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HomeMy WebLinkAboutT12N R3W SEC 33 LT 99T12N R3W SEC 33 LOT 99 018-262-08 EXPIRED PERMIT 3fayor 31ark Begich Aitmieipdity of Anchorage P.O. nUX 196(M - AnchomfiC. A]aMW Y)519-r�fi.,0 • Tcicphonc (907) 333-F-301 • Pas (907) 333-52(X) 4700 Brngaw Stnct • Anchomgc, Alaska W507 September 13, 2005 Leslie &: Barbara Maxwell 14633 Maxwell Place Anchorage, AK 99516-4065 u1m..munl.or„ Btflldintr Safcty Division Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040413 Legal Description: T12N R3W Sec 33 Lot 99 Dear Mr. &: Mrs. Maxwell: An On -Site Water/Wastewater Permit, number SW040413, issued by this office for a single-family system, will expire on October 07, 2005. The permit is valid for 365 calendar days. If this was a well permit and the well has been drilled, a well 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 new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for anew 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, Q Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit C0111111ullity, Security, Prosperity } • MUNICIPALITY OFANCHORAGE 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 PERMIT Renewal Date Issued: Oct 07, 2004 Expiration Date: Oct 07, 2005 Permit Number: SW040413 Parcel ID: 018-262-08 Legal Description:'T12N R3W SEC 33 LT 99 Design Engineer: 0003 S & S Engineering Site Address: 014633 MAXWELL PL Owner Name: Leslie & Barbara Maxwell Lot Size: 108900 SO. FT. Owner Address: 14633 Maxwell Place Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99516-4065 This permit is for the construction of: Q 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 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. Received By. ` Date: 10 Ido '/ Issued By.� Date: 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.sk.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 6/9 a Permit Number SW Property Mailing address (1 Day phone i� '9957<' Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.)-7-IPA' e_gtJ df_G 33 "eat 99 Legal description (Section, Township & Range) Lot Size MTi9z Acres/ .Ft THIS APPLICATION IS FOR: Number of Bedrooms 5 - Sewer Sewer Onlyj Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. �27 (Signature of property owner or agent) Permit Fees:ZI/ ka IIS-- Waiver Fees: Date of Payment: 9 a3�oY Date of Payment: Receipt Number: 58G Receipt Number: (Rev. 12/00) 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 PERMIT Upgrade Date Issued: Oct 08, 2003 Expiration Date: Oct 07, 2004 Permit Number: SW030422 Parcel ID: 018-262-08 Legal Description: IT120dW SEC 33 LT -99,1 Design Engineer: 0003 S & S Engineering Site Address: 014633 MAXWELL PL Owner Name: Leslie & Barbara Maxwell Lot Size: 108900 SO. FT. Owner Address: 14633 Maxwell Place Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99516-4065 This permit is for the construction of: ❑V 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 DSD at least 2 hours prior to each Inspection. Provide notification by catling (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. Received By: Issued By: Date: /e�/o�✓3 Date: O 8 D3 Municipality+ of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw Sl. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Qj <Z6— 7A-oZ—©:::�' Permit Number SW115F0422. Property owner(s) I_C5LIE i 0$.(LSAa}a MAY, WFLL Day phone Mailing address (1) % ASP 33 M k:(.W A Mailing address (2) P.