The URL can be used to link to this page

Home My WebLink AboutMOUNTAIN VALLEY ESTATES #1 BLK 3 LT 13Mountain Vail Y Block 3 Lot 13 #050-651-06 Municipality of Anchorage Z:~~.;:~; '" '. Development Services Department Building Safely Division On-Site Water and Wast~a~er Pr~ram, 4700 S. Bragaw St. P.O. Box 196650 ~cho~age,~ 99519-6650 Page ~.cl.an~orage.ak.us (907) ~3-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 5 ~0000 E ~ PID Number: "--Ke~ P~r~;~S WastewaterSystem: ~.ew OUpgrade ~"~o~970~7 E~J;v~6 ~[ qq 577 ABSORPTION FIELD '~' "~: ~,~ ~/ "~-'~'" 1.5~ a~3~= 5%.. Well: ~ New D Upgrade SEPARATION DISTANCES ~ sepllc D Holding O S.T.E.P. D Othe[: Septic Absorption L~ Holding Pubr~bat< ~.: c~ gl~' ,._w- I e0; 100~ ~/ UF~ STA~ON V "~' BENCH MARK Developme~t Services Department Approval ~,~ .e~ie,,ea ~.d ...~o~ea by: ~./~Z ~O~t~: 3-/' ~ ~ 't,." ........ '- -" '.'" .,".~---- - . ,,...-, ........ PERMIT NO. SWO00055 PACE 2 OF 4 Municip. oLi~ oF Anchoroge DEPARTMENT OF HE~_THAND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 IAnchornge, Al~sk~ 99519-6650eTeJeohone~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECALLOT 15, BLOCK 5, MOUNTAIN VALLEY EST. #1 P.I.D. NO. 050--651--06 LOT 12 10' rs (FLOW SPLITTER DBL1 & DBL2- ALT. SITE -/ NEW / 1000 GAL SEPTIC TANK / 1 O' MIN.--% ~02 C01 ;05 iTBM TRENCHES CE-8801 CURTAIN DRAIN NO. SWO00055 PA~E ~ OF 4 Municip. o,!.i't oF Anchor"o, ge DEPARTMENT OF HE~.THAND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 $Anchoeage, Alaska 99519-6650·Telephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAI.,LOT 15, BLOCK 5, MOUNTAIN VALLEY EST. #1 P.I.D. NO. 050-651-06 LOT 1 2 / '~~ CURTAIN_DRAIN I _ ~ ;~ ~--..:~?~ ,. ~ ~ ~.~M~...., .... ~T I ~ ~ ~{~ ~C~[~¢OWAN ~ '~ ?:..... ,,,,,~'~'~ PERMIT NO..~w000055 PAGE 4 OF 4 Municip~i~ o~ Anchorage DEPARTMENT OF HEA~_TH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 OAnchoro. ge, Atasko 99519-6650eTetephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 15, BLOCK 5, MOUNTAIN VALLEY EST. #1 P.I.D. NO. 050-651-06 MT1 = ST1 ST2 / 101,0' FINAL O~ .~NSULATION._ ..__ __ __,/I NEW 1000 96.7'" J GALLON I J SEPTIC TANK I CO1 C03 MT1 C02 93.8' A B FCO 16.0' 19.5' ST1 19.5' 25.0' ST2 24.5' 27.5' DBL1 54.0' $1.0' DBL2 $6.0' $1.5' FS 40.0' $1.0' C01 50.0' 16.0' MT1 5,5.0' 17.0' C02 52.0' 40.5' biT2 51,0' 41,5' CO3 49.0' 14.5' MT5 50.0' 16.0' C04 58.0' 54.5' MT4 56.0' 55.0' CO1 = 99.6' .~,,~ C04 MT4 I~n~ - 98 O' :02 = 99.,,. """fl 1-1 9-,:,. cot = 9~_~] ~ Ic03 = 9zo'. 95.9' III s~'-~(~6~, = 92.0 MT2 = 93.?' _./ "-MT4 = 90.0' MT3 = 90.0' · NO WATER FOUND 81.0' B.O.H. by DOC Co. d03 SULLIVAN WATER WEL P.O. BOX 670272, ~HIJGIAK, ALASKA ~9S87 · TELEPHONE 888-27S9 OWNER OF LAND ,~,,--~ ADDRESS LEGAL DESCRIPTION PERMIT NUMBEROOoC~ ~'~ Date of Issue X~ . TAX INDENTIFICATION NUMBER ~"~ - ~" ~ - O (~. BORE HOI.~ I~ATA DEPTH Is well located at eppmved permit location? ~ D No ~ ~ Method of Drilling: {~ell' rotary [~ cable tool ~~/ Depth of ~II: ~ O' Casing Type ~,.,~..~__/./././~Wall Thickness , {~ ~"'~ Inches Diameter ~/! inches, depth .~'~. feet Un~r'r~: I~0' ~" ~t/'¢ ?~a,=, Casing Stickup Above Ground: t~ feet Static Water Level (from ground level): ..