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HomeMy WebLinkAboutGLACIER VIEW HEIGHTS BLK B LT 6Glacier View Heights Block "B" Lot 6 050-491-13 SYSTEM INSTALLED PER ENGINEER OF RECORD — HOUSE NOT BUILT tKev ub/u2/1d) Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SW070299 PID Number: 050-491-13 Dwelling: r-- Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: © New ❑ Upgrade Name Diane Peck ABSORPTION FIELD ❑ Deep Trench ©Wide Trench F-1 Bed [:1 Mound Site Address NA [_1 Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 1.2 GPD/SF 5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.86-2.93 Ft. Gravel depth beneath pipe 2.14 Ft. Subdivision Block Lot Glacier View Heights B 6 Fill added above original grade 1.06-2.49 Ft. Gravel length 53 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To; Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From j Tank Field Tank Line 375 Ft2 1 Ft. Well 100+ 100+ TANK © Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water 100+ 100+ Anchoral4e Tank 1000 Gal. Material Number of compartments Lot Line 5+ 10+ I NA Steel 2 Foundation s10+4-- ' 10+x °TATION � Manufacturer Capacity RemarksGal. No house built. Alarm location Electric ailed by Installer PIPE MATERIAL House to tank Tank to D3034 drainfield D3034 Home Owner Drainfield D3034 Co/MT D3034 Inspector Arcterra BENCH MARK (Assumed elevation) 100 ft Inspection dates: 1 10/6/2008 2°d 10/15/2008 Location and description Td 9/21/22 41" SW house corner of northern lot. ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date 9 I �p ' + �, Kr�Nsm M. s `"AV CE T`° Septic System P,4 Approved AA Date Z/ 3* Note: this approval does not include well permit requirements.##''gel ESS\ 4t�sa�ar►'o` tKev ub/u2/1d) �s AS—BUILT SYSTEM DETAILS/SITE PLAN Permit SW070299 GLACIER VIEW HIEGHTS BLOCK B LOT 6 PID# 050-491-13 1�1 �11 1lfitl► Et]lPal r:�r�•� ■� �lp «ra•• LOT 5 BLK B lR N LOT 8 U, A -B=104.6' ,,, A -C=111.2 38,68 3E A -D=135.6' A -E=134.5' s A -F=111,2' A-6=112,0' o H -B=96.9' H -C=92,3' H -D=98.6 A 1000 GAL 13 m H -E=100.5' SEPTIC TANK a H -F=131.8' r H -G=135.3' 33 61 I QF AL4 w ■ �* 4 TH� y� 0 .0 3 p KENNE'T'H 5 CE -71 . �e/ y� SSIO'o _W rE. ■���f ,yo WELL A \ LOT 7 BLK B 36,4 FINAL GRADE 3 5.9 FILTER FABRIC 31,03 SEWER ROCK 28,89 53' PREPARED F❑Ri PECK 8370 MAJESTIC DR ANCHORAGE, AK 99504 FIELD BOOKS BOUNDARY: N /A— STAKING: A STAKING STAKING: N/A ASBUILT. ,JLS DWG. FILE: AGAD FILE` FI LE COMPUTED: DRAWN: KSD CHECKED: KMD DATE, 9��18/ GRID: swoon JOB No.: 06050 W SCALES 1' = 50' C3 r 6 3502 2.36 L -2.43 — T 214 23.90 WH SCALES NTS v p..�cTe�Rq f AKcTrKKA CONSULTING, INC A 20441 Ptarmigan, Eagle River,AK 99577 der Office (907) 696-6111, Fax (907) 868-3793 eq ri NG �tq AK pg5'P-�� Performed for: Diane Peck SOILS PERCOLATION TEST AMP - 49 TH* KENNETH M. T ;g / 7116 t . Ire � Date Performed: 09/08/2023 Project: Gtacier View Heights Block B Lot 6 TEST HOLE # TH 22-1 Depth (Feet) SEE ATTACHED SITE PLAN ORG 0'- 0'6" FOR HOLE LOCATION 2 -1 1-7 4 f' GM/GP 0'6"-10' 9. 10- , B.O.H. 10' 11- 12- 13- 14- 15- 16- 17- 18- HOLE PRESOAKED 19- PRIOR TO TESTING Was Ground water encountered? No What depth? NA Depth to water after monitoring? NA Date 9/8/23 (Depth below grade) Reading Date Gross Time Net Time Depth to Water Net Drop 1 9/8/23 2:30 - 5 3/16" - 2 2:40 10 min 2 3/16" 3 0/16" 3 * 2:41 - 53/16" - 4 2:41 10 min 2 3/16" 3 0/16" 5 * 2:42 - 5 3/16" - 6 2:52 10 min 2 3/16" 3 0/16" 7 * 2:53 - 5 3/16" - 8 3:03 10 min 2 3/16" 3 0/16" 9 * 3:04 - 5 3/16" - 10 3:14 10 min 2 3/16" 3 0/16" 11 * 3:14 - 5 3/16" - 12 3:24 10 min 2 3/16" 3 0/16" * Water Added Percolation Rate 3.3 (min/in) Perc Hole Diameter 6" Test Run Between 5 feet and 6 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. LOT 5 BLK B LOT 6 BLK B SEPTIC VENT (typ) ANCHORAGE RECORDING DISTRICT, ALASKA ASBUILT OF: GLACIER VIEW HEIGHTS SUBD LOT 6 BLK B PLAT 70-1.51 SURVEY CERTIFICATE: I, John L. Schuller, Have conducted a physical survey of this property as shown on this drawing and that the improvements situated hereon are within the property lines and no enchroachments exist other than noted. Under no circumstance should any information on this drawing be used for construction of fences, structures, improvements, or for establishing boundary lines. EXCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. WORK ORDER NUMBER: DAIS: SCAM E-MAIL• MAY 4, 2020 1"=30' 20-020 DRAYN BY: CHECKED BY GOD NUMBER: BOOK/PA-. JLS SWO059200116 = FND 5/8" REBAR C?' 49TH `y�) . x..... ........ ..*. y o -.JOHN L. SCHULLER.•' 0 LS -10408 c %�,_fessiono\ _ WELL W t', LAND �rj c,5 rt'p 1' 1831 Talkeetna Street Anchorage, Alaska 99508 (907) 227-1455 office (907) 274-4992 fax IAOF C,�sn»y, 71fiS SGS Ref.# 1234703001 Allowable Method Container ID Limits Prep Analysis Date Date Init Client Name ArcTerra Engineering and Surveying Printed Date/Time 09/11/2023 14:01 Project Name/# Glacier View Hts Blk B Lot 4 I Collected Date/Time 08/31/2023 9:05 Client Sample ID Glacier View Hts Blk B Lot 'O Received Date/Time 08/31/2023 11:33 Matrix Drinking Water Technical Director Stephen C. Ede Sample Remarks: Parameter Results LOQ Units Allowable Method Container ID Limits Prep Analysis Date Date Init Metals by ICP/MS Arsenic 7.01 5.00 ug/L EP200.8 B (<10) 09/01/23 09/08/23 HGS Waters Department Total Nitrate/Nitrite-N 3.91 0.200 mg/L SM21 450ONO3-F C (<10) 09/07/23 EBH 2of6 fi SGS North America Inc. 200 W.Potter Drive,Anchorage,AK 99518 .1 2347 @3 Ph:907-562-2343 /Fax: 307-561-5301 ch L ArcTerra Consulting (907)696-6111 [eat |_.Dea Duffus . ea dea@arcterra.net x Private residential wellAvater system i=20441 Ptarmigan Blvd Mobile Food Cart Feyiz;Eagle River,AK 99577 Non-reguiatedprivate water system Cit . Other (please list): SAMPLE INFORMATION CAN KIT : 5 cy £ 5 i Fy a 8 rE 2 ox |= 3 &amp; Sei 3 ¢R ge 2 Ze |2 RS 1a 8 az |2 ef |g Plz |3 |B/E $$lic gis re si]selfs |3 |t,)2 |38/852|e {=2)8,||Sample {dentification/Location Collection Date},°2 ae 3 E $5 ie |3 |85 eS |e as Bo aco G latier View Ks g : - BR Blot G Was tid |*|*|* i Ce z yBy: : Method of payfteng/, Amount paid:$ Sample Comments/Special Instructions: 2 Poly ie 263723 @ yes no na |Are samples RUSH or SHORT HOLD TIME?aa Delivery Method:Client Alert Courier.G2 Other: if yes,have you notified the lab?Qo a (|Forpreserved waters (other than VOA vials,LL-Mercury or ag microbiological analyses), was pH verified and compliant?Temperature upon receipt (if applicable): Are there any issueswith the samples? ([.e. frozen,Q Qincorrectcoritainers,past 30.hour hold time). 