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Home My WebLink AboutMCCREADY MEADOWS LT 11Municipali y of An Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERNVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 61s- —tlqcp— F1 Permit Number SW Property Mailing Site adc Legal di Legal description (Section, Township & Range) Lot Size :5 ?, q.311 Acr Cs/Sq.Ft. phone THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only 1:1 Well Only E3 Sewer and Well Water Storage El Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub 11 Jacuzzi El Swimming Pool El Water Softening Unit Therapy Pool E] 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. (Signature of properly, owner or buthorized agent) PermittRush Fees: (600 Waiver Fees: Date of Payment: Date of Payment: Receipt Number: "41 Receipt Number: (Rev. 09/04) 1, 1 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 I WATER SUPPLY PERMIT Initial Permit Number: SW040372 Date Issued: Sep 02, 2004 Expiration Date: Sep 02, 2005 Parcel ID: 015-092-89 Legal Description: MCCREADY MEADOWS SUBDIVISION LOT I I Design Engineer: 0836 Brian T. Harten Site Address: 9971 HAMPTON CIRCLE 44 Owner Name: JOHN FASCHAN Lot Size: 57934 SO. FT. Owner Address: 9971 HAMPTON CIRCLE 44 Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99507 - This permit Is for the construction of: M Disposal Field [j] Septic Tank Holding Tank F] Privy Private Well F-1 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, seated, and heated to prevent freezing. Received By - Date: 7 Lf.!j Issued B AA—r�` Date: 9Lz 4a i 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.muni.org/onsite (907) 343-7W4 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 01509289-000 ____Permit Number SW Property owner(s John Faschan Day phone 276-7933 Mailing address (1) 213 W. Fireweed Lane "address (2)Anchw� 5011 d6woA" 0itTU,(41ipT`o1dSe0'+995eS Legal description (Lot, Block& Sub'd.) Lot 11 McCready Meadows Subdivision Legal description (Section, Township & Range) LotSizeA-33- 64qN 82!fj/Sq.Ft. Number of Bedrooms It S THIS APPLICATION IS FOR: Sewer Only 13 Well Only 11 Sewer and Well El Water Storage El Sewer Upgrade 13 THIS PROPERTY CONTAINS: HotTub 13 Jacuzzi Swimming Pool [3 Water Softening Unit Therapy Pool 13 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. (Signature of property owner or authorized agent) Permit Fees: jj56-Vb Waiver Fees: Date of Payment: 401 IN Date of Payment: Receipt Number. 61 ta Vn, Receipt Number (Rev. 12100) BTH CONSTRUCTION9 LLC P.O. Box 110358 o Anchorage, AK 99511-0358 Phone/Fax.336-3447 * E-mail., bth@gd.net August28,2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 RE: Proposed Well and Septic Design Lot 11, McCready Meadows Subdivision To Whom It May Concern: The proposed 3 bedroom house will be served by a private well and an on-site septic system. Two test holes were excavated on the subject property during the development phase of this subdivision. A copy of these test hole logs have been attached for your review. Both the primary and the reserve drainfields have been designed around the 30 foot radii of these test holes. Additionally, the soils will be visually classified during construction to ensure that they are consistent with the attached test hole logs. We are proposing the installation of a 1,000 gallon septic tank and 2 each, 3 foot wide x 30 foot long drainfield trenches to meet the wastewater disposal requirements of the proposed structure. Comments regarding this design are summarized as follows: Soils See attached soils log which details soil classifications, groundwater observations and percolation rates. Drainfield Deslan See attached design drawings for drainfield sizing calculations. Surface Waters There are no adjacent surface waters within 100 feet of the proposed well and septic Improvements. Topoarsift The subject lot has a level ridge running north/south approximately through the core of the lot There are steep slopes of 46% to the west and 32% to the east of the proposed home site and septic system area. The septic system design has taken into account the required 50 -foot setback from slopes steeper than 25% for both the proposed primary and reserve drainfields. Additionally, during construction, the setbacks will be confirmed and if necessary, filling and grading will occur to meet the setback requirements. The proposed construction will not alter or impede the lots natural drainage patterns. Groundwater and Bedrock No groundwater or bedrock were observed at any Ume during the original test hole excavations. Closing The development of this property will not preclude the adjacent properties capacity to construct future wastewater systems. I am unaware of any adverse Impacts this Installation would have on any existing adjacent wells or septic systems. If you have any questions or comments on this design, please feet free to contact me at 230-3992. Regards, Brian T. Harten, P.E., BTH Construction, LLC . LOT 8 MCCREADY MEADOWS UNDEVELOPED LOT 7 MCCREADY MEADOWS UNDEVELOPED LOT 9 MCCREADY MEADOWS ANDS UNDEVELOPED B LOT 10 MCCREADY MEADOWS UNDEVELOPED SUBJECT PROPERTY LOT I I MCCREADY MEADOWS 189.64 S89*46'26 2LI . . 91 LOT 6 PROPqD 3;I3R MCCREADY MEADOWS SIN FAMILY .. M ?: HOME N�N UNDEVELOPED 0 PROPOSE p ghAVE4 0 0 DfIVEWAJ % % DT 5 LOT 5 MCCREADY MEADOWS UNDEVELOPED LOT 1 EILK 3 HAMPTON HILLS #1 10' T&E ESMT SLOPE LINSUBDIVIDED OF AZ 4 ............... BRIAN I HARTEN NO. 10068 -CE .100 LOT 13A BLK 2 HAMPTON HILLS #1 WELL'�,, 0 CL LOT 14 BLK 2 HAMPTON HILLS #1 STH CONSMUCrIGIV, LIX P.O. Box 110358 ANCHORAGE. ALASKA 99511 PHONE: 336-3447 LOT 12 BLK 2 HAMPTON HILLS #1 LOT 11. MCCREADY MEADOWS SUBDIVISION OVERALL SITE PLAN SCALE: HOR. 1* -100' AT' OL1211/24 GRIDS: 2440 1 -� I -7 SHEET f VER. MIS OLIME"R . JO'N FASC�N 8 E A T 5r / / LOT 5 EA U 10' T&E ESMT 13A B* 2 ON HILks #I WELL'�, HrH CONSMIACROV, 1-1-C LOT 11, MCCREADY MEADOWS SUBDIMSION TOPO MAPPING P.O. Box 110358 ANCHORAGE. ALASKA 99511 PHONE: 336-3447 SCALE: HOR. 1*- 100*1 DATE: 08/28/04 IEET 2 oflll� VER. wTS r��CHAN 4 189.64 !;89-46'�64W 62.2 T 25.5' Na 1 34.5- FLOWL SPUTTER LOT 11 1000 CAL. MCCREADY MEADOWS SEPTIC TANK PROPOSED 3 -BEDROOM SINGLE FAMILY HOME PROPOSED DRIVEWAY PROPOSED WELL ----------------- 15' SLOPE EASEMENT T&E ESMT T&E ESMT A&TH CONSMIMOV ., LLC P.O. BOX 110358 ANCHORACE, ALASKA 99511 1 PHONE: 336-3447 or SEE 20.5' [LF LONG X I?ENCHES W/ 7 FT TIVE ROCK 4. 