, ®' NOTE; DIMENSIONS ❑F ISE MAY BE CHANGED TO MEET LATEST DESIGN BY ❑RENCO & ANCHORAGE TANK. -��^ — --FLUSHING VALVE CTYP>, INSTALL — —o PER THE "LIRENCO" DETAILS PRESSURE DISTRIBUTION SYSTEM SHALL BE PER ORENC❑ DESIGN, AND SUPPLIED BY ANCHORAGE TANK. EXCAVATE AS REQUIRED TO REACH THE GM SOILS UNDERNEATH THE PEAT LAYER AND THE BLUISH SILT/CLAY LAYER, x o � FINAL GRADE - 0- Q 2' COVER MIN. PROVIDE 2" OF RIGID INSULATION ORIGINAL GRADE LINE SHALL BE i' •. 'r .'r - o ' • • i' .• ^'6 18" BELOW THE TOP 6 " LAYER OF 3/E3" PEA GRAVEL WITH THE PVC LATERALS BURIED MIDWAY IN THE STRATUM. —— _—� ❑F SAND. 2 FEET MIN. ❑F FILTER SAND, SAND SHALL BE CENTRAL PAVING PRODUCTS 'WINTER ROAD SAND", OR APPROVED EQUAL, BOTTOMLESS INTERMITTENT SAND FILTER DETAIL_ SEPTIC SYSTEM : LOT 1, BK 4, GLACIER VIEW HTS #4 PREPARED FOR: PAUL CHERVAN PREPARED BY: ALASKA WATER & WASTEWATER DATE1 8/15/97 DRAWN: GARNESS SCALE: NTS _0: A M9'l6Ayofmawo f A. Gam ss ' ct�©O .,� Municipality of Anchorage t DEPARTMENT OF HEALTH ik HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST to nA ��j+�1n eeees° Be vd "I �'O��° � • o e°. °t� �f e ,�. r ; 2x Oeeo B o Ba Bee oson •. o qa,9 s e •e1e .e�. 7ef r y A. a i ss ,W PERFORMED FOR: C,- LA L- C� DATE PERFORMED4' ', "tibFi�a^5T wr t) 614, ce N (- LEGAL DESCRIPTION: V � IE wTS Jt q- Township, Range, Section: b4 __ ME-FT'n SLOPE SITE PLAN 1 2. p"Jz.,l1Cs�P 3- CED4- 5 CGC, 6 `"j'p Ma�T•fl.ffD �rM 7 8 9 10 11 12 13 14 15 16 17 18 19 (\1 FJ�JL (3 orTDM o P F4-ot� WAS GROUND WATER ENCOUNTERED? P1-2,1 0 S asr��TQa IF YES, ATWHAT ? L nu"� o'jO DEPTH? P Depth to Water Aller Monitoring?_ Date: Q Reading Date b ccs \jq/ Time T)YA41Drop t to Net I , '5- 30 5 , 2• 32 30 2,5� co '3 C ;' P — r�.-r—_ 20 -{ / Ih.__.,.JI PERCOLATION RATE� � (minutes/inch) PERC HOLE_ DIAMETER b TEST RUN BETWEEN 6.5 FT AND %. 0 FT COMMENT'SVJ STr=�2Q�TG—ST la -o VP-, TV PERFORMED BY: �L�T r v " S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4/85) V'.JI 11-7./l \ '------- vv . . - -` � �� Municipality Anchorage .. DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: CAUL - U0 -r t BK 4 G LaGI EP - LEGAL DESCRIPTION: 4\FuJ 0,1-e, �- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 D�.�t Peri g>ru I sN Cot•o P-E.D SOVSr-1 t -o04 -=-P P FSM E'A.8 L..z �t� Loo1GFD b(LoU G DATE PERFORME6".- . $ * � 'r• F-� I B � �" Township, Range, Section: N IA SLOPE SITE PLAN WAS GROUND WATER ND ENCOUNTERED? S IF YES, AT WHAT L DEPTH? O — P E Depth to Water Alter Monitoring? fl• Date: 5 �' N Readinq Date Gross Time Net Time Depth to Water Net Drop I• 6713 q7 30 30 NT - a6a 6 a 0 30 30 6/g'1 ar n - "h .J �0 us •o¢v Dave + a „ �+ a nne evonn •v _ A. G nes ^�14i DATE PERFORME6".- . $ * � 'r• F-� I B � �" Township, Range, Section: N IA SLOPE SITE PLAN WAS GROUND WATER ND ENCOUNTERED? S IF YES, AT WHAT L DEPTH? O — P E Depth to Water Alter Monitoring? fl• Date: 5 �' N Readinq Date Gross Time Net Time Depth to Water Net Drop I• 6713 q7 30 30 NT - a6a 6 a 0 30 30 6/g'1 ar 20 4a 6„ PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 2' P FT AND -7 FT COMMENTS IM1= 119 I n1N0�lA 11J� SE P 1 C SYS rf I ) S tie t 1 A'S f4 Rn -T- 4, "r r_sL 2: SF-. A-PPv.�t.e--,� -ro ae_ woZ'Y-1 '1 1, J�� F� G�Ss �5 Cz�,�SS PERFORMED BY: _. I CERTIFY THAT /T/HIS TE T WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: �/ �' 1 _. 72-008 (Rev. 4185)