7 This section used for immediate notification of UNSATISFACTORY coliform results only: Analysis Began:Reported to: Analyst:Reported to: Total Coliform ‘Signature: Result }E.Coli/Fecal Title Dale tine Other Bacteria Email Positive Total Coliforms/E.coli to Project Manager,QC Notices,Micro,and Data Management. FWo083_KitRequest_COCtemplates_BottleGuide_201904184 of 6 10/26/07 10:25 FAS 907 272 7733 KUNIN ASSOCIATES 12 002 Certtf ieb �rfftftlg log by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688-2759 OWNER OF LAND: -1,64 --oz Y 6�f 011-Y BORE HOLE DATA ADDRESS: LE//GAL DESCRIPTION: /ot a 6 1, z r (-> 4-«4 C" em" X (J i is &0 M1 *8-T DATE: �%f �� /" f I - PERMIT NUMBER: L-4-6LIe�AZI Date of Issued o - C 6 TAX IDENTIFICATION NUMEIER: 5Z - 4f!L - /3 Is well located at approved permit location?cus=s 0 No Method of Drilling: O-atrRotary 0 cable tool Depth of well: n'� t'-• Q Casing Type? %�• rc Wall Thickness .r,% Inches Diameter_ inches, depth L feet Liner Type: /')1>I 1 Casing Stickup Above Ground: feet Static Water Level: 'I 0 feet Recover Rate: I Dl gpm Method of Testing- el f #`- Well Intake Opening Type: O open end tl-epen hole 0 Screened; Startfeet Stopped feet Clf'erforaticns Start q d wj r f'`eet topped _l ` feet N 4 Grout Type: 6e� �QJ <<'� Volume Depth: from Z> feet.to Q feet Well Disinfected Upon Completion? "sem U No Method of Disinfection: - •..few 4 t% ++� Comments: DEPTH rmm TO c? L,rC.• f Ca r4g_<' 6glewarc. G�o q G i G u c.4:E!✓ Driller's Name ATTENTION: It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. ����i;L L,rC.• f 'Cn^.,,ten r4g_<' 6glewarc. Driller's Name ATTENTION: It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. ARCTIC PUMP & WELL INC. Jim Sullivan - PO Box 770197 :anmtur�srsi[ Eagle River, AK 99577 SAus a s�nu -� (907) 688-2510 3 (907)243-2282 jimCarctimump.com Well Drilling Permit Number: SW070299 Parcel Identification Number: 050-491-13 Date of Issue: 10-30-07 Legal Description: Glacier View Property Owner Name & Address: Heights Diane Peck Lot: 6 22949 Myrtle Drive n1--1-- T. Paola Rivar ATI 00577 Ptmip Installation Date: 9-4-07 Pump Intake Depth below Top of Well Casing: 256 Pump Manufacturer's Name: Dempster Pump Model:H-75 Pump Size: 1.5 HP Pitless Adapter Burial Depth: 10 Pitless Adapter Manufacturer's Name: Baker Pitless Adapter Installer: U/K Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, b7c. Page 1 of I MUNICIPALITY OFANCHORAGE Development Services Department OnSito Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Permit Number: SW070299 Legal Description: GLACIER VIEW HEIGHTS BLK B LT 6 Design Engineer: 0070 ARC TERRA ENGINEERING & SU Owner Name: RANDALL & DIANE PECK Owner Address: 22949 MYRTLE DRIVE EAGLE RIVER , AK 99577-9453 \a0 e - Date Issued: Oct 30, 2007 Expiration Date: Oct 29, 2008 Parcel ID: 050-491-13 Site Address: Lot Size: 23482 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: E Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (1BAAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling ---(907)-34 3-7904 12 4_h­o5­rsNot regwre� foraVater upp y Permit only 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THE ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO THE CONSTRUCTION OF THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP PENDING ONSITE REVIEW AND APPROVAL. ij —'Z � - d � `as f e •,,i 0 -{ "�'"r wt-� oi.� � � y li%� /-��+ /t Q e� f.� -e cN vc �� 2 ' �1'-t�. rr .+ �e �t v fL fs j7- e a s-1 kJ. LT Received By. Date: as Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4'A 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. — S4�il ^/✓ Property owner(s) 1-;V�tt C 0 Vt� ILX—Day pho�nee �V� O d a� 3 Mailing address // �C l�oi �.3�0� Zip Code' 4 Site address ! i I Zip Code Legal description (Sub'd., Block 8 ot) 64 /'.Irr V11_°4 -j N5 Legal description (Township, Range & Section) Lot Size a�!8^�Sq. Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR (® all that apply): Absorption Field Upgrade Septic Tank Renewal Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal 1Z I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 11.7 . 7 Waiver Fees: Date of Payment: �0 r./0 Date of Payment: Receipt Number. Receipt Number. (Rev. 11/05) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO60352 Date Issued: Oct 30, 2006 Expiration Date: Oct 30, 2007 Parcel ID: 050491-13 Legal Description: GLACIER VIEW HEIGHTS BLK B LT 6 Design Engineer: 0070 KND ENGINEERING Site Address: Owner Name: RANDALL & DIANE PECK Lot Size: 23482 SO. FT. Owner Address: 22949 MYRTLE DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-9453 This permit is for the construction of: ❑✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 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. Date: l J1 p �. Issued ByDate: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-491-13 Property owner(s) Randall & Diane Peck Day phone Mailing address 5411 Mockingbird #312, Anchorage, AK Zip Code 99507 Site address NHN Myrtle Drive, Eagle River, AK Zip Code 99577 Legal description (Sub'd., Block & Lot) GLACIER VIEW HEIGHTS, BLOCK B. LOT 6 Legal description (Township, Range & Section) Lot Size23,482 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well 14 Water Storage ❑ Number of Bedrooms 3 Initial Upgrade ❑ Renewal ❑ 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. KND Engineering, Inc. (Signature of property ow er or (dorized agent) Permit/Rush Fees: $635.00 Date of Payment: ( O I Receipt Number: l s (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. January 18, 2007 AND SURVEYING, INC. Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: SW060352 — Glacier View Heights Block "B", Lot 6 Gentlemen: The above subject permitted wastewater design has been modified to a conventional 5' wide shallow trench. An additional percolation test will be performed at construction on the eastern portion of the proposed primary trench. No other modifications were made from the previously permitted design. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111 /FAX 696-8111. Respectfully submitted, AreTerra Engineering & Surveying, Inc. Kenneth M. Duffus, P, Attachments: Wastewater Absorption System Details/Site Plan 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 PH (907) 868-3791 • FAX (907) 868-3793 KND ENGINEERING, INC 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 696-6111 / FAX (907) 696-8111 October 25, 2006 Deb Wockenfuss Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Glacier View Heights, Block B, Lot 6 Dear Deb, Prior to submitting the proposed water and wastewater system for the above subject property we reviewed available Municipality of Anchorage (MOA) records and conducted site investigation with survey of the above and surrounding properties. We were unable to locate any water wells or wastewater systems on the adjacent Lot 5, Block B or on the subject lot. You cite that MOA records show a septic and well exists on the subject lot—this appears to be a MOA filing error since the legal described on the MOA inspection report record documents is "Lot 6, Block B, Tract E, Glacier View" and that the subject lot has virgin/mature trees and undisturbed land. The entire MOA file for Lot 5, Block B consists of only a one page, two paragraph letter that states an approved well and septic exists. Once again we were unable to find any such indication of a well or septic. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, 1KHD Engineering, Inc. Kenneth M. fus, P.E. KN D ENGINEERING, INC 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 696-6111 /FAX (907) 696-8111 October 12, 2006 r�e(� Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program t'✓> I P.O. Box 196650 Anchorage, AK 99519-6650 j Subject: New sewer/well permit — Glacier View Heights, Block B, Lot 6 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On July 7, 2006 one testhole was performed for the proposed system. The results of this test are attached. With the exception of steep slopes within 30' of the ROW, general slope of this lot is from north to south at a grade of approximately 20-23%. We have designed our system utilizing the existing testhole that was excavated for the proposed 3 -bedroom house. Water was not encountered during the excavation or during monitoring. The lot will be served by an individual well, located on the northeastern portion of the lot. We propose to install one 5' wide shallow trench with an AdvanTex Orenco Package System. This system will be manufactured by Anchorage Tank & Welding to meet Orenco Systems, Inc. latest design criteria and in accordance to MOA requirements. The Drainfield Design is based on the following: • 3 -Bedroom Design Flow: 450 gpd • Percolation Rate: 3.3 min/inch • Category III Allowable Application Rate: 6 gpd/sf • Designed Application Rate: 2 gpd/sf • Minimum Absorption Area: 225 sf • Effective Absorption Area: 225 sf (5wide by 32' long) • Effective Depth Below Distribution Pipes: 2' RE: Gluier Vw. tits V11", L6 October 12, 2006 Page 2of2 There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, KHD Engineering, Inc. Kenneth M. D-u1fus-I-:1 Attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/ Percolation Test Owner/ Contractor Specs WELL & WASTEWATER DISP❑SAL SYSTEM SITE PLAN GLACIER VIEW HEIGHTS SUBD, LOT 6, BLOCK "B" ® WELL -CLASS C 4 4 LOT 12 A Dl -x c i4W 13 LOT 5 �e) But w w•n' ' D ® VCLL-CLA ¢ Buc A LDDLK 0 NOTE:_A GISTERED LAND L RVEY e R LL FLAG PROP NE, ELL RAO PROPOSED Sfan q SEP do WELL P TO C LO 3 Sfa C CO STRUCTION. H �p `Sf�A C VCLL-CLASS C ... Tl SCALE: 1'= 100' DESIGN DETAILS 3 BDRM X 150 GPD = 450 GPD 450 GPD/1.2 GPD PER SO. FT. = 375 SO. FT (375/5'(W)) X .7(RF) (2.0' GRAVEL) - 53 FT. TRENCH USE 1 TRENCH - 53' (L) X 5' (W) X 2.0'(D) Total depth of system Is 5' from original grade. Total depth of gravel below distribution pipe Is 2.0' . NO PUBLIC OR PRIVATE WELLS WITHIN 200' OF PROPOSED SYSTEM EXCEPT AS NOTED. NO SEPTIC SYSTEMS WITHIN 200' OF PROPOSED WELL EXCEPT AS NOTED. lk OF -.4Z4 *Ir VI \ I ncnnLl ver a, .' � %PESS100., INSTALL 1000 GAL SEPTIC TANK NOTES: 1. INSULATE TRENCHES 6 SEPTIC TANK WITH 2' HD BURIAL FOAM. 2. CONTRACTOR TO ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 3. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE A MINIMUM OF 3' OF COVER OVER FIELD AND 4' OF COVER OVER TANK OR/6 REQUIRED INSULATION WITH MINIMUM FILL. 4. CONTRACTOR WILL ENSURE ALL SEPATATIONS TO ADJACENT WELLS, SEPTICS, EASEMENTS AND OTHER SETBACK REQUIREMENTS. PREPARED FOR: RANDY PECK 1004 LYNDA LANE ARLINGTON. TX 76013 (907)272-8833 FIELD BOOKS CaWTM.. 0000mr. DRAM: krnd STA a[CKm. KMO AS&!lc AS DATE: 01/19107 D"0. na Dw SWO59 ACRD nr. COMM Ab K : 06-050 S PAGE 1 OF 2 ti vvtdv r 4,k,R.(80 S EQ SWING—TIE WASTEWATER DISP❑SAL SYSTEM DETAILS GLACIER VIEW HEIGHTS SUBD, LOT 6, 7BLOCK "B1t ACHART—C=26.80 B—C=34.20 \` A—D=29.30 B—D=44.30 A—E=71.67 S—E=70.27 O K AL 150' WELL RADIUS LOT 6 1000 GALLON SEPTIC TANK GENERAL NOTES: SCALE 1'= 30' 1. MAINTAINED 10 FOOT SEPARATION DISTANCE FROM WATER LINES. 2. MAINTAINED MINIMUM OF 10 FOOT SEPARATION FROM ANY PROPERTY LINES. 3. FOUNDATION CLEANOUT PLACED WITHIN 4 FEET OF FOUNDATION. 4. CONTRACTOR VERIFIED ALL SEPARATIONS TO ADJACENT/SUBJECT WELLS. SEPTICS. LOT LINES, FOUNDATIONS AND ALL OTHER REQUIRED SETBACKS. 5. PLACE A MINIMUM OF 3 FEET OF EARTH COVER (OR EOUIV) OVER ABSORPTION FIELD & 4' OVER TANK. ONE INCH OF WESTERN 'Insulloom II' (OR EQUIV) MAY BE SUBSTITUTED FOR ONE FOOT OF EARTH COVER WITH A 2' MINIMUM OF SOIL COVER OVER THE ABSORPTION FIELD. 6. MAXIMUM OF 2% GRADE TO TANK. 'or r OF ALq 1 + NOTE: A REGISTERED LAND SURVEYOR SHALL FLAG PROPERTY LINE, WELL RADII. & PROPOSED SEPTIC SYSTEM & WELL LOCATIONS PRIOR TO CONSTRUCTION. PAGE 2 OF 2 PREPARED FOR: RANDY PECK 1004 LYNDA LANE ARLINGTON. TX 76013 (907)272-8833 •4CE4 8 rV' r RauoARr. srARnc 1AVNNAsBmr. JLS �UFE33101. / AM MU osm'DAC CC nlh CRAW CHEOCE01. SW059 0B "" 06-050 ""o"'am"'. - 5•+'- kp RK. snneY'I' WASTEWATER DISPOSAL GLACIER VIEW HEIGHTS S/D, 4' CLEAN-OUT 1 4' MONITORING TUBE TRENCH DETAILS LOT 6, BLOCK 'B' 4' MI TUBE 4' CLEAN-OUT I FROM SEPTIC 0 TANK i 4 N PLAN VIEW DEEP TRENCH DETAILS 4' MONITORING TUBE 2' MIN COVER I- 5.0' -A TRENCH SECTION OF ,Q j \ NOTE, BOTTOM OF SEWER DRAINROCK ��.. ...... qS , PREPARED FOR: MUST BE 4• FEET ABOVE .f- RANDY PECK GROUNDWATER AND 6« FEET ABOVE G'49 9 / 1004 LYNDA LANE BEDROCK. SCALE. NTS I * : ,k ARLINGTON. TX 76013 (907)272-8833 PAGE 3 OF 4 KENNETH M. U 3 FIELD BOOKS cwwrto: �T CE -711 D: � eov mr.. DRAM: km �dV � ENGINEERING. INC. 1 2`v — sT.R.w 11KMD 20441 PTARMIGAN BLVD. l. EAGLE RIVER. AK 99577-8736 • .. ' •Sd ' CNULLER ND DulCW a 10 7 - %FVSSIO'O / Sw059 .� ow_ru: GIM.(907)898-8111/FAX (907)896-8111 eu,D ns: aosaoRc 06-050 xe Ra: w.KNDEnKlneeHnK.eom/knden{*ek.nst T\+[u a sCvM - r, N L"W\D . v.. N q"ts\m k mm e\oeow.ae FA WINSULATION si iiiiAN � FILTER FABRIC r"iMA+iR w wy���� �Y Y;.T--.LT DISTRIBTION la eT;�T;LT-- 2.0' SEVER ROCK sT I- 5.0' -A TRENCH SECTION OF ,Q j \ NOTE, BOTTOM OF SEWER DRAINROCK ��.. ...... qS , PREPARED FOR: MUST BE 4• FEET ABOVE .f- RANDY PECK GROUNDWATER AND 6« FEET ABOVE G'49 9 / 1004 LYNDA LANE BEDROCK. SCALE. NTS I * : ,k ARLINGTON. TX 76013 (907)272-8833 PAGE 3 OF 4 KENNETH M. U 3 FIELD BOOKS cwwrto: �T CE -711 D: � eov mr.. DRAM: km �dV � ENGINEERING. INC. 1 2`v — sT.R.w 11KMD 20441 PTARMIGAN BLVD. l. EAGLE RIVER. AK 99577-8736 • .. ' •Sd ' CNULLER ND DulCW a 10 7 - %FVSSIO'O / Sw059 .� ow_ru: GIM.(907)898-8111/FAX (907)896-8111 eu,D ns: aosaoRc 06-050 xe Ra: w.KNDEnKlneeHnK.eom/knden{*ek.nst T\+[u a sCvM - r, N L"W\D . v.. N q"ts\m k mm e\oeow.ae KFI D ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Randy Peck Date Performed: 7/7/06 Project: Glacier View Heights Block B, Lot 6 TEST HOLE a 06-1 Depth (reet) 15- 16- 17- 18- 19- 20- ORG/OL -black/red overburden CM w/ sand - redish/loose GM/GP -dry/med. dense B.O.11. SLOPE 13-187/" 0 1[OLE HOLE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Cround water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 7/14/06&10/12/06 Reading Date Gross Time Net Time Depth to Water Net Drop 1 7/8/06 1:00 6" - 2 1:10 10min 213/16" 33/16- 3 1:11 - 6" 4 1:21 10 min 214/16" 32/16" 5 1:22 V 6 1:32 10 min 215/16" 31/16" 7 1:33 6" - 8 1:43 10 min 215/16" 31/16" 9 1:44 6" - 10 1:54 10 min 3" 3- 11 1:55 - 6" - 2:05 10 min 215/16" 3 Ei Water Added Percolation Rate 3.3 (min/ in) Perc Hole Diameter 6" Test Run Between 3 feet and 4 feet 1, Kenneth hl. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. Jvt-Y 11,20 vv.k 0tv. cv, A It C H I T E C T 5 On -Site Water and Waste Water Program 4700 Elmore Road Anchorage, Alaska 99507 907-343-7904 Attn: Approval Agent 5w o -7o z99 Re: Septic System/ land owner installation Pt2H rr 3t �bdt76��Si Dear Sirs: I would like to request permission to perform an owner installation for a septic system on block B, lot 6, Glacier View Heights Subdivision on Myrtle Drive in Eagle River. The work includes the installation of a 1250 gallon septic tank and a lateral line/ leach field as prescribed in the septic system design. I will personally be performing all work associated with this project and the system designers, KND engineering, will be providing all onsite inspections. My background in plumbing includes three years of experience under the supervision of a master plumber. Tasks included rough -in, top out, and setting fixtures for multi -family and commercial projects. I have also participated in natural gas line, septic and sprinkler system installations. I have performed heavy equipment operations with earth moving machinery including excavators, front end loaders, skid steers and various forms of trenching equipment. The equipment for this project will be provided by United Rentals. If you would like additional information or have any questions, please contact me at 929- 9334 or e-mail randy c2burkhart-croft.com Thanks for your a. ce, Randy eck, AIA, NCAR Burkhart Croft Architects LLC 1 402 D Street 1 Anchorage Alaska 99501 1 T: 907.929.9334 1 F: 907.929.9335 1 www burkhart<roft.com