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Home My WebLink AboutRAMERT LT 1Ramert Lot 01 #060 - 342 - 07 Swing ties needed before COSA can be issued OCT -24-2008 02:13A FROM: AAROW PUMP & WEIL SERVICE, LLC P.O. Box 110496 Anchorage, AK 99511 Office: (907) 346-9355 • Fax (907) 333-8976 Eagle River: (907) 622-9335 CUSTOMER TO:3437997 P.1 /n� p JOB SITE awe cage /C J r Gtutort G - 7 tt/% J U , (}eek ((reit Ea Sk /2 t ver . AIC, 4157 OHWOKE Na 08172 L 3-)57-5-2a---- . J L �. 1yVOICED E WELLDEPTH SWL CHLORINATED PUMP DEPTH 9,5RSON QUANTITY DESOR PTION PRICE AMOUNT , t ((if d-1'�,[Ctn; , o? eto/04.i 7ttode 9- ct)-e1 d oi let Sfii>° civtio A LABOR HOURS RATE AMOUNT TOTAL MATERIAL Ste /1P TOTAL LABOR WORK ORDERED BY DATE COMP. TOTAL LABOR PAY THIS AMOUNT Thank You SIGNATURE (I Hereby Acknowledge the Satisfactory Completion of the Above Described Work and agree that If above work Is not paid for In 90 days I agree to allow Aarow Pump a Well Service, L.L.C. the right to remove unpaid for equipment and charge for labor already performed & labor to remove unpaid for equipment.) TERMS: ACCOUNTS PAYABLE AT 10TH OF MONTH FOLLOWING PURCHASE. SERVICE CHARGE AT RATE OF 1.5% PER MONTH WILL BE CHARGED ON OVERDUE ACCOUNTS. 7--. Municipality of Anchorage .,U.•, •i j� Development Services Department :1sj = Building Safety Division ��tl ]�' On-Site Water and Wastewater Program, 4700 Elmore Road �./ P.O. Box 196650 Anchorage, AK 99507 Page PAW! ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL. SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW090111 PID Number: 060-342-07 1 of 3 Nae DAVID CAGE Wastewater System: 1 New ❑ Upgrade Aaaeas 8811 JULY CREEK CIRCLE, EAGLE RIVER, AK. 99577 ABSORPTION FIELD Pte' 907-575-5722 Number d Boaams 4 0 Deep Trench 0 ShaIbw Trach 0 Bed 0 Mount 0 Other- errSal LEGAL DESCRIPTION SodRating 1.2 GPD/Ft= Tam Depth Irom ongnal pa 10.0' Ft, Bock LaSubdivision RAMERT al lade Depth to pp boliom fromoriginal originalp 3.0' Ft Gravel depth beneath pipe 7.0' FI Township Rang. Section, FIN added above anginal grade 0.11.3.3' Fn Gravel Length 45.0' n. Well: ' NewUpgrade 0 p9 Gravel wan 3.0' Ft. Number odes 1 ri Distance between a N/A Ft CmM,ceum (Prawns A. B. C) PRIVATE Tad Der 160' Ft. Cased to 44' pi Total abwpten area 630 Ft= Pp Maier al ASTM3034/ABS/F810PVC Didier SULLIVAN WATER WELLS Date Drdrd 9/1/2009 Stats Water Level 22' Ft kismet K.C. ALASKA INC. Dais Innanea 9/26/2009 Y,M 5 GPM Ptrnp Set at N/A Ft. Casing Height Above Grand 2' FI TANK SEPARATION DISTANCES 0 Septic • Holding El S.T.E.P. D Other. To From Septic Tank Absorption Field Ldl Station Holding Tank pubhc/Pnvate Sewer Line ach"r ANCHORAGE TANK Capacity 1250 GN Well 100'+ 100'+ 25'• dewier STEEL Horriber olCanpanmris 2 Solace Water 100'+ 1001+ LIFT STATION La Lw 5.4. 10'+ Sid N/A Gat MsnAwtwer FoundaIa1 5'+ 10 + 'Pimp on' level N , 'Pump o0-' . l n H. water Nam al n Curran Drawl NONE KNOWN Pump Make d .. Ebcncal Inspections pedcrmed by RemarksBENCH CONDITIONAL APPROVAL: WELL PUMP NOT SET. MARK UNABLE TO PERFORM SWING TIES, PROPOSED Locator end Dewpton TOP OF CONCRETE BY FCO BUILDING UNDER CONSTRUCTION. WAITING FOR Assumed Banal w 100.00' FL FINALIZED ASBUILT SURVEY TO VERIFY ALL LOCATIONS. SAS Engineering Inspections performed by: 15861 S. Birchwood Lo.Rd. Dates: 1st 9/26/09 Engineers s7osita it r �' ...0 e t2 •f .. r..9TH �•Jab It 1 tk, ,' l s .... ' t. <- 7Gd+s ••• i-^ w-n•,r�f1 Stamp ,r ir neyw• i rtir:'s , •'•�PC <w J1oe " Chuglak, Alaska 99567ht- 2ro 9/26/09 Developme t Services Department Approval �. Conditional Approval 14/K/ /o —e 1-/-Date: �- /,2,-) o �7 ! I l (�A'I I� 2n 47,' !-w ^.!— •>Cs• !!y t!<s —t 1 O S , s -te et, Reviewed and approved by: Date: inn Odin) PERMIT NO. SW0901 1 1 PACE 2 OF 3 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET PO fax 196650 • Anchorage, Alaska 99519-6650 • Telephone: (907) 343-7904 • www.ci.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPOR" LEGAL LOT 1, RAMERT S/D P.J.D. NO. 060-342-07 \ \ \ STONEHIL I RIVE ALT• .•T1 TH2A co. -� • NEW SITE MT2 //- 1 DE P TRENCH Iy a�I 1 \OOMp `OCI41% A' BLUE BOARD INSULATION 1 !DECK i) THI • DBL2 PROPOSED lL 4 BEDROOM HOUSE DBL el \ ST2 \ \ I `STI LFCO -ST12GALLON -STEEL SEPTIC TANK 3\ UTQTy fasfMf HILAND ROAD 1"- 50' N L' NOTE: ALL LOCATIONS ARE APPROXIMATE n_l`P 1�� C 011* A- Shoes y .," ' etle/i TI i'° ->a...? �oN+" -benessolalt• PERMIT NO SW090111 PAGE 3 OF 3 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4.700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: (907) 343-7904 • www.ci.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1, RAMERT S/D P.I.D. NO. 060-342-07 ST1 ST2 GRADE = 98.9' TOP OF TANK = 93.7' INLET = 93.0' GALLON OUTLET = 92.8' FINAL GRADE C01=92.1' CO2=95.3' ORIGINAL GRADE = 92.0' " INSULATION MMT1=82.0' MT2=82.0' C01=89.0' CO2=89.0' NO WATER FOUND 76.0' B.O.H. N. T. S. Sep 30 09 08:24a Sullivan Water Wells 907 688 2759 p.1 SULLIVAN. WATER. WELLS Ioeewetle- Ceneerrclel - Oeeth real • heave e07J$Fa7SS enre,.seeFenwetenw+lle.een Well Log Permit Number: IiSW 090111 Date of Issue 7/1012009 Parcel Identification Number: 060-342-07 Date Started: t'31/2009 Date Completed: 91112009 Is well located at approved permit location? Ix IYes Property Description RAMERT Lot 1 Block Section: Town. Range: Property Owner Name & Address: DAVID GAGE 8811 JULY CREEK CIRCLE EAGLE RIVER, AK 99577 iNo 70 Attention: The property owner shall provide this log to DSD (onsitc) and DNR within 30 days of completion. Borehole Data: Soil Type, Thickness & Water Strata Depth From To Method of Drilling 1x1 air rotary is 1 cable tool Casing type: Casing Stickup 0 2 Wall thickness 0.25 inches Overburden 2 10 Diameter 6 inches Total: 44 feet Liner type: Sand a Gravel 10 16 Diameter inches Depth: feet Yellow Bedrock Broken 1828— Casing stick-up above ground: 2 led Gray Bedrock 28 48 Static Water I.evel(from top ofcasing) 22 feet Brown Bedrock 48 51 Pumping Level: fixta0er Gray Bedrock 51 1 hours pumpuig gpm Recovery Rate_ 6 gpm Brown Bedrock 56 58 Method of Testing: mr Gray Bedrock 58 94Well Intake Opening Type Gray Bedrock Broken 94 97 I 1 Open End deed Open Hole Gray Bedrock 97 133 f 1 Screened Stan feet Stopped feet Gray Bedrock Broken 133 139 _ r1 Perforations Stan feet Stopped feet Grout Type: Bentonite dry granular Volume: 250 Pounds Depth 44 Start o feet Stopped 44 feet Yellow Bedrock Broken 139 143 Brown Bedrock 143 149 '--- -- Gray Bedrock.- 149 151 Pump Intake Depth: feet Gray e White Bedrock 151 160 Pump size: IIP brand name - ..- - _- Well disinfected upon Completion? P5j Yes _ 1 No Method of disinfection CHLCRINE 50 PPM Comments:WELL HAS 44' SURFACE SEAL TO MOA STANDARDS. Well Driller: Water Sample Results: Cole Sullivan Sullivan Water Wells Arsenic: ugfl P.O. Box 670272 Nitrates mall Chugiak. AX 9%67 Toed Coliform Bacteria coloniesr100mL (907) 688-2759 Other bacteria: coli100mL Attention: The property owner shall provide this log to DSD (onsitc) and DNR within 30 days of completion. Well Drilling Permit Number: Parcel Identification Number: ARCTIC PUMP & WELL INC. Jiin Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 (907) 745-2510 apw(cbgci.net Pump Installation Log SW090111 060-342-07 Date Of Issue: 7/10/2009 Legal Description: Ram ert L1 Lot: Block: 1 Property Owner Name Address: Dave Gage 8811 July Creek Cir Eagle River AK 99577 Pump Installaion Date: 10/3/2009 Pump Intake Depth Below Top of Well Casing 146 Pump Manufacturer's Name Pump Model: Pump Size: Dempster MBF2-75-S2 3/4 Pitless Adapter Burial Depth: 10 Feet Pitless Adapter Manufacturer's Name Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Method of Disinfection: Comments: Yes Chlorine Pum p I nstal lerNam Arctic Pump & Well, Inc. Friday, July 23, 2010 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 1 WATER SUPPLY PERMIT Initial Permit Number: SW090111 Legal Description: RAMERT LOT 01 Design Engineer: 0003 S & S ENGINEERING Owner Name: DAVID GAGE Owner Address: 8811 JULY CREEK CIRCLE EAGLE RIVER , AK 99577 - Date Issued: Jul 10, 2009 Expiration Date: Jul 10, 2010 Parcel ID: 060-342-07 Site Address: NHN STONEHILL DRIVE Lot Size: 65870 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑� Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy E 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 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. 6. Covered, sealed, and heated to prevent freezing. Received By: Date. Issued By: ot/WIN) e147-177 Date: 71/ 0/O Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 060-542-07 Property owner(s) DAVID GAGE Mailing address 8811 JULYCREEK CIRCLE, EAGLE RIVER, AK. Site address NHN STONEHILL DRIVE Legal description (Sub'd., Block & Lot) RAMERT SID, LOT 1 Day phone 223-2157 Zip Code 99577 Zip Code Legal description (Township, Range & Section) Lot Size f G, 070 Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field (] Initial Septic Tank 0 Upgrade Holding Tank ❑ Renewal Privy 0 Private Well 0 Water Storage ❑ 0 0 0 certify that the above information correct. I urther certify that this application is being made for a Single Family Dwelling and is in accordance th applicable Municipal Codes. (Signature of property owner o Permit/Rush Fees:rJ—OO 1 ZZ0 Date of Payment: /0/°/i Date of Payment: Receipt Number. O/5/-! t_ Receipt Number. (Rev. 11/05) Waiver Fees: iliP *LSetS Englnee ing gzi rain MA WORMY APPROVALS SEWERS WATER MAN E%TEPSIONS SEWERS WATER ►6PECfncN ENG PEERING STLOC mo REPORTS WELL INSPECTION (FWGNTEST SITE PWS WADOE51CH SOIL TEST PERCOLATION TEST STRUCTURALS MECWWICAL PSPECRON9 0.Y SITE WASTEWATER DISPGSALSYSTEM DESIGN ROBERT C.COWAN . CML ENGINEERING July 6, 2009 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Ramert S/D PH: 907494.2979 FAX: 9076947211 It is requested that you issue a permit to install a new well and septic system to serve the proposed four 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 of excavation 6/11/09 water was not found. After monitoring groundwater for seven days water was not found. 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. If you require nal information, please contact us. Shafer, P.E. Enclosures 15861 S. Birchwood Loop Road - Chugiak, Alaska 99567 1" = 40' .01 DESIGN SITE -PLAN 0 0 C r m co zr Cm O033- z O v 1" r � O rip 0 ft4Ij1Dn 10 r0 n0 / Z / D Z m r .e •Ong zpi o VD. p : 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 .cl.anchora0e.ak us (907) 343-7904 T Soils Log - Percolation Test Performed For: 'Jittnb aAG& Legal Description: Len 1 '( &Y/1t ffCX Wt) 1 2- 3- 4 - 5 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16 17- 18- 19- 20- 1.'0,4; 7- 18- 19- 20- Depth (Feet) -oecrautt-s m L (t zcYcru) o° • 0•'e. •' o, r,1 . . • • COMMENTS _6tt3/StQ (Scit6 51cr Slope WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? Depth to Water Atter Monitoring? Date. Date Performed Township, Range, Section: S l 0 P E .laintirr co? Site Plan j/l13TtH fit YL Igo Reading Date Gross Time Net Time Depth to Water Net Drop 'Tank 04/09 - inir (RI_ 42'r !D • /0 JO% /0 .20 lar" /0/' ar' Iv 5 0 ., 11 '7" o`2 rl / 0 41O 12n /0" eciYurr (0 GO 12%y" /0" PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DLAMETER FT Err SUS Engineering / PERFORMED BY: 115861 S. BItd1WOOf:Ip. Rd CERTIFY THAT THISEyff AS �c,.� / PERFORMED IN ACCORDiA f7L' �RVU MU L • IDELINES IN EFFECT ON THIS DATE. DATE. fi1/4 S & S Engrnee zing HEALTH AUTHORTV APPROVALS SEWER & WATER AMN E1REfSPONS SEWER & WATER INSPECTION ENGINEERING STUPES /NO REPORTS WELL INSPECTION { FLCW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRuCTURK£ MECHANICAL NSPECTIONS CN SITE WASTEWATER T%SPOSALSMuTEAH DESIGN ROBERT C. COWAN CWIL ENGINEERING PH: 907-694-2979 FAX: 907-694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 1; Ramert S/D July 8, 2009 GENERAL: 1. The scope of this project includes the installation of a new 1300 gallon HDPE septic tank and a shallow septic trench to serve the proposed four bedroom residence located on the referenced property. 2. 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. 3. 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 Development Services Department or ADEC if required, for system installations. Owners installing their own systems must also receive prior approval from the respective agency. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. All IIDPE septic tanks are required to have a 4" monitoring pipe installed next to the tank extending to the bottom of the tank. 15861 S. Birchwood Loop Road - Chugiak, Alaska 99567 Page 2 Lot 1; Ramert Subdivision July 6, 2009 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. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. All HDPE septic tanks are required to be covered with a minimum of 2" direct burial insulation, and a maximum of 4 feet of cover. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the Ieachfield 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 Ieachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCII/DRAINFIELD INSTALLATION: 1. 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. 2. 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. 3. 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. 4. 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. 5. 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 1; Ramert Subdivision July 6, 2009 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. 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. 3. 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, Femco, 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. All 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 4 Lot 1i Ramert Subdivision July 6, 2009 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: 1. 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. 2. 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 Engineerings inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR / INSTALLER Municip ality of Anchorage Mayor Mark Beyich 8 August 08 David Gage 8811 July Creek Circle Eagle River, AK 99577 PO. Dos 19((6.511 • .Anchorage, .Uaslm kil l/ A% • 4700 Elmore Runil 011ier: 11X)7) 343.831)1 • FON: (X)7) 3t3.82(X) help://nor ion1 e.or% Development Scniccs Department Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW070201 Legal Description: Ramert Lot 01 Dear David Gage: meat \04 Sb !Min _1A Department An On -Site Water/Wastewater Permit, number SW070201 issued by this office for a single-family system, will expire on 09 August 08. Permits are valid for 365 calendar days from date of issue. If this was a well permit and the well has been drilled, a well log and a pump install log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater 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 required to be submitted within 30 days of the completion of the system. If no system was installed under 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 one-time renewal fee for a second year may be issued for a $115.00 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 $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW070201 Legal Description: RAMERT LOT 01 Design Engineer: 0003 S & S ENGINEERING Owner Name: DAVID GAGE Owner Address: 8811 JULY CREEK CIRCLE EAGLE RIVER , AK 99577 - Date Issued: Aug 10, 2007 Expiration Date: Aug 09, 2008 Parcel ID: 060-342-07 Site Address: NHN STONEHILL DRIVE Lot Size: 65870 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field ❑✓ Septic Tank ❑ Holding Tank 0 Privy E Private Well 0 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: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THE ENTIRE SUBSURFACE DISPOSAL FIELD IS NOT WITHIN A 30 FOOT RADIUS OF A PERCOLATION TEST. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO THE CONSTRUCTION OF THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP PENDING ON-SITE REVIEW AND APPROVAL. Received By: Issued By. &e/ 4'0-C4,� Date: Date: S/r/ 7 Municipality of' Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. DUO 314a- 0/- Property owner{�s) a Ve Eq9 e Day phone 157 Mailing address %$1\ Site address AMA) Sk/L{'/r!I Drive. Zip Code / Legal description (Sub'd, Block & Lot) tot /I 12ame rt Sib Legal description (Township, Section & Range) L/ Lot Size (n5, %.7-0 Sq. Ft. Number of Bedrooms T Zip Code O O S THIS APPLICATION IS FOR (Earl that apply): THIS APPLICATION 1S AN: Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage Initial Upgrade ❑ Renewal I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwellinand is in accordance with applicable Municipal Codes. (Signature of pro' rty owner orau gent) Permit/Rush Fees: Date of Payment: Receipt Number. o16 O (Rev. 11/05) 0 Waiver Fees: Date of Payment: Receipt Number: S&S IneeRing NEALTHAUTHO PITY APPROVALS SEWERS WATER MVV EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AHO REPORTS WELL INSPECTION S FLOW TEST SITE PLANS ROAD DESIGN SOL TEST PERCOLATION TEST STRUCTIRIALS MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN August 3, 2007 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 1; Ramert Subdivision ROBERT C. COWAN, P.E. CML ENGINEERS (907) 694-2979 FAX (907)694-1211 It Is requested that you issue a permit to Install a new well and septic system to serve the proposed four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 10/13/94, ground water was not found. After monitoring, no ground water was found. 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. If you require additional information, please contact us. Sinc ben A. S/bjj Enclosure 15681 S. Birchwood Lp. Rd. — Chugiak, AK 99567 1" = 40' SLAT F DESIGN SITE—PLAN n•I. W. A / / w / z 2 41 41' /'- ...L / / / / / 0 / 1 / r / / z n / / / /: 11 1/ � 1 11 / / 1 14 / / / 11gt i / 11 =z / / 1_/ / - i / / `U c On / O n / n / /~> c // 1 rriA / 0 / G. / m0 / • / n�o— / ti / A NN N / __-o^y / Y _rir- on Ls / / so�/a/ = O / / "> A0 n3' / =m0 _ / 2 00 0 aZi --/ / NAN H / m0m A> / �o Icy. / l / / b / / iit / p / // b / / / / / gia.! I 1 alF3 / V NA 01_1-1 icg� inal --RF o 6 m a �o;q TN �rOin�_Z :nv'' - vvTAG —I ►-� _es = Iv R � %I la b r 0 1 w 0� C•� XSI-01 HAM si sio • • 1 r 0 H O 0 • • D 0 DESIGN SITE—PLAN I I I I I I I I I I I I I I ilfg! I fit c13b� ttl C/) z �-r r 0 1-3 lam I. N P-3 C/1 b ye +; Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 `L" Street, Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: n. -F-0 }MU.En7, LEGAL DESCRIPTION: I-ACr . &MEC -1 1- 2 5- 6 7- 8- 9- 10- 11- 12 13 - 14 - 15 - 16 17- 18 - 19- 20 - araPTti4 t.N' ORL. '9p9a sA�. 1' k f 1 t 0 1 t 5 4, 4 t ) r's. ROBERT C. COwAN 9 ,� 1 04 091 DATE PERFORMEk J r e 0//t01 •:' hL1 ipyvnship, Range. Section: L `O 71, S? %'1,643 SITE PLAN •S SLOPE WAS GROUND WATER ENCOUNTERED? IF VES, AT WHAT DEPTH? Depth to Water Atter Monitxtngt Wit Datc 43114 5 1 O P E w SSE_ S {PSH -N Reading T: 14 A...rev ••• *Ur re 14371 (4.:'..-•...... .e St. Pilaf/ grat\e'pre COMMENTS H. ExcAt .r Fp Date mhehr PERCOLATION RATE Gross Time '70 7 42 S2. : S3 v.:ot sli Net Time 113., .41 10 w� 10A.t4 10x..1 tor. fb.a....r 0 pth o Water ayy' 31" Iminutesonchl PERC HOLEDIAMETER TEST RUN BETWEEN, 3 FT AND if FT c?floyey6-12 ei" .EC. f1N I.S2 k4 1%resc. Net Drop 13/v IIy I%~ I 1%. / 1: PERFORMED BY%mOn 'tnt. 5 & S NGINEERING ?. ' tattle River L CERTIFY THAT�HIS TEST WAS PERFORMED IN ACCORDANCE 1 TH All STATE AND MUNICIPAL GUIDELINES IN-EMtfilsil'rgh DAT s DATE' // 31 cI 72-008 (Rev. 4/85) S&S Enctneetung NAPA PEALTHAUTHORNY APPROVALS SEWER & WATER IMM EXTENSIONS SEWERA WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION S FLOW TEST SITE PIANS ROAD DESIGN SOIL TEST PERCOIATIOI TEST STRUCTURAL& MECHANICAL MSPECTIOF6 CN SITE WASTEWATER CISPCSALSISTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 1; Ramert Subdivision August 3, 2007 GENERAL: ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907)694-2979 FAX (907) 694-1211 1. The scope of this project includes the installation of a new 1300 gallon HDPE septic tank and a septic trench to serve the proposed four bedroom residence located on the referenced property. 2. 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. 3. 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 Development Services Department or ADEC if required, for system installations. Owners installing their own systems must also receive prior approval from the respective agency. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. All HDPE septic tanks are required to have a 4" monitoring pipe installed next to the tank extending to the bottom of the tank. $ 15681 S. Birchwood Lp. Rd. — Chuglak, AK 99567 Page 2 Lot 1; Ramert Subdivision August 3, 2007 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. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. All HDPE septic tanks are required to be covered with a minimum of 2" direct burial insulation, and a maximum of 4 feet of cover. 5. 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. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. 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. 2. 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. 3. 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. 4. 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. 5. Backfill over the final gravel layer must not be Tess 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 1; Ramert Subdivision August 3, 2007 MINIMUM MATERIAL SPECIFICATIONS: I. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Tvpe 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. 3. 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. A11 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 4 Lot 1; Ramert Subdivision August 3, 2007 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: 1. 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. 2. 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