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Home My WebLink AboutCHUGACH HILLS BLK 1 LT 1AChugach Hills Lot lA Block 1 #078-161-09 Municipality of Anchorage Page_ 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: ~ Ut.7 ~ RID Number: ~ddrels J~)~ d //~ IIk J ~ ~Oj~ J~ Wastewater System: ~New ~ Upgrade Phon?~ ~ ~No. ofSedrooms:~ O DeepTrench ~Shai[owTrench ~Bed O Mound ~Other LEGAL DESCRIPTION sog.~...: ~.~GPD/Sq. Ft. TotarDepthfromorigi,algrade:~ Lot: ~ Block: Subdiv~[on: Township' Range ~c~~¢~ ~l'J Deptht°pipeb°tt°mfr°m°riginal r~e: Grave[depthbeneathpipe WELL: ~ New ~ Upgrade Grave~ width: ~-~ Number of lines: Disiance belween Pipe material: , Date Drilled: Sta~icWafer Lev¢: Installer: Yield: Casing Height Above Ground: SEPARATION DISTANCES ~s~p,o ~ Ho~i.~ ~ S.T.E.P. TO Septic A~sorptlon Lift Holding Public/Prlva Manu[acturer: Capacity in gallons Su.ace ~/ Number of Compadments: Q w~,~ /00'+ [O0'f ~ LIFT STATION ~ Fo""datio. ~' Si' PumP°n 'evela~lev~wateralermat ~u~ain Remarks: BENCH MARK Location and Descdption: ~Op O~ ~e/( ENGI~L 17034 Eagle River Loop Road~ NO.~ ~ ~ ~ 49~h .~ Department of Health and Human Serwces approval ¥¥;..,... , ,...~? PERMIT NO. SW990156 PAGE 2 OF 3 Municip. a/i~ oF Anchorame DEPARTMENT OF HEALTH AND HUIVTAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,[}, Box 196FD50 OAnchopage, A[ask~ 99519-6650 O Telephone~ 343 4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT lA__BLOCK 1, CHUGACH HILLS P,LD. NO. 078-161-09 TBM [\ ,\ \ EXISTING FI]UNDATION 1000 GALLDN gEPTIC TANK 2A LOT COI~ & DBLB ROBERT C. CE - 8801 PERMIT NO. SW990136 PAGE 3 OF 3 Municip. cti~ oF ~nchorc~e DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D, Box ]96650 eAncho~-a9e, AIcskc 99519 6650eTe~ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT lA, BLOCK 1, CHUGACH HILLS P.I.D. NO. 078-161-09 94.2' /FINAL 9.4'~ NEW 8 1000 GAL SEPTIC TANK GRADE C01 MT2 C02 MT1 C01 = 94.1' MT2 = 85.7' MT1 = 85.7 NO WATER FOUND 72.7' B.O.H. A B FCO 5.0' 21.5' ST1 $8.0' 42.5' ST2 44.5' 47.5' DBL1 47.5' 50,5' DBL2 48.5' 51.0' C01 53.0' 55.0' MT1 53.5' 56.0' C02 100.0' 100.0' 'MT2 100.0' 100,5' PERFORMED FOR: LEGAL DESCRIPTION: (FEET) 1 2 3 4 5- 6 7 8 9- (ENGINEE,R~,~..~EAL) · . ,~ \,~,~ ..... ~ '~ '~ Mumclpahly of Anchorage ~, ..... '~",,,~J~ 825 "L" Street, Anchorage, Alaska 99502-0650 ~.'~ l~ ~ %~- [ ~&~¢~ ~Township, Range, Section: '*~%%%.~2~~ SLOP~ S~T~ PLA~ COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? §eplh 1o Water After __. Monitoring? Oate: Reading Date Time Time Depth to Net Water Drop PERCOLATION RATE .. ~'~ TEST RUN BETWEEN -. (minutes/inch) PERC HOLE DIAMETER --FT^ND ¢'¢-- FT S & S ENGINEERING ACCORDANCE w,T~Aa[~,~¢~ZL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 00T-19-99 TUE 11:2~ AM I4a~a~u~)~a. £1e¢'~c A~,n I~AX:19077459~28 PACK 2 STATEMENT OF NON-OBJECTION FOR ENCROACliMENT WITHIN UTILITY EASEMENT Matanuska Electric Association, Inc. (ME_A) has no objection with the Icc, SUch of a tic drai fie! d stand 'e within the utiliJy easement along the .~puther ¥ boundary o? the foUowlng property; Lot lA, Block 1, CHURCH HILLS SUBDIVISION, according to Plat No. 85-354, Anchorage Recording District, Third Judicial District, ,State of Alaska. E,~tuated In Section 4, Township 13 North...LRanga 1 West, Seward Meridian. This non-objection Is conditioned by the stipulation that MEA will be held harmless from any and all damages to the encroachment that may result from the ex~stlng end future use of said easement. Matanuska Electric Association, Inc. By:. Robj~rt G. Ylvlsaker ~-"~~~ General Manager or his Representatf~e . October 19., 1999 Date MEA ACKNOWLEDGMENT STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) The feregolng agreement was acknowledged before me this ~ day of October, llB~9,.by Robert G. YJvlsaker,.~'~/t/.~J.~ ~(~, J~__, /') ~~" Not~ry Public for the State of AlasJ(a My commis$lon expires: ~ ~¢~/r CALL ON YI2Uli COMPANY ~ NON-OBJECTION TO EASEMENT ENCROACHMENT DocUMENT By this document Matanuska Telephone Association, Inc. (MTAi~iares that it has no objection to the encroachment of a septic system drain field within th~lPlatted' 15' Utility Easement upon Lot lA, Block 1, Chugaeh Hills Subdivision, Township 13 North,.Rahge 1 West, Section 4, S.M. ]Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunicMions.faoilities within the easement. Aoy repairs that nlay be required to the encroachment as a result of utility construction will be borne by the property owner of record. This document does not authorJge the placement of any additional encroachments within the easement area. This document is, in no way, an agreement to vacate any porfion~f the ufil.ity easement and should not be interpreted as such. Issued for Matanuska Telephone Association, inc. this 19th day of October, 1999 by, THIS IS TO CERTIFY, that on this 19th day of October, 1999, before me the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Bonnie Bailey Blown to me and to me known to be the ind[vidual named in and who executed the foregoing instrument and acknowledged to me that he signed and sealed the same as a volmitary act and deed for the uses and purposes therein mentioned. ".. .......... ... :" GRANTORS ADDRESS: Please Return to: Matanuska Telephone Association, Inc. Real Estate and Properties Section P. O. Box 3550 Palm*r~ Al~ka 99645 IN ITNESS ~/¢~IEREOF, I have hereunto set my hand and official seal the day and year first above written. My commissxon expires: GRANTEES ADDRESS: .." Brad Meiklejohn 4 ':. :' ' 9850 Hil~acl .g. 6~"d. ' Eagle p,~iy&,o,,~ 99577 P.O. Box 3550 o Palmer, Alaska 99645-3550 1.800.746.9510. 907,781,2510 · Fax 007.761.2545 (gert f e by DOC Co. dt)a SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2759 LEGAL DESCRIPTION PERMIT NUMBER ~ ~ I~ Date of Is~ T~ INDENTIFI CATION NUMBER Is well located at approved permit location? ~s ~ No Method of Drilling: ~rota~ ~ cable tool Depth of well: / O / Casing Typo ~WaJl T~iok~ess , ~ inches Diameter. ~// inches, depth ~ I feet Liner Type: ~)b~ ~ Casing Stickup Above Ground: ~ feet Static Water Level (from ground level): . ~ feet Pumping level: feet after .hrs. pumping gpm Recover Rate: ~ gpm Method of Testing: ~ Well Intake Opening Type: ~ End ~ Open Hole ~ Screened; Stad feet Stopped feet ~ Perorations Sta~ feel Stopped feet Depth: from O feet, to. ~ - feet Pump Intake Depth: feet Pump Size hp Brand Name We~l Disinfected Upon Completion? ~ ~ No Method of Disinfection; C Comments: BORE HOLE DATA DEPTH AUG 19 1999 , of Anchorag. e Driller's Name /~__., · .~ ~ ' ATTENTION: It is the responsibility of the property owner to submit a copy of the wall log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. SEWER & WATER INSPECTION ENGINEERING STUD]ES AND REPORTS WELL JNSPECTtOt,/ & FLOW TEST SITE PLANS SOILTEST STRUCTURAL& MECHANICAL IN~PEC¥1ONS ROBERTC. COWAN, RE. ROBERTA. SHAFER, RE. Date: CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 ~nchorage, Alaska 99519-6650 RECEIVED JUL 7 1999 MUniCJpal~[y u~ ~,cr~ Dept. Health & Human ~orag. e REFERENCE: The septic in.spections for the ~referenced property were tP~f~-m~t~nwa~s~w~a~e~r%.and <-~3-~. Prior to submltt.lng · . lsposal System and/or Well I . Report we are wa~tzn~ for t~ ~ ~ ,,/~ ~ nspect~on completed. ~ ',~ /~-~,/f ~F~¢~, to be If we may be of further erv~ce please contact us. s ' Sincerely, Robert C. Cowan, P.E. 17034 NORTH EAGLE RIVER LOOP ' SUITE 204 · EAGLE RIVER, ALASKA 99577 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT Initial Permit Number: SW990'136 Legal Description: CHUGACH HILLS BLK Design Engineer: 0003 S & S Engineering Owner Name: Bred Meiklejohn Owner Address: 9850 Hiland Road Eagle River, AK 99577- 1LT lA Date Issued: Jun 14, 1999 Expiration Date: Jun 13, 2000 Parcel ID: 078-161-09 Site Address: Lot Size: 271912 SQ. FT. Total Bedrooms: 2 Permit Bedrooms: 2 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 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. 5. The following special provisions. AT THE TIME OF CONSTRUCTION, THE ENGINEER SHALL PERFOEM ANOTHER PERCOLATION TEST IN THE MATERIAL BELOW 7 FEET DEEP. IF THE PERCOLATION TEST IS SLOWER THAN 15 MINUTES/INCH THEN THE SYSTEM SHALL BE REDESIGNED TO THE HIGHER PERCOLATION RATE. Date:_ MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 June 2,1999 ROBERT C. COWAN, P.E. CIVIL ENGINEERS (go7) 694-2979 FAX (907) 694-12t 1 REFERENCE: Lot lA, Block 1, Chugaeh Hills Subdivision WELL INSPECTION RoAD DESIGN Request you issue a permit to drill a well and install a septic system to serve the proposed two bedroom dwelling on the referenced property, also request a waiver of 35' to a slope exceeding 25% to the proposed leachfield. Two test holes were excavated and percolation tests performed. The approxima, te location of the test holes are located on the attached site plan. The system is proposed to be installed on a 37% slope which will be regraded as shown on page 3. The alternate site will be regraded at the time of construction of the alternate site. At the time of excavation, 5-1%99 water was not found. After seven days of ground water monitoring the monitoring tube was dry. 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. SOILTEST If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. cc/bjj Enclosure DN$1TE NA~TEWATER 17034 NORTH EAGLE RIVER LOOP; SUffE 204 ~, EAGLE RIVER, ALASKA 99577 100' ~DESIGN ~SITE-PLAN 1" = 50' ~DESIGN ~SITE-PLAN m ~o~ Z ROFILE II o II ~Z PERFORMED FOR: ~'~'P LEGAL DESCRIPTION: ~'~ ~' 1 2. 3- Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 5 6 7 9- 10- 11 12 13 14 15- 16~ 17- 18- 19 2O COMMENTS DATE PERFORME[ ~_sTownship, Range, Section: WAS GROUND WATER [ ENCOUNTERED;'~-~O IF YES, AT WHAT ~//~_ ~ DEPTH? pO E Del~th Io Water Alter Monilari~g? T::~-~ Date: SLOPE SITE PLAN I N Reading Date Gross Net Depth to Net Time Time Water Drop I PERCOLATION RATE ['7~' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN )J~ FT AND 5 FT 17034 Eagle r{iYer Loo~ Road No 204 ACCORDANCE WI~a~i~ [~eT~ ~J~j[~aL~p7~L GUIDI~LINES IN EFFECT O,N THIS DATE 72-008 (Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN 'e Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR:_ LE~^~ DE~CR~PT,ON:_b' 3, 4 5 6 7' 8 9 10 11- 12- 13 14 15. 16- 17 18 19, 20- (ENGINEER'S SEALJ .tx, ~ ; ....... ?,, ~ownship, t~ 5, Range, Section: ~," ,' SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? De~lhlo Water Monitoring? Reading Date Gross Time 1 Net Time Depth to Water Net Drop PERCOLATION RATE /0 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN .B, ~ FTAND . ~ 5~- FT COMMENTS "~es i~ .-r~l-e. F~- ¢~u~r ~ ~. ~ /~r/~-i~ S & S ENGINEERING PERFORMED B~' ~. - . ] 7U~W [~]u R~v~, L~ ~.~ ~G. ~ I CERTIFY IHAT THiS TEST WAS PERFORMED ACCORDANCE ~I~A~Ah~IPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: . ~ /~ 72-008 (Rev. 4/~ DEPARTMEN"~ .! HEALTH AND ENVIRONMENTAl- 82S L. Strett, Anch4~. Abske g~505 ~4.4~2Q SOILS LOG -- PERCOLATION TEST ~ ~.J'J' ~ DATE PERFORMED:. £/ ELOPE SITE PLAN IF YEs. AT WHAT PERCOLATION RATE l~ (mlnute~li~chJ : :' TEST RUN BETWEEN . ~FT AND , FT 8& PH. 5~ CERTIFIED BY: S800 0 ~AR 061985 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot lA, Block 1, Chugach Hills Subdivision May 28, 1999 GENERAL: The scope of this project includes the installation of a 1000 gallon septic tank and leachfield trench for the proposed two bedroom house 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. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. 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 fi.om 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. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Page 2 Lot lA, Block 1, Chugach Hills May 28, 1999 Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet fi.om 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 ft. fi.om 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 fi.om the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the din~ensions 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 fi.om 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 the trench must be mounded to prevent the formation of a depression after settling. Page 3 Lot lA, Block l, Chugach Hills S/D May 28, 1999 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 Pip.e ~ Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (ItDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insniation 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, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer 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 IA, Block 1, Chugach Hills S/D May 28, 1999 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 of the 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 owner and the M.O.A. S & S Engineering shall have no liability to the owner 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 carry 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