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Home My WebLink AboutSTOLLE BLK 3 LT 10Stoll Block 3 Lot 10 #020-021-22 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? XX Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. Permit Number: SW020387 Nome: WILLIAM & JACOUELYN MORRISSEY 18612 SOUTH KANACA LP. * EAGLE RIVER. AK 99577 (907) 622-1018 4 LEGAL DESCRIPTION Municipality of Anchorage . o Development Servlces Department Building Safety Division ~,= = '-;.-~ On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 On-Site Wastewater Disposal System and/or Well Inspection Report PID Number: 020-021-22 I~lock: Lot: Subdivision: .t 10 STOLLE Township: Range: Sect;on: WELL: · New C1 Upgrade PRIVATE 150 n. 20 Wastewater System: · New [] Upgrade ABSORPTION FIELD rlDeep Trench · Shallow Trench ri Bed riMound riOther 1.2 ~,o/s~. rtl SEE DWG SEE DWG r,. 0.5 ,~. SEE DWG r,. 50 (100 TOTAL)n. 5 rt. 2 .513 so.r~. D 3034/ F-810 ALPINE DRILLING 10/26/02 "'~: 2 c...J~''' s'' ~:50 ~ Jc~.,,~ ~,., . SEPARATION DISTANCES T~.~TM Septic Absorption UTi Holding Tonk Fie)d Station Tank Well 100'+ 100'+ -- -- 2 25'+ Surface Water 100'+ I00'+ -- - Lot llne 5'+ *5'+ - -- Foundation 5'+ 10'+ - - Curtain Oroin NONE KNOWN I Remarks: *REOUESTED 5 FOOT LOT LINE WAIVER AKWWC 1 O/15-16/2002 TANK · Septic [3 Hold;rig 0 S.T.E.P. [3 Other ANCHORAGE TANK 1.500 FIBERGLASS 2 LIFT STATION ~ BENCH MARK BOTTOM OF TANK Inspections performed by: AKWWC, INC. Dates: 1st 10/15/2002 2nd 10/16/2002 3rd 10/16/2002 Development Services Department Approval Reviewed and approved by:/'~'"~~ Date: II Iq '~ pERMIT NUUBER: SW020587 NEW AS- BUILT D RAWIN G 1500 C. ALLON FIBERGLASS SEPTIC TANK DBL1-. / / / / / / R.OW SPUTTER ALASIC~ WATER & WASTEWATER CONSULTANTS, INC. PREPA~F.D FOR: PHONE NUMBER: WILLIAM & JACOUELYN MORRISS£Y 622-1018 STOLL£ SUBDIVISION: LOT 10, BLOCK 5 AS-BUILT DRAWING OF' SEPTIC SYSTEM UPGRADE PARC~. ID NUMBER: 020-021-22 124.55 77.16 DBL2 128.21 75.62 irs 129.18 72.57 CO1 152.81 76.14 MT1 153.10 74.64 10/22/2002 DRAWN BY: Z.T.G. $C.~.~ 1" = 40' PAGE NUMBFr. J~ 20F3 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water& Wastewater Pn~gram 4700 South Bragaw Street P.O. Box 196~50, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Oct 04, 2002 Expiration Date: Oct 04, 2003 Permit Number: SW020387 Legal Description: STOLLE BLK 3 LT 10 Design Engineer;. 0041 AK Water & Wastewater Consultan' Owner Name: William and Jacqueiyn Morrisey OwnerAddress: 18612 South Kanaga Loop Total Bedrooms: 4 Anchorage, AK 99577- Parcel ID: 020-021-22 Site Address: Lot Size: 40925 SQ. FT. 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. Ail 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: Issued By: G¢or!le 1'. IVuerch. Ma!lOt Municipality of Anchorage Building Safety Division Anchorage ill,America Ci~ 2002 11/I 9/2002 Alaska Water and Waste WAter Consultants 6901 Debarr Rd, Ste 2B Anchorage, Alaska 99504 Subject: Waiver Request for Lot Line Waiver Request #WR020088 Parcel ID #020-021-22 Dear Jeff Gamess: Your request for a waiver of the required 10 feet horizontal separation from the absorption field to property line has been approved. The approved separation distance is 5.0 feet. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, \Citvt, Engineer K)~-Site Water & Wastewater Program P.O. Box l!X~(~50 * Anchorage, Alaska 90519-6C~-'-,0 · Tclcphonc: (907) 3~3-8301 · Fa.x: (907) 843-8200 47(X) South Bragaw Strcct · Anchorage, Alaska (.~)507 h t t i)://www.cl.nnchorag¢.ak.us Municip llty of Anchorage Development Services Department Building Safety Division On-Site Water and Wnstewater Pwgram 4700 Brasaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WR#:: 020088 PII:)t/: ~ I'-IA~: Permit~: SW0203~? Date Received: 11119/02 Legal Description: Stolle 5/I:) Block 3 Lot t0 Engineer. Alaska Water and Waste Water Consultants Applicant: William Morrissev Waiver Requested: Lot line waiver of $ feef~ Criteria: Geology A. Water Table B. Soil Sorpfion C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: Waiver is Granted: J Waiver is not Granted: List Conditions or Reasons for above: / ~ \ II~ame of Reviewer Rec~: 28310 ^mount: $tl}Q Dat~,~aid:.1111912002 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.a nchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR ~, SINGLE FAHILY DWELLING Parcel I.D. 020-021-22 Permit Number Property owner(s) Mailing address (1) Mailing address (2) WILLIAM &: JACQUELYN MORR1SSEY 18612 SOUTH KANAGA LOOP * ANCHORAGE. AK Day phone Zip Code Legal description (Lot, Block&Sub'd.) LOT 10. BLOCK 3: STOLLE SUBDR/ISION Legal description (Section, Township & Range) N./A Lot Size Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade 622-1018 THIS PROPERTY CONTAINS: Hot Tub []~ Swimming Pool Therapy Pool [] 99577 Well Only Water Storage Jacuzzi Water Softening Unit I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and's 'n accordance with applicable Mumcipal codes. ALASKA WATER &: WASTEWATER CONSULTANTS, INC. (Signoturc of propcdy owncr or authorizcd egcnt) PermitFees:tk~l~ d/~[ItJ¢¢~WaiverFees: ~ '~0'''~ Date of Payment: ~/~/0,~ Date of Payment: Receipt Number:. ,~.'~ ~ ~ Receipt Number: NE 114 ~C. 6. ~# R2~ 377 ALASIG WATER & WASTEWATER CONSULTANTS, INC. September 24, 2002 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water 8: Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed and Well Septic System Design for Lot 10, Block 3; Stolle Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. Two test holes were excavated in the area of the proposed septic system. The drainfields will be designed around the 30 foot radius of these test holes. We are proposing that a 1250 gallon septic tank and dual five foot wide drainfields be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCtl DESIGN: a. Percolation Rate: $ & <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft2 f. Total Depth: 3 feet (max.) g. Sand Filter: 2 feet h. Effective Depth: 0.5 feet i. Width: 5 feet j. Minimum Length: 100 feet ( 2 (~ 50 feet ) k Effective absorption area = 513 fl~each 3. SURFACE WATERS: There are no surface waters within I00 feet of the proposed design. 4. TOPOGRAPIIY: The average topography in the area of the proposed drainfields is a 10%- 15% slope running approximately east to south; in short, there are no slope concerns. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 5. LOT LINE WAIVER: We request a five foot lot line waiver to the proposed drainfields. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you I;,ave any questions, please contact us at 337-6179. Thank you for your assistance. //5./ Sincerel:'~d/~ ~r[~~. NOTE: Attached is a site plan drawing, a design drawing, a trench detail drawing, two soil logs, a topographical drawing, and a 7page construction specification letter which are allpart 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 12. BLOCK STOU.; $,/0 LOT I. BLOCK 4 STOU. Z S/O LOT 2, BLOCK 4 smu. z S/D LOT 2, BLOCK 1 ST0U. Z S/D ALASICS, WATER & WASTEWATER LOT 8, BLOCK 3 sTou. z s~ CONSULTANTS, INC. PREPARED FOR PHONF NUMBER: WILLIAM &: JACQUELYN IdORRISSEY 622-1018 LEGAL DESCRIPTION: STOLLE SUBDIVISION; LOT 10, BLOCK 5 1~P£ OF WORK: PROPOSED SEPTIC SYSTEM LOT 9. BLOCK 3 STOLL~ \ , \ I ! LOT 3. BLOCK 2 STOU~ S/D ALTERNATE SITE LOT 4, BLOCK 2 STO,, r S/D 9/25/2002 DRAWN BY: Z.T.O 1' = 100' 1 OF3 PROPOSED 1250 GAU. ON SEPTtC IN~TALL DOUBLE Cl..~OUT~-- / INS'TALL FOUNDA110N ~ ./~/~oo~ ~,~ OF.,~ ............................................. DRAWN BY: .""" CONSULTANTS, INC. 1' : 40 MONITORING 11JBr' FROM -50 I.t.t.i LONG 50 t.r.t.f LONG ALASKA WATER & WASTEWATER CONSULTANTS, INC. PRE. PAReD FOR: PHONr NUMBER: WILLIAM &: JACQUELYN MORISSEY (907) 622-1018 LEGAL O~aCRIPT10N: STOLLE SUBDIVISION; LOT 10, BLOCK $ TIP[ OF WORK: DETAIL OF PROPOSED TREHCH 9/25/2002 DP~WN BY: Z.T.O. H.T.S. 30F'3 ALASKA WATER & WASTEWATER Al 'AS I~ WATER & WASTEWATER ~il;~~!0t · " JSOIL LOG - PERCO~TION TESTI PEEFORUED FOE: MIC~L ~O~ DA~: S/22J2~2 ~h e~ '..3. ..... '" ~ (f.t) ::::~ ITEST HOLE ~1I '~~ 1 '~--~;;;; ORGANICS SI B.0.H. 11-- 12-- 13-- SP 14-- 15-- ML SOIL CLASSIFICATIONS ~GW ~ ORG ~ GP JT[~T~ ML J~]~[~ GM CL GC OL ° SW NH ~ SP CH SM OH SC DEPTH TO GROUNDWATER DATE 7.5' 8/22/2002 6.7' 8/23/2002 L~' ¥~/~ DATE 8/25/2002 READING CLOCK NET TINE WATER LEVEL NET DROP TINE (NINUTES) READING (INCHES) 2 - 5 O' 6' 4 - 5 O' 6' 6 - 5 O' 6' 16-- 17-- 18-- 19-- 20 SOILS LOGGED BY: COMMENTS: PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 ~INCHES) TEST RUN BETWEEN. 2 FT. AND 5 FT. A FOUR HOURPRESOAKWAS PERFORMED: DYES I NO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHARIAH CALL P£RFORUED BY AKWWC. INC. I. JEt. F~EY A. GARNESS. CERTIFY THAT THIS WAS/P£RJ/ORUED WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON THIS DATE: IN ACCORDANCE ALASKA ~VATER & WAfiTEWATER ff~.7." Lglu ~[~ '...'~.~ CONSULTANTS. INC. '"' .... ..... JSOIL LO0 PERCO~TION TESTJ ~./~ ....... ~ DESCRI~0N: ~0~ SUBD~SION; LOT 10, ~L~K ~ '~A~fr~J~. G~me~.: ~ 1 ~ ORGANICS 8-- ML 9m U.O.II. 10-- 12m 13-- SOIL CLASSIFICATIONS '-~"~' GW ~ ORG ~,.~,~ ~ GP ML GM CL GC OL SW HH SP CH SH OH SC DEPTH TO GROUNDWATER DATE DRY 8/22/2002 DRY 8/23/2002 Dky DATE 8/23/2002 READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 2 - <1 O" 6' 4 - <1 O' 6' ,5 - - 6' - 6 - <1 O' 6' 16-- 17-- 18-- 19-- 20 SOILS LOGGED BY: COMMENTS: PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 2 FT. AND 3 FT. A FOUR HOUR PRESOAK WAS PERFORMED: I--lYES I NO SUSAN OSWALT PERCOLATION TEST PERFORMED BY: ZACHARIAH CALL PERFORMED BY AKWWC, INC. I, JEFFREY A. OARNESS, CERTIFY THAT THIS WA..~ PEPJFORMED WITH ALL STATE AND MUNICIPAL OUIDEUNES IN EFFECT ON THIS DATE: IN ACCORDANCE