\ ra stC1a Zip Code 0%015 ( to Legal description (Lot, Block & Sub'd.) \ JL \\ Legal descriptions (Section, Township & Range) Lcar q 5 � (m 33 i 12 N TZ3 S. M Lot Size I Acres . THIS APPLICATION IS FOR: Number of Bedrooms 5 Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade R THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above Information Is correct. I further certify that this application is being made for a Single Family Dwelling and Is In accordance with applicable Municipal Codes. ENGINEERING (Signature of properly owner or authorized agent) [' Engle "tir• Alas `"5 Es�le P.Iver, Alaska 99577 Permit Fees: y Od• Waiver l=ees: Date of Payment: °i �� �° 3 Date oI f payment: Receipt Number: o'1 11 S / C L_ Receipt Number: (Rev. 12100) I NElligineekilIG ROBERT C. COWAN, P.E. CMLFNGiNEEnS (907)694-2979 FAX(907)694-1211 September23,2003 HEALT APPROVALS MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 SEWERAWATERo,r Anchorage, AK. 99519 REFERENCE: Lot 99, Section 33, T12N, R3W, S.M. SEWER 6 WATER PEPECTION It Is requested that you issue a permit to Install a septic system with a lift station to upgrade the existing two bedroom residence with a proposed three bedroom addition on the referenced property. ENCIMEERMSTUOIES AND REPORTS Two test holes were excavated and percolation tests were both performed on 9/12/03. The approximate location of the test hole is located on the attached site plan. Ground water. was monitored as shown on the attached soils logs. After seven days of ground water WEUMCTM A FLOW TEST monitoring the test holes were found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve SnEPLAM 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. ROADDESIGN If you require additional information, please contact us. Sincerely, SOILTEST . PERCC ATEDN Voert2AT_ TEST RCC1jhm Enclosure 6TRUCTOM& AECKANCAL ENSPECEICNS ONSITE WASTEWATER OISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP SURE 204 • EAGLE RIVER ALASKA 99577 SITE PLAN DESIGN I" = 60' rAl F I 0�4 mG01 0 OCw o m yfV� [ r I �••!�I (7 l'J �NO Cl)Ilp b^A 1 .y I n •7 ^� 11 O p Z �aHs x.11 Oqp t rpl� 1 �iS IZjI 'opo a � I � v m• i 9 " o F ---L--- _1 a q_ Ro C FLATt e I I \ \ �===i=-------❑ -�co —ALTERNATE SITE y uJ'o T Y O WHSit rHl 1R xn O L I I V a \ �\ gge ..J W I I sn asfy " o4o- zom 4m�y Z I� I �yff{�a 0'M. C�ASpm O2 O !V `y w cz iV Ip ° I ziNa 'i. � n pm��Cy[0 C I� I �mz�KN b I� 3 I 9yma�mm � 13 ooy?ezo .'' I I Cc'I fn z>A I I A9om mi o>zy xn A OS —J I — Oo0 ZyZ co to I I I I I z� CN I I 07 Ico =imm :r,1 Municipality of Anchorage v C, �FfGINEER' SFS(.,4 Development Services Department � ;� 414 17 Build;ng Safety Division - - y1 On -Site Water and Wastewater Program�'�'� 4700 South Bragaw St. 0 ......... ..............� P.O. Box 196650 Anchorage, AK 99519.6650/4 y ROBERT C. COWAN www ci anchcrace ak us I�P� CE • 880) (907) 343.7904 to Soils Log - Percolation Test PaAcrmed Frw B A R 13 A A 4. 4 L E S 4., ¢. M AX w 4- LL- Date Performed: / a - p '; Legal DesCrl;!!Cc: I- t7 , I I TewrsNp. Range. Sectcn:Ti )L A,,, R 3 W, 54EGnP,.., 3 Depth 'L, ti TEST #04 -✓L- 9 l OAIt4m cs Ft r_t. 12- 13- 14- 15- 16- 17- 3-14-15- 16- D 18- 19 - COMMENTS V1 WAS GROUND WATER W 0 ENCOUNTERED? s IF YES. AT WHAT DEPTH? — L O Depth to Yater Alter pR P Monitoring? _ _ E Date:'7/3L W. T rlan r— Reading Date Gross Time Net Time Depth to Water Net Drop 7- q11 3 lo 3 6w/Sw/�.w1 10- v w 5ILT' 12- 13- 14- 15- 16- 17- 3-14-15- 16- D 18- 19 - COMMENTS V1 WAS GROUND WATER W 0 ENCOUNTERED? s IF YES. AT WHAT DEPTH? — L O Depth to Yater Alter pR P Monitoring? _ _ E Date:'7/3L W. T rlan r— Reading Date Gross Time Net Time Depth to Water Net Drop iR454AK q11 3 lo 3 O ,. '30 IV 40 9 r4 ,t rr S'/ti ~ S-() (00 C) s,8 y 119 .. PERCOLATION RATE -1 , 3 PERO HOLE DIAMETER 6 TEST RUN BETWEEN 6_ FT AND -7 FT S & S ENGINEERING PERFORMED BY: 1 CERTIFY THAT THIS TEST WAS PERFORMED INACCf.IR�a} -- ' Vefw iL�A`D T301C PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: IT X A. Municipality of Anchorage Development Services Department Building Safety Division r • y1 On -Site Water and Wastewater Program r' 4700 South Bragaw St. r .. I P.O. Box 196650 Anchorage, AK 99519-6650 ROBERT C. COWAN ! C w N ci ancheram akus c' C`. -SBOV 4 (907)343.7904 �Jj� �••i� Soils Log - Percolation Test performed For &R QA,e 4 Q. c. F. f L o f M AX w G e- (_ Date Performed: � �i 1 /n 3 Leval Desc^pt:cn: Township, Range. SectionT /1 A-, R 3 L✓ _5E.CT14,4 33 Slope Site Plan 3- 4- 5- Depth ct sr�T�549.0 OL CM C 44 V4 L ul R4c..Cs 'PE2c o.rly 20 - COMMENTS 0 WAS GROUND WATER N J Date ENCOUNTERED? Net Time Depth to Water s IF YES. AT WHAT DEPTH? — L Depth to Woter After .., p Monitoring? a Date: Reading Date Gross Time Net Time Depth to Water Net Drop PR/csugit "11, 3 03 O O A/ ` — 30 .�fl mom 3 60 o y 5/11 -y — 0)O 3'/y" PERCOLATION RATE y. 'X fmrwtev'm ) PERC HOLE DIAMETER (� •• TESTRUNSETWEEN- -7_ FT AND Q FT S & S ENGINEERING PERFORMED BY: 7 A Nd#Jc�Bd I PERFORMED IN AjC}7- - Q nIOE xil�lfIAAI� -hTE AND MUNICIPAL , CcRJf< _ CERTIFY THAT THIS TES NJ !A$ °T IN EFFECT ON THIS DATE. DATE: /Z ? ROBERT C. COWAN, P.E. . <. CML ENGINEERS (907)694-2979 ON-SITE WASTEWATER DISPOSAL SYSTEMFAX(907)694.1211 CONSTRUCTION PRACTICES and HE1T1A fM ftr APPROVALS MATERIAL SPECIFICATIONS REFERENCE: Lot 99, Section 33, T12N, R3W, S.M. MWEATER MNO EENSK r S September 23, 2003 GENERAL: SEWER&WAPISPECRONTER 1. The scope of this project includes installing a 1500 gallon HDPE septic tank, lift station and leachfield to serve the existing two bedroom residence and proposed three bedroom addition located on the referenced property (five bedroom total). ENaNEERI4SR101ES ANDREPORT3 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. WELL HSPECRON AFLOWTEST .. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 31TEFLMS 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 P01D0E5tf�' Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. BOR TEST SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction ff„CMATION TEST shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. BTAXTIIRALB � 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. ONSITE WASTEWATER OMPOSAL34TEM OEStGN 17034 NORTH EAGLE RIVER LGGP � SURE 204 • EAGLE RIVER ALASKA 99577 Page 2 Lot 99, Sec 33, T12N, R3W, S.M. September 23,2D03 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 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 fl. 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. Two flow dividers shall be installed sending 3/4 flow to longer trench and remaining 1/4 flow to shorter trench. 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 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 99. Sec 33. T12N. RX S.M. September 23.200.1 1111NII%IU11i 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 52W 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 beat 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 leachSeld 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 99. Sec. 33. TI 2N. RX S.M. September 23, 2003 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 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragew St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ai.anchorage.ak.us (907)343-7904 n ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET 0 v -�,To: 5 A 5 ENGINEERING 0 3 2 Legal description: T12N R3W SECTION 33 LOT 99 j The attached paperwork has been reviewed and is being returned for the following reasons: io El ❑ 1 ❑ 1- ❑ i ❑ s ❑ a ❑ 3 ❑ 0 J ❑ x ❑ 0 ❑ 1 ❑ o ❑ El Original signature or stamp missing on Calculation error in design. _ Additional soils information needed. Water monitoring results inadequate. Discrepancy in information submitted. Topographic information missing or inadequate. _ Incomplete; missing Incomplete; missing _ Additional adequacy test information needed. Water sample unacceptable. _ Measured/proposed distances/dimensions missing. _ Locations of all soils, percolation and water monitoring tests not shown. _ Proposed system too deep for soils information submitted. Well log required. _ Omission in narrative. Insufficient fill over tank or field._ Other. IS THIS A CLASS 'C' MULTI FAMILY SYSTEM Name of reviewer: DAN Date: 10/2/03 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK