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Home My WebLink AboutSKYHILLS PH 3 BLK 3 LT 25 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 - TAHF-- ON-SITE WASTE1NATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jun 05, 2001 Expiration Date: Jun 05, 2002 Permit Number: SW010163 Legal Description: SKYHILLS PH 3 BLK 3 LT 25 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: GUY INGRIM Owner Address: NHN SKY MOUNTAIN CIRCLE ANCHORAGE, AK 99516- ParcellD: 011-122-57 Site Address: Lot Size: 41626 SQ. FT. Total Bedrooms: 6 Permit Bedrooms: 6 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. Ail requirements specified Jn 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: Issued By: Municipality of Anchorage Development Services Department Building Safety Dlvlskm On-Site Water & Wastewater Program 4700 Soulh Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.nnchorage.ak.us (9o7) ~4~79o4 Parcel I.D. 01 1 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAHILY DWELLING Permit Number Proper~ owner(s) Mailing address (1) Mading address (2) GUY INGRtM Day phone 1842 WEST NORTHERN LIGHTS ' ANCHORAGE. AK 272-6122 99517 Legaldesc~pflon(Lot, Block&Sub'd.) LOT 25. BLOCK 3: SKY HILLS SUBDtV1SION PHASE Legal descflpflon (Section, Township & Range) N/A Lot Size 41,626 Acres/Sq.FL Number of Bedrooms 6 Well Only Water Storage THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Jam~-~,l Water Softening Unit THIS PROPERTY CONTAINS: Hot Tub ~r~ Swimming Pool Therapy Pool [] I certify that the above informaUon 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 &: WASTE'WATER CONSULTANTS, INC. (Signalum of property ownor of authoflzod agonl) Permit Fees: '-'}, Date of Payment: Receipt Number:. WaN'er Fees: Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER CONSULTANTS, INC. -- July 27, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water & Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 Ref: Revision to Septic System Design for Lot 25, Block 3, Sky Hills Subdivision Phase//3 ,. To whom it may concern: The proposed 6 bedroom house will be served by public water and a private septic system· Two test holes were excavated on the property by Michael E. Anderson, P.E. An additional test hole was excavated by AWWC on 7/19/2001. The proposed septic system will be designed around the 30 foot radius of this test hole· We are proposing that a new 2000 gallon septic tank and a deep trench type drainfield bc installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring~ and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft~ should be used. 2. TRENCll DESIGN: a. Percolation Rate: 2 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 6 d. Design Flow: 900 gallons per day e. Minimum Absorption Area: 750 ft2 f. Total Depth: 12 feet (max.) g. Effective Depth: 8 feet h. Width: 2.5 feet i. Reduction Factor: N/A ~. Minimum Length: 50 feet long Effective absorption area = 800 ft2 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPIIY: As can be seen on the attached topography draxving, there are no slope concerns. The trenches are to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. NOTE: Attached is a site plan drawing, a design drawing, a topography drawing, a soils log. 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 * Website: akwwc.com LOT 20. Bt. OCK SkY HILLS LOT 19. BLOCK SKY H~LLS S/O PROPOSED (SEE DESIGN, PAGE 2 OF 2) LOT 21. BLOCK SKY H~U.S S/D LOT 22. BLOCK 3; SKY Htr.CS S/D ~5 LOT 24. BLOCK SKY H~U.S S/D ANDERSON, P.E. TEST HOLE 125-3-A LOT 23, BLOCK SKY HILLS $/D LOT 18. BLOCK 3: S~Y H;Lt~ S/D ~2 NOTE: ALL PROPERTIES SHOWN ARE SERVED BY PUBUC WATER AND PRIVATE SEPTIC SYSTEMS. sr~ LOT 17. BLOCK 3; S~ H~U.S S/O 12 LOT 18. BLOCK SKY H~LLS S/D HOLE /25-3-B LOT 26. BLOCK SKY HILLS $/O / /' / / / i / / OAT[: ~ 7/27/2001 .............. DRAWN BY.' ALASKA WATER & WASTE&&TtTER J,L.M./J.W.M. CONSULTANTS, INC. ~ 6~01 ~ ROAD, '~LI~TE ~g · ANCHO~AGI~. AK 4~54~ · ~ (g07)337-6179 · F~ (907~3~Z&6 1 w = 1 00I PREP~ F~ PHONE NUMBS: P~E NUMBS: GUY INGRIM 272-6~22 1 OF 2 SKY HILLS SUBDIVISION PHASE ~3; LOT 25, BLOCK SITE P~N FOR SEPTIC SYSTEM DESIGN REVISION LOT ~. BLOCK SKY H]LL~ $/O PROPOSED 6 BEDROOM HOUSE / LOT 2g, eLOCK 3; / SKY H~U.S S/D 13 ~:.,.._! *,,. .... I I / / / / / / / -PROPOSED 2000 GALLON SEPtiC TANK -MtCHAEL E. ANDERSON. ~ HOLE ~25-3-A INSTALL DOUBLE CLE. ANOUT AIASICS~ WATER & WASTEWATER CONSULTANTS, INC.' PREPARED FOR: PHONE NUMBER: GUY INGRIId 272-6122 L~G~,L DESCRIPTION: SKY HILLS SUBDIVISION PHASE ~3; LOT 25, BLOCK 5, DESIGN REVISION FOR PROPOSED SEPTIC SYSTEM 7/27/2001 J.L.M./J.W.U. 1" = 40' 20F2 ~SKA XVATER & ~VASTE~VATER CONSULTANTS. INC.- ISOIL LOG - PERCOLATION TESTI SKY HILLS SUBDMSION ~3; LOT 25, BLOCK 3 CUY INCRAM DATE: 7/19/2001 LEGAL DESCRIPTION: PERFORMED FOR: DfEeFet( ,,eP~ ~ ORGANICS .~ ..__,4"='.'L' ~5--:'":':' .'.:.:. :.:.:.. ~.O~ 20 ITEST HOLE #~1 SOIL CLASSIFICATIONS :~ GW ~--~-- - -_ _- ORG ~ GP ~ ML ~ GM ~ CL ~ GC OL ~ SW MH ~.~ SP CH ~ SM OH ~_~P'~ SC DEPTH TO DATE GROUNDWATER DRY 7/19/01 DRY 7/2S/01 SEE SITE PLAN DRAWING FOR TEST HOLE LOCATION DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 7/27/2001 1 12:44 - 6' - 2 12:53 8.5 o' 6' 3 12:54 - 6' - 4 1:04 10 0.5' 5.5 5 1:04 _ 6' - 6 1:14 10 0.875' 5.175' 7 1:14 - 6' - 8 1:24 10 1' 5' 9 1:25 - 6" - 10 1:35 10 1' 5' 11 1:35 _ 6" - 12 1:45 10 1' PERCOLATION RATE 2.0 .(HIN./INCH) PERC. HOLE DIA. 6' ,(INCHES) TEST RUN BETWEEN 7.5 FT. AND 8.0 FT. COMMENTS: PERFORMED BY ALASKA WATER & WASTEWATER l, JEFFREY A. OARNESS, CERTIFY THAT THIS ~/ASFERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 'X/3:'?/OI ~ 24 I0 '~1 LZI;'SZ99/06 'Oil lO~-t -'--'~SLOPE 24-5-B 'I'P DRAIN AGE ~._..~----- :MEN'[."-' :24 ^ 41,347 ?P I'P 41,892 Lega! Description: L.oi. ZS,..J310ck 3~,.~ky HiUs Phase I{{ SLOPE SITE PLAN m{m 1 aG/PT TESTHOLE NO. 2~5-3-A ,4 5 6 7 iJ 8 B Wes Groundwaler :! 9 Enco,Jnlered? No S If Yet, Whal Depth? L q 10 Depth Io Water O SP After Monitoring None P 11 Date: 10/10199 E 5% 10% 12 Fine Sand treading Dale Gross Net Depth To Net Time Time Water OroD I 13 1 27-Sep 944 .5" 2 9.54 10 5.5' 5" 14 3 9:55 ,5' 4 10.05 10 5.5' 5" 15 5 ~ 10:05 .75" 6 10:16 10 5.75' 5" 17 19 ~,ottom of Hole Perc. Rate: 2 Min./inch Perc. Hate Diameler: 6" Test Run Between 7 Ft. and 8 Ft Comments' Percolat{o,-, Cavity Presoaked Prior toTetting. Performed By; Ed Sende"son I. Alichael E And{,rson Certify That This Test Was Performed tn Accordance VVith All St3le and Munic~DaT Guidelines I,~ Effect On This Date: 10120199 I !B I I Mar-20-O1 02:lip Permit Counter Municipalit,,, of Ar, chorage Department of Health & Human Services 825 L Street, Anchorage, AK 99502-0650 SOILS LOG - PERCOLATION TEST Pedormed For: Bob Kle;n ~ Legal OescriplJon: Lo.L?,.,5.._~ock 3. Sky Hit's Phase III SLOPE 907 3~.3 8250 P,01 -'"" ~'~,' ..... r,. ~~ ~ '; ..... Date PedDled: ~~r~ SITE P~N 1 2 3 4 5 6 7 OG~T TESTHOLF- NO. 25-3-B /_ 8 9 10 11 SP Was Ground~vater E~countered? No S If Yet, What Depth? L Depth to Water O After Monitoring None P Date: 10110199 E 5% - 10% 12 13 14 15 16 Fine SanO Reading Date Gross Net Depth To Net Time Time Water Drop I 27-Sep 11:15 .25" 2 11:25 10 525" 5" 3 11:25 .5" 4 11:36 10 5.5" 5" 5 11:37 .25" 6 41:47 10 525" 5" 17 19 Bottom of Hole Perc. Rate: 2 Mtn/Inch Parc. Hole D~ameler: 6" Test Run Bet'~,*een 7 Ft. end 8 FI. Comments: Percolat;on Cawty Presoaked Prior to Testing. Performed By: E.d_.~a ~q_~rson. I, I~,~ichael E ~.nde"s.e~ Certify That This Test Was Performed In Aceord,ance W~th All Sta~e and Municipal Guidelines tn E~ect On This Date: 10/20/99