~'J~" feet Pumping level: feet after bm. pumping qpm Recover Rate: ~ qpm Well Intake Opening Type: [~ Open End ~ Hole [~ Screened; Start feet Stopped feet ~J Perforations Starts_ ~/f~j~Stopped feet Depth: from ~ feel to / feet Pump Intake Depth: feel Pump Size hp Brand Name Well Disinfected Upon Completion? /~li~s i~ No Method of Disinfection: Commj~nta: AiiENTION: It is the reepo~sibllity of the property owner to ~ubmit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Servicea and/or Department of Environmental Conse~ation. MatSu Borough: Department of Environmental Conservation. ROBERT C. cOWAN. R E. ROBERT A. SHAFER. P.E. Dater ClV1L ENGINEERS (907) 6§4-2979 FAX (907) 694-121 ! Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage~ Alaska 99519-6650 The septic inspec%ions for tko_referenced property were performed on /O-ID ~0 and ~0 I/ DO · Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the ~-~,,,'/~ ~n/~/ to be completed. If we may be of further service please contact us. Sincerely, Ro~ert C. Cowan, P.E. 7034 NORTI I EAGLE RIVER LOOP ,, SUITE 204 ,, EAGLE RIVER, N. AS, KA 99577 I'~Og Erll' C. COWA~L P.E. r{OBERT A. SIIAr ER. Date: CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 S04~IEST Municipality of Anchorage. DEPARTMENT OF BEALTI{ AND IIUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFEreE.CE: 1.--07'- I.% /3L. ec,c 3 /~,,;UPT~',,/ ¥,4t, u~.~' ,e,S;'. ~/ Tl~e septic inspections for tl;e,referenced property were performed on /0[;&/,~ and ;0/i//0o . Prior to submitting the On-site Wastewater Disposal System and/or Well~nspectlon Report we are waiting for ~he ~,.',,' ,e,9' m ~ ,,.;4- to be completed. If we may be of further service please contact us. Sincerely, Cowan, P.E. (7034 NOR!ti EAGLE RIVER LOOP · SUITE 204 * EAGLE I'IMiFL ALASKA 90577 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Apr 11,2000 Expiration Date: Apr 11, 2001 MUNICIPALrI'~ OF ANCHORAGE Department of Health end Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (gO7) 343-4744 Permit Number: SW000055 Parcel ID: 050-651-06 Legal Description: MOUNTAIN VALLEY ESTATES #1 BLK 3 LT 13 Design Engineer: 0003 S & S Engineering Site Address: Owner Name: Ken Perkins c/o South Fork Const. Owner Address: PO box 770567 Eagle River, AK 99577- Lot Size: 94350 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 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. Date: - II- O0 Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P,O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 January 28, 1998 Kenneth D Perkins II 9~£ah L Kipp 8410 Berry Patch Drive Anchorage, Alaska 99502 7264 Subject: Lot 13 Block 3 Mountain Valley Estates Subdivision Permit~SW970005, PID ~050-651-06 The subject permit, issued January 10, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of January 10, 1998. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ail inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. ..e~~_~/~have any questions, please call this office at 343-4744. Cross, P.E. Program Manager On-site Services eric: Copy of Permit cc: S & S Engineering PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW970005 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:PERKINS KENNETH D II & OWNER ADDRESS:P.O. BOX 770567 EAGLE RIVER, ALASKA 99577 DATE ISSUED: 1/10/97 EXPIRATION DATE: 1/10/98 PARCEL ID:05065106 LEGAL DESCRIPTION: MOUNTAIN VALLEY ESTATES #1 BLK 3 LT 13 LOT SIZE: 94350 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE: ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. CML ENGINEERS November 15, 1996 (9O7) 694-2979 FAX (907) 694-'121 ROAD C~.SLG~ MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 13, Block 3, Mountain Valley Estates Request you issue a permit to drill a well and install a septic system to serve the proposed three bedroom house on the referenced property. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water was encountered in the test hole and after seven day ground water monitoring, the monitoring tube was found to be dry. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, Sincerely, Rc¢/gk please contact us. Enclosure 17034 NORTH EAGLE RIVER LOOP · SUfTE 204 * EAGLE RIVER. ALASKA 99577 LEGAL J. QT 13, BLOCK 3, MOUNTAIN VALLEY ESTATES ADDN. #1 · SHOWN ON THIS SIT[ P~N AR[ AS SHOWN ////~/ 4 0/1.2 = 375 SQ.rT. REQ'D ~,sT~czs...~ .o.mw u.zs .m0. ~ ; 5 __ COHSTRUCTION. ~ ~ ~nF1 7PR~RTO '~T 19 / PRIOR TO ANY EXCAVAT ON TRENCH CRITERIA: ..... ~~o. ~ ,~ .~ 4' DEEP~'~~"'~' ~~~ J LOT 20 5',WIDE ~ F;II ,i ~ ~~ RED. FACTOR ~~~~/ II~ ~__ ~ ~WATER U _ ~ ~~ ~ /) ~..2.~ N ~ ~ I m 12' DEEP ~uNo WAT~ DA~NG~I ~ FOU~~I~ ~ LOT l ~%.~ / ~ k ~ %~ / , O I /-- cuz.~ ' LOT 14 ~ WITH ~ ~ 35 OF / ~i~n,"~.,~ '~ ~ m J LOT 18 PERFORMED FOR: ROBERT C. COWAN. RE. ROBERT A. SHAFER. RE. ClVtL ENGINEERS (907) 694-2979 FAX (907) 694-12t 1 LEGAL DESCRIPTION: ~T I ~, I, t~r,c ~ '~ Township. Range. Section: -- -- · ~ SLOPE SITE PLAN 3 - 5 6 7 8 ~$- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE L~ , (rninaes/inch) PERC HOLE DIAMETER ~-~ # TEST flUN BETWEEN ~"-'~' ;T AND ~'~'"l FT COMMENTS ROAD I~cSIGN S~L TEST ROBERT C. COWAN, RE. ROBERT A. SHAFER, RE. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCEs Lot 13, Block 3, Mountain Valley Estates Addn %1 November 15, 1996 gENERALs 1. e e The scope of this project includes the installation of a 1000 gallon septic tank and a leachfield 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 INST~?.T-~TION= A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RNER lOOP · SUITE 204 · EAGLE RIVER. A.LASKA 99577 Page Two Lot 13, Block 3, Mountain Valley Estates November 15, 1996 Addn. ~1 e Septic tanks installed with less than 4 ft. 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 ft. 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/D~AINFIELD INST~3.~TION: 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. o 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. e 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. Page Three Lot 13, Block 3, Mountain Valley Estates November 15, 1996 Addn. %1 Se 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. MINIMUM MATERIAL SPECIFICATIONS= Any septic tank proposed for installation must be constructed by a Municipally 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 FS10 (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). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. ~ 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. 6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. 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. Page Four Lot 13, Block 3, Mountain Valley Estates November 15, 1996 Addn. %1 INSPECTIONS~ Typically there will be a minimum of three (3) inspections required during the installation of the wast,water disposal system. These inspections will occur as follows: 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. 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. Page Five Lot 13, Block 3, Mountain Valley Estates November 15, 1996 Addn. %1 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