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HomeMy WebLinkAboutT15N R2W SEC 25 LT 54T I 5N R2W Sec 25 Lot 54 051-281-04 Not eligible for Certificate of Health Authority Approval because Inspection report has not been approved Municipality of Anchorage Development Services Department +rr Building Safety Division Onsite 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/WELL SUBMITTAL COMMENT SHEET To: Eagle River Engineering Services Legal description: T15N. 112W. Section 25, Lot 54 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. _M a�tt'C6 ❑ Insufficient fill over tank or field._ Name of reviewer. Julie Makela. P.E. Date: 2/11/2005 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK F11 Municipality of Anchorage Page I of Z DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: PID Number: 0s/ -.2T/ oY Name: �2iA.e/ �A.L.f36.G Wastewater System: q'New ❑ Upgrade Address: ABSORPTION FIELD �03�2 Phone ir9G — 3 No. of Bedrooms. 3 ❑ Deep Trench !Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: /. GPD/5 Ft Lot. Block: Subdivision: Depth to pipe bottom from original grade. Gravel depth beneath pipe S'</ Ff � S Ft Township: Range: Section: Fill added above original grade: Gravel length: 1- .4 A/ .•L.T Ft. "'iy I Ft. WELL: XNew ❑ Upgrade travel wiawidth:S mb Nue� Ilinel: Distance between li e!: Ft Classification (Private, A.B.C): �i=�✓/F Tif Total DDeptn: �(D Ft. Cased To: l' � �(li)Ft. rota) absorption arew so F1. Pipe material: t�—/D Driller: Date Onll .d: Slant Water Level: Installer: Date Instal ed: Zm Jou«.✓ e/ 3 2 Ft 15.Oed -76611 o Yield. Pump Set at: CasingReight At10ve Ground: TANK GPM I Sof FI. Ft. SEPARATION DISTANCES XSeptic ❑Holding ❑S.T.E.P. To Septic Absorption G11 HoldingueIWPnvne Manufacturer: Capacity In gallons: From Tank Field Illation Tans Sewer Lines / Wel( //�• /3S'• • fps Material: ares- Number of Com arlments: 7 Surface></oo t/oo, *fes` LIFT STATION Water Lot 'Se., 10 Size in gallons: Manufacturer: Line �Z tT L11" ♦ "Pump on" level at: " level at: High water alarm at: Foundation jr Ar O Au Curtain D • f.J O r • Pump MaF el Electrical Inspections performed by: Drain BENCH MARK Remarks: Location and Description: r_— Assumed Elevation: F.m< r imFf Inspections performed by: erd' __ -� Dates: 1st iZff/ w 2nd 2e/vy Z $Q; CHRIS W000/ "X CE:10381 Department of Health and Human Services approval .. Reviewed and approved by: Date: ss10Nwc 72-013 IA. 9/91) MOA 25 Permit No. SW040216 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: T15N R2W SEC 25 LOT 54 PID No.: 051-281-04 EAST 290.8' _—_—_—_—PIONEERDRNE —_- ELEVATIONS (NOT TO SCALE) NAIL IN TREE ASSUMED ELEV •100.0' 2• INSULATION 89.8'. 1,000 GAL ORIGINAL GROUND TEST HOLE LEVEL AT- I SCALE 1'- 80' SWING TIES A D C 174.5' 114' D 1 192' 1 135' 8 — TEST NOTE kfowm a — t=M OM + _ — ES01M — PROPOSED LL" F D ®— DANEWAY 1, � m o O o n n C wia.o,m WELL • SO' ROW UOUTY RESERVATION A EAST 292.4' _—_—_—_—PIONEERDRNE —_- ELEVATIONS (NOT TO SCALE) NAIL IN TREE ASSUMED ELEV •100.0' 2• INSULATION 89.8'. 1,000 GAL ORIGINAL GROUND TEST HOLE LEVEL AT- I SCALE 1'- 80' SWING TIES A D C 174.5' 114' D 1 192' 1 135' 8 — TEST NOTE kfowm a — t=M OM + _ — ES01M — PROPOSED LL" F D ®— DANEWAY 9/25/04 ENGINEER'S SEAL oo�4p� OFAt q uV ij�N CHRISTOPHER WOOQ VO"AA'�. CE -10387 Iry VT certifieb �ri�littg too by MCCO.dbe SULLIVAN WATER WELLS P.O. gm 67wm Omx"K. ALASKA 9096! • yr ' . .. Orth r 1�d4o �Ir12if o�d oS/ iAX IOEN►FI(J►710N ia11ue6il - ��- 10 IS wd baled ai womwed P=* bcdbr♦l LNb K*W d D wra 6drtdary s table tool DWMd# O casjVT a swan rtes 4� -go - 4-31, pV c- - re <F CjJM stldow nlx1& smfo VA*N fast 301 feet Be wwpaw Iod wn MagaaddTesilibW , A was ktaka o(>e:v Tyne• O amend Q qm nae :t Sceewjmk , stmt jml S Wpe+d foal L7 P8fI0f8mt1S Slam feet Giontiypa L3��7'D..♦♦�'[ a S'L�S- n teet•m 'L0 ieet wlao oesirdec- upon caa0kii %k4m ONO S�/J a�CIN�t i3oiL� Co AL s �t� Aee!r o jc' /.� (SeP^ GROW ottoeft Name Z0 3Dvd MYAI-ITS 69ZZ689 Z0:00 6661/10/10 lob MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 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: Jun 22, 2004 Expiration Date: Jun 22, 2005 Permit Number: SW040216 Parcel ID: 051-281-04 Legal Description:4T46N RMSea25Lot64.'. Design Engineer: 0848 Eagle River Engineering Services Site Address: Unknown Owner Name: Brian Barber Lot Size: 91650 SO. FT. Owner Address: PO Box 670322 Total Bedrooms: 3 Permit Bedrooms: 3 Chugiak . AK 99567 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ 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 (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-� 3 Issued By. rN'*A_jk_ Date: ZZ oq Odt-14-03 12:57P Permit Counter 907 343 13250 P.01 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 99519.8650 www.cl.anchorage.ak.us (907)343.7904 ON-SITE SEWERNVELI PFRMITAPPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. e7!�) 'S/- '�? -3-/ - f��% Permit Number SW Property owners/R-4-d-23�e Day phone 3 CoO,// Mailing address (1) r 12;2/0 ��2 �i���t-i�J r 1 -41-- 1�/'_S�O Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) .CT S Legal description (Section, Township & Range) -5 Lot Size q t "S q.FL Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 9 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit Cl Therapy Pool ❑ I certify that the above information Is correct. I further certify that this application is being made for a Single Famj.y Dwej tag and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Waiver Fees: Dale of Payment: D r Dale of Payment: Receipt Number: Receipt Number: (Rev. 12MO) Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 (907) 694.5195 tel Eagle River, AK 99577 (907) 694-3297 fax June 17, 2004 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 54, TiSN R2W Sec. 25 Narrative & Permit Application Dear Mr. Roth: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, and underlying soils are adequate for a future replacement drainfield, if necessary. 4. Drainage will not be affected and is not a major consideration in our design. This well and septic system will have little impact on adjacent lots, due to the large lot sizes. Neighboring wells and septic systems have been located and identified. Impact to future wells and reserved spaces will be minimal, or none. Drainage will not be affected by this design. If you have any questions please call our office at 694-5195. Sincerely �eG�✓� Christopher R. Wood, P.E. Principal \1997\04-038 NARAOC a �P.8• N M ma l000 TSH 0 Z EAST 290.8' ® — TEST HOLE \ — MONITOR TUBE o — SEWER CLEAN OUT + — WELL — — EASEMENT I — PROPOSED LEACH HELD ITII2© — DRIVEWAY 7x� WELL i 200' 1/ SEPTIC + 200' NO KNOWN CURTAIN DRAINS NO KNOWN COMMUNITY WELLS —_ I I SCALE I' - 60' WELL/SEPTIC SITE PLAN LEGAL: LOT 54, SEC 25, Tl 5N, R2W OWNER: BRIAN BARBER CONTRACTOR: UNKNOWN JOB#04-038 1 DATE: 6/18/04 1" = 60' EAGLE RIVER ENGINEERING SERVICES AP.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) 694-329; I tz \ 100' PROTECThE , W MEN. R�DIIIS FE i I J I I N 1 Cr_ U e• / I SO ROW UTILITY RESERVATYdN i I 1ST 292.4',- PIONEER DRIVE — — — WELL + 120' SEPTIC + 200' 1 WELL/SEPTIC SITE PLAN LEGAL: LOT 54, SEC 25, Tl 5N, R2W OWNER: BRIAN BARBER CONTRACTOR: UNKNOWN JOB#04-038 1 DATE: 6/18/04 1" = 60' EAGLE RIVER ENGINEERING SERVICES AP.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) 694-329; Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Lot 54, T15N, R2W, Sec.25 June 17, 2004 A. GENERAL 1. The well and septic plan is for a 3 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Ilealth and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test holt excavations shall be filled and monitor tube removed. B. SEPTIC TANK 1. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade maximum — 1% minimum and insulated with 2" of burial foam if shallower than 3 R., with 2 Il. minimum. 2. Septic Tank shall be a minimum of 1,000 gallon tank of MOA approved construction, insulated, or place with 4' of soil cover, min. C. DRAiNFIELD 1. The drainfield is to be placed as shown on the site plan. Contractor shall take extreme care ensure that 10'separtation distance is maintained between trenches, from the lot line, and from the house foundation. 2. The bottom of the drainfield excavation shall be level, plus or minus 1.5", prior to placing gravel. 3. The total depth of the drainfield excavation shall not exceed 8 11. at any point in relation to natural ground surface. 4. The drainfield gravel shall be covered with typar fabric material. 5. Soil or a combination of soil and extruded board insulation to at depth of 3' or equivalent is to be placed over theleachfield. 6. The area over the drainfield is to be finish graded or mounded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH — 7.5' GRAVEL DEPTI I - 4' under pipe, 2" over pipe (4.5' total) DRAINFIELD LENGTH = 40' DRAINFIELD WIDTII = 5' SOIL RATING = 1.2 GPD1W BEDROOM CAPACITY= 3 total SEPTIC TANK = 1000 gallons min. Twenty-four (24) hours notice required for all Inspections. \\Ercs\DOCS\WPDOCS\2004\04-038drainfield- spec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 04-038 Calculated By: CW Date: 06/04/2004 Legal: Lot 54, T11 5N R2W Sec. 25 Single Family 3 Bedroom Dwelling TEST HOLE 1 & 2 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 Percolation rate = 1 Wastewater application rate = 1.2 Required absorption area = 375 Trench width (W) = 5 Gravel depth (D) = 4 gallons minutes per Inch gallons per day per square foot square feet feet feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.50 Total Excavation Depth = 7.5 feet Required length = 38 feet Y -z `31 ,`x% 04-038 drainfieldCalc.xis 4:51 PM06104/2004 Municipality of Anchorage Development Services Department Building Safety Division y,r On -Sita Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchoraae. ak.us (907) 3417904 Soils Log - Percolation Test Performed For. B AP/AV ,f'34 r M V. r-- Date Performed: Legal Description: /•'A M L T Sy Township, Range, Section: 7/ ,P� ,3f'r• -- Oeplh 3- 4- 7- 21- 1 19- 51ar i Dee-w�v�� 0 V A I.* r/P P XVV 5 FF -"/C-;-A VE 1- i.....,bath A tonT'- Q.Fy r)07T6'f Pc EXLAVATIorJ WAS GROUND WATER ENCOUNTERED? �C Date Gross Time 8 IFYES. ATNAWT DEPTH? P&jg_ L Depth to Water After 0 Monitoring? E Date: 9/Wo l Reading Date Gross Time Net Time Depth to Water Net Drop K� PERCOLATION RATE < (.mutw�) PERC HOLE DIAMETER A TESTRUNSETWEEN,_FT AND FT COMMENTS •' 1 PERFORMED BY: Ore COLI P/ P r � N/ i .✓ CERTIFY THAT THIS TES WAg PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPA UIDELINES IN EFFECT ON THIS DATE. DATE: C l,/'/o y Municipality of Anchorage Development Services Department Building Safety Division a„d On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Boz 1966W Anchorage, AK 99519-6650 www.d.anchoraoe. ak.us (907) 343.7904 Soils Log - Percolation Test Performed For. /3R r A n1 r X>r Gr Tr Date Performed: Z5-1JC. led/ Legal Description: '4 T Township, Range, Sectlon: %/T .P;t- ✓ Slope Site Plan T/l -Z .f vk 1AS GROUND WATER I'; ] ENCOUNTERED? ,t/ V 8 ifES•ATWHATOEPTH? L Depth to Water After D Monitoring? 410 M.T E Date: "'—• tu Reading Date Gross Time Net Time Depth to Water Net Drop z o rC f�o •n `iU r l%' 3 g'.S1 T `/rr. PERCOLATION RATE G t (Mn Wlnr7q PERC HOLE DIAMETER roo n TEST RUN BETWEEN FT AND e, FT COMMENTS 1< %&le —10AAJ rMl, PERFORMED BY: iCeP 1'OHR7-K17GN1 ( ERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL'GUMMINES 1 EFFECT ON YHIS DATE. DATE: -