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HomeMy WebLinkAboutSNOWSHOE ESTATE LT 1Snowsho Estate Lot I #050-751-65 EXPIRED PERM:I::T .. · ' . iii-America Ci~ Gcor!le 1~. ll'uerch. .llayor 2002 M.~rch 11, 2003 .Michael Quina PO Box 772641. · Eagle River AK 99577 Subject: On-Site Water and/or Wastewater Permit. · Pe~iiiit Number: SW020065 ' · liLe~al DeScription: SnoWshoe Estate Lot I ~ Dear Michael Quinn: An On-Site Water/Wastewater Permit, number SW020065, issued by this office for a single-famil9 system, will expire on April 16, 2003~ This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log musi be sent to this office for documentation of the installation and to close the permit. If this permit was fo.r a waste,,yater disposal system, an.original as-built inspection report must be sent to this office for review, approval and documentation. 'This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are r6quired to be submitted.within 30 days of the completign of the system. If no system was installed uhder this permit, and you are still planning to install a.well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee orS100.00 if the renewal application is received on or before the expiration date of · the original permit.. When applying for a new permit, the fees are: $400.00 for a wastewater pet~ifit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Manager On-Site Water and Wastewater Program Enc: Copy of permit I'.O. Box 196650 *Anchoragc, Alaska 99519-6650 * Tclcphonc: (907) 3-~3-8,301 * Fa.x: (907) 3~t3-8200 4700 South Bragaw Strcct* A,~choragc, Alaska 99507 httl~://~vww.ci.anchoragc.ak.us (E£rti[i£1) rilling by DOC CO,~ba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2750 ................... ( "' DEPTH ADDRESS: F,o,, 'to LEGAL DESCRIPTION: ['"~t~ (~ ~.~ ~' ,,4/t'O DATE: (O/Jh /~' PERMIT NUMBER: ~A~ ~ Date of Issue -- II J)']f T~ IDENTIFICATION NUMBER: ~O- Is well I~ated at approve pe~it location? Method of Drilling: ~taW ~ cable tool Depth of well:~ 4 ~ Casing Type ~Wall ~ickness ' Diameter ~ Il ~ feet inches, depth Liner Type: ~ ~ Casing Stickup Above Ground: ~ · feet Static Water Level: ~ ~ ~ feet R~over Rate: ~ gpm Method of T~ting: ~ I ~ Well Intake Opening Type: ~n end O open hole ~ Scr~n~; Start feet Stopped feet ~ Pedorations Sta~ feet St~ed, feet Grout Type:, ~.;~T~TEVolume~l~- Depth: from O feet, to ~ O ~ feet Well Disinf~ Upon Completion? ~ O No Meth~ of Disinfection: ~Z ~ ~,g~ Comments: Driller's Name A'I-I'ENTION: It is the responsibility of the property owner to submit a copy of the well Icg to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. . 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 I WATER SUPPLY PERMIT Initial Date Issued: Apr 16, 2002 Expiration Date: Apr 16, 2003 Permit Number: SW020065 Legal Description: SNOWSHOE ESTATE LT 1 Design Engineer: 0003 S & S Engineering Owner Name: Michael Quinn Owner Address: PO Box 772641 Eagle River, AK 99577- Parcel ID: 050-751-65 Site Address: Lot Size: 159672 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] Privy [] Private Well r-~ 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: ^. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: /'~//'7/0 7.. Date: Parcel I.D. 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 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number SW0~0065- Properly owner(s) Mailing address (1) Mailing address (2) Day phone Zip Code Legal description (Lot, Block & Sub'd.) LO T Legal description (Section, Township & Range) Lot Size //,~ 7, ~-~'7 ~, Acres/Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] ~ Water Storage [] [] Jacuzzi ['-I [] Water Softening Unit [] I certify that the above information is correct. I, fudher certify that this application is being made for a Slngle Family Dwelling and is in accordance with applicable Municipal Codes. $ & S ENGINEERING Ea~le Rivert Alaska (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev, 12/00) Waiver Fees: Dale of Payment: C(~ .+./~"~ Receipt Number: April 1, 2002 ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MAiN EXTEN~IOR~ ENGINE Elllt,"G STUDIES AND nEPonr$ WELL IN~PECI~Ot,I & FLOW TEST SfTE ~I.AL,"3 RON) ST ~UCTUrU',L & k~CHAN~CAL W4SPECTIOt4S WAqTEWATEfl E~F'CC, AL SYSI E M DESI~d,,I MUNICIPALITY OF ANCHORAGE Development Services Department .. P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Snowshoe SK) (' P~,.~.¥ ~or ~ It is requested that you issue a permit to install a septic system to serve the proposed three bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time ofexcavationW27/00 water was not found. After seven days of ground water monitoring water was found at 11.5 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. Ifyou require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/jhm Enclosure 7034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 00577 S7034 EAGLE R~VER LOOP ROAD PHON[~ (907)694-2979 PAXl (907)694-1211 3 LLCAL: LOT 1, SNOWSHOE ESTATE J.H.M.I R.C.C. DESIGN CRITERIA: 3 BDRM = 450 GPD SOILS = 1.2 GPD/SQ.Fr. 450/1.2 = 375 SQ.FT. REQ'D. TRENCH CRITERIA: 6' DlglgP 5' EFFECTIVE 3§' LONG \ 1 ALL PORTIONS OF SYSTEM WITH LESS THAN ,5.5' OF COVER REQUIRE INSULATION. S/D 4-1-02 2 OF 2 STRUCTURES. EASEMENTS. OR ENCROACHMENTS SIIOWN ON THIS SiTE PLAN ARE AS SHOWN ON AN AS-BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING iT IS Tile RESPONSII]iLTY OF THE CONTRACTOR TO VERIFY EASEMENTS. REQUIRED SEPARATION DISTANCES. AND PROPERTY LINES PRIOR TO CONSTRUCTION. 4 \  \ CONTRACTOR IS REQUIRED TO \ . OBTAIN UTILITY LOCATES · v PRIOR TO ANY EXCAVATION WORK. · \ \ . 3 £~GL£ mV£R. ALASI(~ 995~I PHON[~ (907)694-2979 rAxt (907)694-1211 LgGm.: J.II.M. DESIGN CRITERIA: 3 BDRM = 450 GPD SOILS = 1.2 GPD/S~.FT. 450/1.2 = 375 SQ.FT. REQ'D. TRENCH CRITERIA: 6' DEEP 5' EFFECTIVE 2.5' WIDE 3§' LONG LOT 1, SNOWSHOE BY; R.C.C. INSTALL FCO APPROXIMATE --~A ~ LOCATION OF 4L HOLE # 1 'h 2o'. 7 . ALL PORTIONS OF SYSTEM WITH LESS THAN ~.5' OF COVER REQUIRE INSULATION. ESTATE S/D [~'~; 4-1-02 14' Is.~u: 1 OF 2 STRUCTURES. £ASENENTS. OR ENCROAClmENTS SHOWN ON TIllS SITE PLAN ARE AS SHOWN ON AN AS-BUILT SURVEY DP, AWN BY: WILLIAM D. FLEMING tT IS TIlE RESPONSIDILTY OF THE CONTRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRIOR TO CONSTRUCTION. 33' CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. NEW 1000 GALLON HDPE SEPTIC TANK INSTALL DOUBLE CLEANOUT PROPOSED TEST HOLE -- PROPOSED TRENCH Municipality of Anchorage Development Services Department Build'rog Safety Division On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 I, ~ ~lk ROBERT www.d anchoraqe.ak.us §.~, (907) 343.7904 ~, ~.... ,,,'~ ~,*-~?.",. ...... ...' ~, .