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Home My WebLink AboutT15N R1W SEC 5 LT 18T15N R1W Sec. 5 Lot 18 #051-032-14 PERMIT NO: SW050232 RECORD DRAWl NG p.m. NO: 051-032-14 WASTEWATER DISPOSAL SYSTEM Lot 18 T15N R1W SEC 5 t' ~NEW WELL ~ / / WELL / u~ ~vY__ %P~ Ic ' % / 7 ~ C~SSCWELLIS LOCATE~OV ~ ~ R~XXX / %e ¢. / 200' FROM PROPOSED SEPTIC ~~ ~t/ /-~ ~* SYSTEM % ~¢, ~ ~ ~ DC 40:5 13:5 % ~¥, '~P,4- 78.4~~OPOSED~VELO~ENT DV 47.5 17.0 R~ / ~ / PC1 43.0 32.3 / ~ ~C4 ~ / / ~ PM1 46.2 33.0 / ~ PRIMARY SAS / / ~ ~ ,02 59.3 81.~ ~EA 5'-WIDE~_~H~_~ / & ~ ~6,s ~ 6ozr ~ 5'w/O.5'SD, ~'T¢ ~ / ~ES~ / RC3 ~0.1 ' PC4 94 1 90. II ' TA IZE: 1250 ga o .......... / / / PC1 22:7 44.5 u., ~ Nb o ........ / 2~ 5 WIDE TRENCHES / / ~e ~.0 gpd/SF/ NOTES: 8) Maintain 10' separation to all 5) Location of test holes are ~-,~~'"~, accordance1) All work shallwi,beAMclPe,ormed, .65. in lines.l°t lines and proposed ~ter corners.measured ~ of found lot ~ ~.. ..... ..~ 6) Building location ~om ~ ~ .... ~ -*.~ ~ 2) Materials used shall be in 4) Lots se~ed by pr~ate water As-built su~ey ~ / ~ ~ a~ordancewi~thosesp~ified In sy~em, No wells within lO0' ~ 7)Slopesrevisedpertopo ~ ~ ~ ~MGl$.~.Wa~tow~torDispo~aL p,oposodsgstom, sur~oypo~ormedT~/OO ~....~~ .......... ~....~ ~-----~ ~ 2 ................. ~ ~fi~A~D FO~: ~0~ [~G. SVO, ~;;"i;;;' ~ P.O. BOX 102954 '~,~% ¢~ n~ ./¢~ Mr. Stephen Jefferds ~ ... ...... ... . ANCHORAGE, ALAS~ 9951 ~2~'....~ ~/~o~ .....' ~ ~.o. ~o~ ~$~ ~.,"~ ~ R ~iehardson, AK 272-8218 ~, 272-82~ ~ Fax ~~ 99505 DATE: 11/15/07 ml~A~~ SCALE: 1 "=50'I P~N PERMIT NO: SW060232 RECORD DRAWING DETAILS P.,.D. NO: WASTEWATER DISPOSAL SYSTEM LOT 18 T15N R1W SEC5 ~-,.~F~. Add.d ~.~ n,, w/~ ~' ~ SECTION - , TANK '" ..................... .... > ~'~ ' ......... ' 1) 2' MIN C~ OVER TANK W/INSU~ON, 2 ~CH ~WIDE TRENCHES 60 LONG, 0,5' ED, 2,5' T,D, PROFILE .......... 7' ''~ PREPARED FOR: PANNONE ENG. SVC, LLC ~~ P.O. BOX 102954 ~~ ~/[~ Mr. Stephen J~erds ANCHORAGE, A~S~ 99510 *~ ~"~' ~ ~ Ft. ~lchardson, AK 227-~522 ~, 272-8218 F~ .~ -- ~- ~ 99505 DATE: 11/15/07 DETAILS a a~m~ SCALE: NTS P.01/01 by SULLIVAN WATER WELLS P.O. 80X ~10~/2, ~IUGIAK, N.A~KA ~6?*Ti;LEpHONE s~la-~71e .... DEPTH .EeAm C)E$ORIPTION: ~ / ~ ~ X ~ ~ 0 a~M~ NUUBE~~ ate of Is~ ~' ~'~ ~ ] ~ ~pth of well: ~pe: Cal~ St!ckup ~e G~nd: ~ ~ :: f~ ~t~ W~ ~veIT ~ ~ f~ ~ ~t~ ~ ~ gpm Q S~; 8t~ f~ $top~ f~t ~pth: ~ f~t, to f~ ~1D~t~ Up~ ~mp~tlon?~ QNo Meth~of D~aon: ~.~ ~ ~ )~11~ Name Al I PNTION: It is the responsibility of the p~erty owner to submit a co~ of the well ~og to the ~o~,er authority, Muni0113ality of An;borage: Department of Health &. Human Services and/or Department of Envlr~qn~ental Gons~wation, MatSu I~1~; Department of Envkonmenta~ Conservation. TOTAL P. OI MUNICIPALITY OF ANCHORAGE Development Services Department __\ ~ On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 /~ \~ (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Jul 28, 2006 Expiration Date: Jul 28, 2007 Permit Number: SW060232 Legal Description: T15N R1W SEC 5 LOT 18 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: STEPHEN JEFFERD Owner Address: PO BOX 5336 FT. RICHARDSON , AK 99505- Parcel ID: 051-032-14 Site Address: NHN ORIGINAL AVE Lot Size: 87120 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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: Date: 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. Property owner(s) Stephen Jefferd Mailing addressP.O. Box 5336, Ft Richardson, AK Site address NHN Original Ave, Chu.qiak Legal description (Sub'd., Block & Lot) Lot 18 Legal description (Township, Range & Section) Lot Size 87,120 Sq. Ft. Day phone 384-2046 Zip Code 99505 Zip Code Tt5N, R1W,.~/S~ ~'E~ Number of Bedrooms THIS APPLICATION IS FOR ([~ all that apply): Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: 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, Pannone Engineering Services, LLC, ~ ~ (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services, LLC Consulting Engineers July 24, 2006 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 18, T15N, R1W, S5 SM Well & Septic System Permit Request Response to Comments Ladies and Gentlemen: P.O. Box 102954 Anchorage, Alaska, 99510 (9071272-8218 Fax I am writing to request a permit to construct new well and septic system be issued for this proPerty. The initial request was made on July 5, 2006. Your department issued two comments concerning the initial submittal on July 11, 2006, which I responded to on July 14, 2005. On July 20, 2006 your department issued two additional comments. I will address those comments in this letter in the same order they were presented. Comment: The new site plan has test holes in different location. Response: Two lot corners where found. The test holes were located off of these two lot corners and the site plan revised accordingly. Comment: The legal description we (MOA OD) have differs from yours. Can you check this out? Response: Based on the information obtained off the MOA Land Information web-site, the legal description is Lot 18, T151~, RlW, Design Elements The proposed systems will serve a four-bedroom single-family house. Currently the lot is undeveloped. The proposed well location is in the northeast corner of the lot, over 100 feet from the proposed septic system. There are no septic systems within 100 feet of the proposed well location. 1. Soils. Two test holes were excavated and logged. See the attached soils logs. Each test hole had a percolation test performed. Ground water was observed originally at a depth of 12 feet in test hole one during the excavation and stabilized at a depth of 11 Page 2 of 2 feet below ground level on dune 30, 2006. Test hole two was dry. Bedrock was not encountered in the test holes. It is my opinion that the overall soils appearance of the soils, an application rate of 1 gallons/day/square feet should be used using a conventional treatment system. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Faster than 1 Min Per Inch 1 gpdpsf 4 600 gallons per day 600 sf -2.5 feet with two feet of sand 0.5 feet 5 feet 0.0 120 feet 120 feet 600 sf 1250g steel septic tank 3. Surface Water: There is no surface water within 200 feet of the proposed system. 4. Topography: The average topography in the area of the proposed septic system is approximately 1 to 5 percent sloping to the northwest. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. I have attached a revise site plan. I request a permit be issued for this property. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Letters\18 T15N R3WS5.003.doc Pannone Engineering Ser~ices~ LLC Consulting Engineers (907) 272-8218 P.O. Box 102954 Anchorage, Alaska, 99510 (907~ 272-8218 Fax July 14, 2006 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 18, T15N, RlW, S9 SM Well & Septic System Permit Request Response to Comments Ladies and Gentlemen: I am writing to request a permit to construct new well and septic system be issued for this property. The initial request was made on ,July 5, 2006. Your department issued two comments concerning the initial submittal on ,July 11, 2006. I will address those comments in this letter in the same order they ~vere presented. Comment: Total Depth on site plan differs from the total depth listed elsewhere. Response: Total depth on the site plan was clarified. Comment: The site plan shall have a description of the topography area of excess slope, and extent of slopes and surface drainage patterns within 100 feet of any part of the system or portions of the lot intended for use for on-site wastewater disposal (AMC 15.65.030 D). Please provide this information on the site plan. Response: The required infmmation was added to the site plan. Design Elements The proposed systems will serve a four-bedroom single-family house. Currently the lot is undeveloped. The proposed well location is in the northeast corner of the lot, over 100 feet from the proposed septic system. There are no septic systems within 100 feet of the proposed well location. 1. Soils. Two test holes were excavated and logged. See the attached soils logs. Each test hole had a percolation test performed. Ground water was observed originally at a depth of 12 feet in test hole one during the excavation and stabilized at a depth of 11 feet below ground level on June 30, 2006. Test hole two was dry. Bedrock was not Page 2 of 2 encountered in the test holes. It is my opinion that the overall soils appearance of the soils, an application rate of 1 gallons/day/square feet should be used using a conventional treatment system. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Faster than 1 Min Per Inch 1 gpdpsf 4 600 gallons per day 600 sf -2.5 feet with two feet of sand 0.5 feet 5 feet 0.0 120 feet 120 feet 600 sf 1250g steel septic tank 3. Surface Water: There is no surface water within 200 feet of the proposed system. 4. Topography: The average topography in the area of the proposed septic system is approximately 1 to 5 percent sloping to the northwest. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. I have attached a revise site plan. I request a permit be issued for this property. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, ~P.E. Civil Engineer Attachments: C: \Work\Letters\ 18 T15N R3WS9.002.doc PERMIT NO: SW06 DESIGN DRAWING P.I.D, NO: 050-081-73 WASTEWATER DISPOSAL SYSTEM Lot 18 TISN R1W SEC 5 NO WELLS OR SEPTICS WITHIN 100' OF~ / OR,G,.^LA.~ PROP~EDDEVSLOPMS.T / 20~ FROM PROPOSED SEPTIC ~ ~ PROPOSED PRIMARY SA ~ . optic / ~ / / / / ~ SO~L~T~N~/~gpa/SF ~ :: NO WEL~ OR SEPTICS W~IN 100 OF / ~/ ~ With 2 FT S~ND PROPOSED DEVELOPME~ / ] ~ SIZE: 120 ~F xS' W~ ED, 2~' TE // NOTES: 3) Main~in 10' separation to all 5) Location of test holes am .~_~--__--.~a ~.~--~ ~ 1} All wo~ shall be pe~ormed in lot lin~ and proposed ~ter measured off of found lot ~ a~o~an~ wi~ AMC15.65. lines. ~mem. ~ ~ ,*' ~ ~%~ ~ 2) Materials used shall be in 4) Lots sewed by private water ~-- : ~ ~ .. ~. a~ordan~with~osespeclfled in system. Nowellswithinl00'of ~$ 49 TH ~ ~ ~ ~ AMC15.65, Waste~ter Disp~al. proposed sy~em. ............ Mr. Stephen Je~rds ANCHO~GE, ALAS~ 995~0 P.O. Box 5336 Ft Richardson, AK 272-8218 P, 272-8211 Fax 99505 ~ CATE: 07~06 I SCALE: 1"=60' PLAN PERMIT NO: SW06 DESIGN DRAWING DETAILS WASTEWATER DISPOSAL SYSTEM LOT 18 TISN RlW SEC5 P.I.D. NO: 050-081-73 MIn -10 SECTION IEW 1250 g SEPTIC TANK NOTES: 1 ) 2' MIN COVER OVER TANK W/INSULATION, 2 EACH 5-WIDE TRENCHES 60 LONG, 0,5' ED, 2.5' T.D. PROFILE PREPARED FOR: Mr. Stephen Jefferds P.O. Box 5336 Ft. Richardson, AK 99505 PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P; 272-8218 Fax DATE: 07-5-06 I DETAILS SCALE: NTS PERFORMED FOR: LEGAL DESCRIPTION: Test Hole 1 OR ML SP/SM GP BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O, BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Stephen Jefferds DATE PERFORMED: 06-20-06 T15N R1W SEC5 LOT 18 Organics Brown Silts Poody Graded Sand w/silt layem Poorly graded gravels with little fines SLOPE TEST SITE PLAN WAS GROUNDWATER ENCOUNTERED? Yes IF YES, ATWHAT DEPTH? 12ff DEPTH TO WATER AFTER MONITORING? lift DATE: 6/30/06 EST HOLEx RE^O,. eATe CLOCK .eT TIMe WJ'V .ET O.OP TIME READING 26/20106 Perc Rate [aster than I MPI water came up 4 inches and was gone in 3 rain afl, er Pouring 5 gal into hole PERCOLATION RATE faster than 1 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FEET AND 6 FEET COMMENTS: Test hole excavated by Russ Thorp. PERFORMED BY: S. PANNONE~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PERFORMED FOR: LEGAL DESCRIPTION: SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Stephen Jefferds DATE PERFORMED: 06-20-06 T15N RIW SEC5 LOT18 TEST HOLE 2 OR ML SM GP BOH Organics Light Brown Silt Silty Sand Poorly graded gravel SLOPE ( TEST HOLE SITE PLAN WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? .... DEPTH TO WATER AFTER MONITORING? Dry DATE: 6/30/06 xTEST HOLE TIME READING CLOCK WATER READING DA~ NET ~IME LEVEL NET DROP Parc Rate faster than 1 MPI water same up 4 inches end was gone n 3 rain after Pouring 5 ga[ Iht0 hole PERCOLATION RATE Faster than 1 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by Russ Thorp. PERFORMED BY: S. PANNONE~ P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 3 OR ML SM GP BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Stephen Jefferds DATE PERFORMED: 09-12-06 T15N R1W SEC5 LOT18 Organics Light Brown Silt Silty Sand Poorly graded gravel SLOPE ; TEST HOLE TH TH WASGROUNDWATER ENCOUNTERED?~N IFYES, AT WHAT DEPTH? .... DEPTH TO WATER AFTER MONITORING? Dry DATE: 10/15/06 xTEST HOLE Perc Rate faster than 1 MPi.Water came up 1,5" and was gone in approx 3 rain after pouring 5 gal into hole, PERCOLATION RATE Faster than 1 (rain/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS: Test hole excavated by Russ Thorp. PERFORMED BY: S. PANNONE, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.