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Home My WebLink AboutT12N R2W SEC 30 W2SW4SW4NW4TI N, R W, Section 30 W2, $W4, $W4, NW4 #021-011-09 MunicipalilyolAnchorage Page I o1~ DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 e Ahchorage, Alaska 99519-6650 · Telephone: 343-4744 on-silo Waslewaler Disposal Syslem and/or Well Inspection Report Per,nil Number: 5 ('~.)(~0'~(~ PID Number:, O~J- OJ~- ~ ~ ~ ~4 ~ Waslewaler System: ~New U Upgrade ' I SEPARATION DISTANCES o Septic ~ Holding 0 S.T.E.P. Surlace I Remmks: 4LT~4T ~ ~7~ BENCHMARK 17034 Eagle River Loop Road, No. ~ ~ ' ~/~ ~% ~ ~* ~e~attmenl bt Heallh and HBman ~erv~ces approvm '~,"~'- ..~' ' PERMIT NO. $W990306 PAGE: 2 OF 3 Municip, o. li't oF Anchoraqe DEPARTMENT OF HEALTHAND HUFFAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 m_Anchor~ge, Al~sk~ 99519-6650·Te[ephone, 343-4744 ON-SITE WASTEWATER U[SPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL W~, SW~, SW~, NW~, SEC. 30, T12N, R2W P.I.D. No. O21-011-09 P£RMIT NO SW990306 PAG£ 3 OF 5 D ........ I¥1u_ni c ip 9ii J: y._o. f' Anchor'aae I:I-'AH/IYIIzN/ OI- HIzAL/H AND HUI"TAN SERVICES ENVIRONMENTAL SERVICES DIVISION ON-SITE P.O. Box 196650 ~_Anchor~ge, Al~sk~ 99519-6650 · Telephone, 343-4744 WASTEWATER I.) SPOSAL SYSTEM AND/OR WELL INSPECTION REPORT L~¢A~ W~, SW~. SW~, NW~, SEC. $0. T12N. R2W P.I.D. NO. 021--011--09 ST1 ST2 /62.5' °° I A B :FC01 11.0' 48.0' FC02 11.5' 48.5' !DBL1 100.5' 97.5' IDBL2 101.5' 97.5' ST1 101.0' 95.5' $T2 100.0' 89.0' DBL3 100.0' 87.0' DBL4 100.0' 86.0' DV 101.5' 86.5' 001 125.0' 131.5' 002 108.0' 83.5' C03 151.5' 151.5' C04 121.0' 92.5' MT1 122.5' 128.0' MT2 150.0' 129.0' MTl=51.5'/ /- FINAL GRADE , C01=59.8, / C03=57.4 LCO2:61.O / LC04=58.2, . c01--56 6' i , MT~=49.I'~ · NO WATER FOUND 43.1' B.O.H. ~£¢-01--1999 1~:~ ~H ~L£H~N~£R $452440 tIE,CTy I~ILLIN~ · ~40 AKULA on~v~ ANCIIORAGE, AK 9~6'iG (9071 345-0593 WATE:R WELL REGORD STATE OF ALASKA OERARTMENT OF NATURAL RE$OURE$ OlvlEIan of Oeolo~lcel & Geophysical Surreal .-~:1. J......, o...,.~.~o. Lo, ~OI~TANC[ AND DIRECTION FROM ~OAO INT[RI(CTION~ I, OIN[R .,,.., ..........,..., ..,,...,,.., ~.'~. ,.,,.-~,,.~--~-~ ~ A~.,.J.~ ~I ~. ,. o-,,.,.., ~..,.,, o~,,.., o~,,, . ~. ~ ./J-(- '~,~::' /~ /~ o,..,..,,., o.,,..,,, o--.,,,.., ~ ~_ ~ *. c,,~, 0 ~"""" O ~'"'" I~LLEI V ............. ,o...,e ~... L~.u //d .. ~ ~//~ ........ MUNICIPAUTY OF ANCHORAGE Department of Health and Human Sen/ices On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-~650 (907) 3434744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT ~-?..~ ~ Renewal Date Issued: Aug 31, 1999 Expiration Date: Aug 30, 2000 Permit Number: SW990306 Legal Description: T12N R2W SEC 30 W2SW4SW4NW4 Design Engineer:. 0003 S & S Engineering Owner Name: Chris Alexander Owner Address: 8700 Spendlove Drive Anchorage, AK 99516- Pamel ID: 021-011-09 Site Address: 009000 SPENDLOVE DR Lot Size: 217800 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail 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 Ddnking 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 Apd115, 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 lo prevent freezing. 5. The following special provisions. This is a renewal of permit #SW980188 issued 6/19/98. Received By: Issued By: fl: 825 "L' Street R~ck Mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650 Mayor · http:/,www.cLanchorage.ak.us July 8, 1999 Christopher & Janet Alexander 8700 SPENDLOVE DRIVE Anchoni~e, AK 995163356 Subject: TI2N R2W SEC 30 W2SW4SW4NW4 Permit # SW980188 PID # 021-011-09 The subject permit, issued 6/19/98 by this office for a single family well and/or on-site wastewater system, has expired as of 6/19/99. ffyou 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. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained fi-om this office for a well and/or on-site wastewater system NOT installed by the expiration date. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any quemons, please call this office at 3434744. ~ LFa Program Manager LJx''' ~0 ~ '~^ ~,,'-- On-site Services ' ^ n ~0t~ ~ · . ,, enc: Copy of Permit PAGE I OF MUNICIPALITY OFA NCHOP. AGE DEPARTMENT OF HEALTH AND HU~2~N SERVICES P.O. BOX 196650, 825 'L" STREET, ROOM 502 · /gCHORAGE, AL~KA 99519-6650 ON-SITE WELL A~D WASTEWATER DISPOSAL SYSTEM PERMIT PEP~T NUMBER:SW980188 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:~?~XANDER C}{RISTOPHER & JANET OWNERADDRESS:8700 SPENDLOVE DRIVE ANC~OP. AGE ALASKA 99516 DATE ISSUED: 6/19/98 EXPIRATION DATE: 6/19/99 PARCEL ID:02101109 LEGAL DESCRIPTION: T12N R2W SEC 30 W2SW4SW4NW4 LOT SIZE: 217800 (SQ. FT.) IgU~ER OF BEDROOMS: 5 THIS PEP. MIT: 5 THIS PERMIT IS FORT HE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM A~L CONSTRUCTIONMUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ~ REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 ~ 15.65 A~D THE STATE OF ~J~SKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) A~D DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFYD~S AT LEA~T 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 ~OURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHERMUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED A~D HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS ISSUED BY:~ DATE: DATE: ROBERT C. COWAN, P.E. June 8, 1998 CIVIL ENGINEERS (9O7) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: W2, SW4, SW4, NW4, Section 30, TI2N, R2W Request you issue a permit to install a septic system and nvell to serve the proposed q't~,e bedroom house on the referenced property. Two test holes were excavated and a percolation test performed. The approximate location o£the test holes is located on the attached site plan. At the time of excavation 10/31/97, water was not encountered in the test hole. After ground water monitoring, the seasonal high ground water level was found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas, or drainage patterns by the installation o£the proposed septic system There are no points of contamination within the proposed well radius that can be seen on the attached site plan. Ifyou require additional information, please contact us. Sincerely, ~ C/-owan, P.E. RCC/mg Enclosure 17034 NORTH EAGLE RF,/ER LOOP · SUITE 204 · EAGLE liNER. ALASKA 99577 ,.o.P. ,.c.c. 6-8-98 , OF , ~,:~/ .~, ~ CE - 880 I DESIGN CRITERIA: / ~,o.°"~ ~o..~O~,o~.,.. ~ ~ .~.~.,o~'~'" ~[o~..