~- So,Is Log - Percolabon Test Site Plan 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17.I 20- COMMENTS WAS GROUND WATER ENCOUNTERED? IF yES, AT WHAT DEPTH? OepthtoWaterAftet ( ~ ~..I p Monitoring? ~ E ReadingDate Gross Time Net TimeDepth to Water Net Drop ~ -7/7~/~1 -~- -0 ,~" "" 7 ~C~ to ~5 ~/4-' ~I,~' ~4." 4- lo lo I ~ ~"-,/~. -.7'-'~/~/otl I~ too 1~,"' PERCOLATION RATE ~ (m~nutes/tnch) PERC HOLE DIAMETER TEST RUN ~ETWEEN ~1- FT AND.. ~' FT PERFORMED u¥: · ~.. ,._.~. eh,~ L~e Road No. 2~ TI~ TH THIS TEST W~S ~ PERFORMEDINA~~~E~DMUNfCIP~LGUIDELINESINEFFE~ONTHISDATE. DATE: ~ /~e/01 ROBERT C. COWAN, P.E. SEWER&WATER ~JUN EXTEt,~ION~ SEWER&WATER ENGINEE~HG $1UOIE$ ANDflEPORTS WEt. I. INSPECTIOt,~ S FLOW TEST SITE SOIl. TEST PEI~"OL~TION TEST ST!qL~TLJflAL& IN~PECTIOf~3 ONSITE W/'GTEWATEfl ~SPO~AL SYSTEM DI~$~GN CIVIL ENGINEEP.,~ (907) 694-2979 FAX [907) 694-121 ! ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 1, Snowshoe Subdivision April 1, 2002 GENERAL: The scope of this project includes the installation of a 1000 gallon Premier polyethylene septic tank and a new trench to serve the proposed three bedroom residence located on the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NO}'IlH EAGLE RIVER LOOP , SUITE 204 . EAGLE RIVER, ALASKA 9'3577 Page 2 Lot 1, Snowshoe $/D April 1, 2002 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 fi. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In · the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 fi. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over th.e trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot 1, Snowshoe $/D April 1, 2002 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated .Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mimfi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (server rock) shall be 0.5"°2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot 1, Snowshoe $/D April 1, 2002 The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill, 3. The final inspection is to occur upon final grading ofthe property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the oxvner and the M.O.A. S & S Engineering shall have no liability to the o~mer or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to can3' out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR / INSTALLER Snowsh Estate Lot ! #$- ! 0827 09/26/01 08:17 £A~ 907 3~3 ~20 __Com~un~T ~lannl~g ~ C~055 ~003/00~ ~hort Plat $.m~y off.on $~ptcrnb~' 24, 2001 ~e 2 ~p~ of ~e p~ ~ubject ~ ~a fo~ ~ons: 1. ~sol~ u~ 2. ~dn~ ~e fo~ note{~) on ~c a. *B~er ~=~ds~ptng m~g ~e req~men~ of~C 21.45.125.C.2 e~ent'. b. *Ma~m~ b~ height s~ ~ 30 feet or of Ba~ho~ Drive* 3. ~ a 10-foot d~lo~t sc~a~ ~o~ Baysho~ ~ve. 4. Shag a 300-f~t offset ~m Ba~ho~ D~e on ~c 5. ~so~g ~ M~cip~ ~c En~ee~ ~e need W ~ over p~t note ~3 ~m ~d~g p~t 2~71 w~ch states ~e~ s~ ~ no ~ct ~o~laP accc~ to Baysho~ D~ ~om ~ A-1 orA-2% 6. ~sol~g ~y access ~ M~pal ~c 7. Co~c~ ~g ~ ~r ~op~t ~ccs com~cn~. 8-10827. Snowshoe F~tate 8ubd. Approval of plat subject to the following condlUons: 1. Resolving utility easements. 2. Resolving with Municipal Tr~c Engineering the need to carry ovcr the provision from the certificate of ownership and dedications from underlying . plat 77-35 regarding access to Delores Drive from Lots 1 and 2. Block 2. 8-10~28, Morehlmd Sub. vision, Z.,gt ~ Approval of thc plat subject to the following conditions: 1. Resolving utility easements. 2. Resolving with ALPAT Water Company the nccd for any'casements. Municipality of Anchorage Development Services Department Building Safety Division MEMORANDUM DATE: TO: FROM: SUBJECT: 09/11/01 Jerry T. Weaver, Jr., Platting Officer, CPD om eS Cross, PE, Program Manager, On-Site Water & Wastewater ments on Cases due September 20, 2001 The On-Site Water & Wastewater Program has reviewed the following cases and has these comments: S - 10803 Grand Terre Subdivision (vacation) No objections. S - 10825 Mariner Point Southport Phase 3 No objections. S -10826 -10827 S-10828 Mariner Point Southport Phase 3 No objections. Juniper Valley/Snowshoe Estate No objections. Moorehand Subdivision. No objections. Municipalityof Anchorage P.O. Box 196850 Anchorage, Alaska 99519-6650 · Telephone: (907) 343-4309 Fax: (907) 343-4220 http://www.ci.anchorage, ak.us George P. Wuerch, Mayor DEPARTMENT OF PLANNING REQUEST FOR COMMENTS ON SHORT PLAT SUBDIVISIONS August 21,2001 The Municipality of Anchorage has received application relating to the following short plat activity. The hearing date is Monday, September 24, 2001 and comments must reach our office by Thursday,,..l~St~3t~fl~b~l~l'~l:reE003iin orda~ to be included in the staff conditions of approval. ~hnrt Pinto tn h~ h~nrcl: S10803 S10825 S10826 S10827 S10828 Grand Terre Subdivision (vacation) (previously routed) Mariner Point at Southport Phase 3 Mariner Point at Southport Phase 3 ~J.0. Juniper Valley / Snowshoe Estate/~ Moorehand Subdivision ~J.~). Attached are copies of the proposed plats. Please submit your commeqts in writing, specifying any easements or other requirements that you department or agency may need. If no easements are required at this time, please provide a list of those plats to which there is "no comment" or "no objection". Sincerely, Jerry T. Weaver, Jr Platting Officer Enclosures MUNICIPALITY OF ANCHORAGE COMMUNITY PLANNING AND:DEVELOPMENT P.O. Box 196650 Anchorage, Alaska 99519-6650 PRELIMINARY PLAT APPLICATION OFFICE USE REC'D BY: Please fill In the information requested below. Pdnt one letter or number per block. 1. Tax Identification No. 2. Street Address 3. NEW abbreviated legal description (TJ2N R2~/SEC 2 LOT 45 OR SHORT SUB'BLK 3 LOTS 34), i~11o~ .-~.4.4 I~~r,~ I~fl,~ IIIIII IIII I'll IIIIIIHI r IIII~TIII IIIIIIIIIIIIIIIIII 4. EXISTING abbreviated legal description (TI2N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on back page. I~'l~l"lllr~lq "~ ~ ~- '°~' ~ IIII III 5. Pelilioner's Name (Last. Firsl) 6. Pefilioner's Represenlalive I, lold~l~l. ITl, lol,l~,~ ~ Id~l,~l,l~lol~l;I,l~l,'ltl~l Icl lllllllll Phone#. ~ I.t- ~ ti, I1-~ Zip cl~. ~"J 1 Phone# ~ ~ "'/C~I ~- ~ Zip FAX# FAX # ,?,. "//,~ "/I~, I 7. Petition Area Acreage 8. Proposed 9. Existing Number Lots Number Lots I~l-ld*l I 10. Grid Number I~1~1 I~1°1~- IIII 11. Zone 1~-14 II IIIIIII 12. Fee $ '~ ~' 0 13. Community Council _~'/~'Z/-~ ,,/~'-'7 [;'/tEc.~.J~_. I hereby certify lhat (I am) (I have been authorized fo act for) the owner of the property described above and that I desire to subdivide it in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that paymenl of Ihe basic subdivision lee Is nonrefundable and is to cover lhe costs associated with processing this application, that il does not assure approval of the subdivision. I also understand that addilional fees may be assessed II the Municipality's costs 1o process this application exceed the basic fee. I further understand Ihat assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission, or Ihe Assembly due fo administrative reasons. Date:, 20 003 (Rev. 6~00)' Fron! Agents must prey de wntten proof of authonzat~on. Please check or fill in the following: 1. Comprehensive Plan -- Land Use Classification ~ Residentlal Commercial ParksJOpen Space Transportation Related Marginal Land Commercial/Industrial Public Lands/Institutions 2. Comprehensive Plan-- Land .Use Intensity Special Study - . ~ Alpine/Slope Affected Industrial Special Study Dwelling Units per Acre Alpine/slope .Affected Environmental Factors (if any): a, Wetland. 1. 'C' 2. 'B' b. Avalanche c. Floodplain d. Seismic Zone (Harding/Lawson) D. Please indicate below if any of these events have occurred in the last five years on the property. Rezoning Subdivision Conditional Use ~ Zoning Variance Enforcement Action For Case Number Case Number Case Number Case Number Building/Land Use Permit For Army Corp of Engineers Permit Legal description for advertising. Fo Checklist 42 Copies of Plat (Long Plat) ~ ~32 Copies of Plat {Short Plat) · ~" Reduced Copy of Plat (8 ~,~ x 11) Certificate to Plat Aerial Photo Housing Stock Map J Zoning Map Water: Sewer:. Private Septic D0-003 Back (Rev. 6~00) ° Drainage Plan Topo Map 4 Copies Soils Report 4 Copies Pedestrian WalkWays Landscaping Requirements Community Well Community Sys. Waiver Public Utility Public Utility July 30, 2001 I:~OBERT C. COwN~. p.F_ ¢~lt EN~JNE£AS F,~( (907} 694.12t ! TEST Mr. Thomas Hobbs C/O Mr. David Windsor~Re/Max 2600 Cordova St., Anchorage, AK 99503 S108Z7 sEP 2 42001 REFERENCE: Lots I and 2; Block 2; Junlper V~lleySubdivision Soils testing was completed on July 30, 2001 for the rc&~'~nced property. Rased on our investigation, we conclude that both properties should be capab!e of supporting onsite septic systems. The soils percolation test for Lot 2; Block 2 indicates that thc soils in thc vicinity of the test hole are too fast for percolation testing (]ess than i minute per inch). A sand liner would be. .required to allow sufficient efflocnt treatment, at a slightly higher cost. However, ad&tional soils testing or sampling may Jnclicatc more suitable soils onsite, precluding ~be need for a sand liner. The slope for both lots appears to be within acceptable standards. If'we may be ot£urther service, please contact us. Sincerely, Robe~ C. Cowan, P. E RCC/skh Inspec6ons/Junlper 2 Enclosures: Soils Logs 1~4 NORTH EAGL~/~/ER LDOP * BUTTE 204 o F. AG~E RIV~,R. ALASKA 99577 ~$ EI, GIr, E£R i1,~ ~ Develqoment Services Depadmen! ~olIs ~Og - Percolation Test S~ S;~ ~n 6, ?. 8. 9- 10- 11- 15- 14- 15- 16. 17. 18- 19- 20- COMMENI'$ E"CO~"TE.EO? N O ReadingDate G~oss Time Net T~me D~p~ to Water Net ~ 7 ~ ~o /o ~ ~' ~/~. 4 / ~o ~o I~ Y~" c / , ~o I0 I~" ~;mg°l~ ~-~-'1~, Jk~l"Ji'Ik~PlSTIFE/d~lO IVliJNlCIPXt O UID EUNE S IN ~; F F-'CT~I-~:HI$ DAlE. DATE: '7 · JUL-31-2~O1 ~9:~ ~$ ENGINEERING 9~ 69~ 1211 P.O4YB4 Soils Log - Percolation Test $.e P~n Re~g Date Gross '/',,'ne NeT T~ I~p~ ~ Water Net ~ 14- 15- 17. 18- 19. 20.