4*1. NOTE: CONTRACTOR TO FIELD VERIFY THAT BOTH PRIMARY AND RESERVE SITES ARE 50 FEET FROM SLOPES GREATER THAN 257. cib n a 10' T&E ESMT� OF ....... 4z...4 A., ............ .............. BRIAN T. HARTEN NO. I 8 -CE V-10 .. . 11 00 eq, 0 ....... LOT 11, MCCREADY MEADOWS SUBWASION SEPTIC SYSTEM DESIGN LAYOUT SCALE: HER. 1* -40- 1 DATE: 08/28/04 1 GRID 3 VER. NTS 10�Ell: JOHN FASCHAN SHEET ��f 4 DESIGN CRITERIA: HOUSE SIM 3 BEDROOMS SOILS PERCOLATION RAM 30 MINJINCH. ABSORPTION AREA - Vo AIL I,WIJI�) -TRERR85M -RCPD/"'R' Wliffml�� TRENCH LENGTH - AREA ASSUME 10' DEEP. 'r EFFECTIVE DEPTH. DEPTH X 2 . 750 SF rF—TX 2 - 53.6 LF SAY 60 LF FOR ADDITIONAL CAPACITY. 2 EACH TRENCHES. 30 LF LONG DEEP TRENCH WATER APPLICATION RATES 6-15 16-30 FR —EF E—R IT —0 —SH E -E fl CLEANOUT 31-60 MONITORING TUBE 3' WIDE 3 I TR/E4NFOR ACUALJ (TYPICAL) r(TYPICAL) C, LAYOUT. _ — — — — — — — — — — — — — — — —F F_ >60 MT CO AS REO'D PLAN VIEW FINAL GRADE. MOUND TO PREVENT PONDING AFTER SETTLEMENT SILT BARRIER I NATIVE BACKFILL I PROV10102AM40 PSI DIRECT BURY BOARD INSULATION IF EARTHEN COVER LESS THAN 36". j FILTER MArL "/A 11.2 1 - 125 (125) 2 - 250 3- 375 4 500 5 625 0.8 1 188 (188) 2- 375 3 - 563 4 - 750 5 - 03a 0.6 1 - 250 (250) 2 - 500 3 - 750 4 - 1000 5 - 1250 0.45 1 - 333 (333) 2 - 657 3 - 1000 4 - I= 5 - 1667 N/A 1.0 1 - 150 (150) 2 - 300 3- 450 4 - $00 5- 750 EP, '6CK SEPTIC ROCK .0F..Aj �PXII e— i ;1;11 00. .............. BRIAN T. HARTEN iol NO. 10068—CE - %.,�o 'p-er N*,-o� -Lio.o ......... 3 FEET WIDE X\f PROFESSIO*�� A17rH ACONSMICrIGN, LLC LOT 11. MCCREADY MEADOWS SUBDI\ASION SEPTIC SYSTEM DESIGN CALCS AND DETAILS P.O. BOX 110358 ANCHORAGE. ALASKA 99511 SCALE: NOR. N/A DATE: 08/28/04 1 GRIDS: 2440 -ET 4 PHONE: 336-3447 VER. N/A JOWNER: "N FASCHAN I SH E ,- of 4 TREN SOILS PERc RATE MINAN cpD/sF (SFAED) I 7A ,77A ,Wj 6-15 16-30 FR —EF E—R IT —0 —SH E -E fl CLEANOUT 31-60 MONITORING TUBE 3' WIDE 3 I TR/E4NFOR ACUALJ (TYPICAL) r(TYPICAL) C, LAYOUT. _ — — — — — — — — — — — — — — — —F F_ >60 MT CO AS REO'D PLAN VIEW FINAL GRADE. MOUND TO PREVENT PONDING AFTER SETTLEMENT SILT BARRIER I NATIVE BACKFILL I PROV10102AM40 PSI DIRECT BURY BOARD INSULATION IF EARTHEN COVER LESS THAN 36". j FILTER MArL "/A 11.2 1 - 125 (125) 2 - 250 3- 375 4 500 5 625 0.8 1 188 (188) 2- 375 3 - 563 4 - 750 5 - 03a 0.6 1 - 250 (250) 2 - 500 3 - 750 4 - 1000 5 - 1250 0.45 1 - 333 (333) 2 - 657 3 - 1000 4 - I= 5 - 1667 N/A 1.0 1 - 150 (150) 2 - 300 3- 450 4 - $00 5- 750 EP, '6CK SEPTIC ROCK .0F..Aj �PXII e— i ;1;11 00. .............. BRIAN T. HARTEN iol NO. 10068—CE - %.,�o 'p-er N*,-o� -Lio.o ......... 3 FEET WIDE X\f PROFESSIO*�� A17rH ACONSMICrIGN, LLC LOT 11. MCCREADY MEADOWS SUBDI\ASION SEPTIC SYSTEM DESIGN CALCS AND DETAILS P.O. BOX 110358 ANCHORAGE. ALASKA 99511 SCALE: NOR. N/A DATE: 08/28/04 1 GRIDS: 2440 -ET 4 PHONE: 336-3447 VER. N/A JOWNER: "N FASCHAN I SH E ,- of 4