[o ,o 5 BDRM = 750 GPD woa~ SOILS = 1.2 GPD/SQ.FT. 750/1.2 ~ 625 S0.FI. RE~' ). TRENCH CRITERIA: 7' DEEP VE 5' EFFECTIVE ~' WIDE 65' LONG · ' ~ STRUCTURES, E~EUENYS, OR ENCROACHMENTS ~ NO RE~ ~TH[N 200' S~OWN ON THiS SiTE P~ ~ ~ SHOWN ON ~ OF S~C SY~ 2~ ~ ~-~a~ AN ~-BUILT SURVEY ORAWH o <~ WILLIAM D. FLEMING IT IS THE RESPONSISIL~ OF THE CONTRACTOR TO V[RI~ ~S[MENTS, R[~UIE[D S[PA~TION DISTANCES, AND PROPER~ UN[S PRIOR TO CONSTRUCTION. 20' UTI~ E~EMENT ALL PORTIONS OF SYS{EW ~T ]. B~CK 1 WEH ESS TH~ U.5' OFl ~ SPEND~VE ~EW HEIGHTS / COVER EqUIRE INSU~TION. / DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage, Alaska 99502~650 SOILS LOG -- PERCO~TION TEST 1 2 3 4 5 6 7 8 g 10 11 12 13 14- 15. 1(5. 17. SLOPE WAS GROUND WATER /%/O ENCOUNTERED? IF YES, AT WHAT SL DEPTH? m pO 19- 20- SITE PLAN I N &'L~ Gross Net Depth to Net Reading Date Time Time Water Drop ~o/~le~ 0 - ~ ' - ~ ,~ ~,,,, '7 tlr" S'l~" .~ . ~ '/~" PERCOLATION RATE '~- ~' (manures/ich) PERC HOLE DIAMETER TEST RUN BETWEEN 3 FT AND Y FT COMMENTS 72-008 (Rev. 4/85) PERFORMED FOR:. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Street. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DE$CRiPTiON:~A/'/~ f-~ I~/I/~st ~ ~,~ ~/*1 ! ~IW Y~/ Township. Range. Section: I N ~ ~-7,lc 1 2 4 6 8 9 10 11 12 13. 14- 15. WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop · C ,s' ,,. ~ ~; ~/~r" '/r" I0 ~ '/~. ~ " 17- 18- 19- 20- PERCOLATION RATE [/0 Im,nutes/mch) PERC HOLE DIAMETER ~ /' TEST RUN BETWEEN 'S't/Z' FTAND G '/3 FT COMMENTS 17034 Eacle River Loop Road No. 204I - ' '"' '- It . //': . Icl 7 ACCORDANCE WITH/~K~4~¥~id~d~JC~I~UIDELINES IN EFFECT ON THIS DATE. DATE; 72-008 (Rev. 4/85) S~LTEST ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS ROBERT C. COWAN. P.E. CML ENGINEERS (~07) 694-2~7~ FAX (907) 694-1211 REFERENCE: W2, SW4, SW4, NW4, Section 30, TI2N, R2W Jun 8, 1998 GENERAL: The scope of this project includes the installation of a 1500 gallon septic tank and a leachfield trench to serve the proposed five 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 othenvise, 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 shifiing of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RNER, ALASKA 99577 Page Two W2, SW4, SW4, NW4, Section 30, T12N, R2W June 8, 1998 Septic tanks installed with less than 4 ft. ofcover 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 leachfleld 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/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 (roffed-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 the trench must be mounded to prevent the formation of a depression after settling. Page Three W2, SW4, SW4, NW4, Section 30, TI2N, R2W Jun 8, 1998 MINIMUbl MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constxucted 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: T_vpe of Pipe Perforated Solid o 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, Mirafi 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: The first inspection must be conducted at, er 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. Page Four W2, SW4, SW4, NW4, Section 30, TI2N, R2W Jun 8, 1998 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 Engineefing's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTORfINSTALLER