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Home My WebLink AboutPETERS CREEK BLK 3 LT 14Onsite File s rT, Municipality of Anchorage m - 77 Development Services Department Building Safety Division 5 = On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page/ of .3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 'S-k)S�Z / cP PID Number: '� '• - �-�;- !'4 Name: J�f2t? y TI i¢C�o19S Wastewater System: New ❑ Upgrade Address: QHS f�a�L,/-jNQ / 0(V' ABSORPTION FIELD Phone: l Number of Bedrooms Ig Deep Trench [3Shallow Trench ElBed ElMound ElOther: LEGAL DESCRIPTION Soil Rating: A Z Total Depth from original grade :% S GPD/Ft' <. Ft. Block: Lot: Subdi ision: / /� 3 I F�� S CRF! Depth to pipe bottom from original rade: Gravel depth beneath pipe: -S Ft. Ft. Township: Range: Section: Fill added above original grade: /7( Gravel Length: 13 It ` Ft. Ft. ' G Well: IV() Trr2 ❑ w Upgrade Gravel width: s Fl. Number of fl* es: � Distance between lines: � Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: /01 Pipe Material. Ft. Ft. / Ft` ?0(/c— 3Q3 Driller. Date D led: Static Wa r Level: Installer: / SQ 2 Date Installed: FL A r` — Yield: Pump Set at: Casing Height bove Ground: V r V_k o � v I I''% TANK GPM Ft. Ft. SEPARATION DISTANCES S&eptic ❑ Holding ❑ S.T.E.P. ❑ Other: To From Septic Tank Absorption Field Lift Station Holding Tank ublic/Private Sewer Line Manufacturer. r' Capacity: nn `-AGQ p Well ! U� ( �— ` �— Material: rte _ / / x_54 Number off Compartments - G_ Surface Water �Q — — LIFT STATION Lot Line % D /'� / / O � Size: Manufacturer. L I — Gal. Foundation i ,f— �� —' "Pump on" level a "Pump off' level at: High water alar t: in. in. in. Curtain Drain Pump Ivta & Model Electrical Inspections pe rfo ed by: Remarks: BENCH MARK Location and Description: Assumed Elevation: Ft. Engineer's Stamp dY: irk a �Y� s-'.<�'�► s y V Inspections performed by r Dates: 15t ctgCiY4 G [7a:� 2"dl� �� U T `l ase Sesta. 3 ", Development Services Department Approval z° os •., Steven V1. Reviewed and approved by:WAI AOL/71�a , Date: het+ ^;; ", Pr 6256 (Rev. 13/00) � tP1� CF AC%44 NORTHRIM ' • 'y DESIGN NOTES: ;��: PETERS CREEK S/D t. Total Depth of Trenct is 7.5'. SUBDIVISION 17237 Boor Pow Cil Eaylo RI.� . Alaska 99577 a ate. 2. Sewer Service Line m nimum 2% slope. 907.694.7028 •��-= 3. Trench is Minimum 10' from Lot Line. 4. Lots Served by Public Water Line. 7/25/05 13 ICS . FLAT ', TERRAINLi : Of., a y NEW SEPTIC S TLC ,.,. SYSTEM A SEPTIC SEPTIC SEPTIC REA AREA AREA Septic System Construct n Does Not Pr Jude Adjot Lots From tatlon ng ti v Improveme ti c av'e'r / o o•14 rim r o tP1� CF AC%44 NORTHRIM ' • 'y V = 4 0' ;��: PETERS CREEK S/D ENGINEERING ' * *' SUBDIVISION 17237 Boor Pow Cil Eaylo RI.� . Alaska 99577 a ate. LAYOUT 907.694.7028 •��-= BL❑CK 3, LOT 14 7/25/05 N!IE:j] F.C.O. S. T. 1 S. T. 2 D. C. 0 C. 0. 1 C.O. 2/M. T. 4.5 16.5 22.5 25.5 32.5 48 Glenn Court 29.: 37.6 41.r 43.5 49 39 F1C.0. 1000 Gall4n Septic Ta4k Double C.0.1 Septic System Construction Does Not Preclude Adjoining Lots From Sanitation / Improvements. Reserve Site � NORTHRIM j ENGINEERING • r49m ' 17237 Bear Pow Circle Eagle River. Alaska 99377 a -nes 907.694.7028 "'•• T.H. M 1 PETERS CREEK S/D BLOCK 3, LOT 14 MEMEMN 3-Bdrm House C,❑.2/M.FF. C,❑.1 j PLAN AS -BUILT 9/13/05 2 of 3 11 >11 C5 J MEMEMN 3-Bdrm House C,❑.2/M.FF. C,❑.1 j PLAN AS -BUILT 9/13/05 2 of 3 11 Foundation Cleanout / Tank .9C•LSI.I evatio= 95.7 4 root l or Equal 1000 Gallon Septic Tank 'Anchorage Tank' 4' PVC To End -Point of New Trench Elevation = 95.6' DESIGN NOTES, 1. Depth of Trench Is 7.5'. 2. Septic Tank & Solid Pipe to be placed on compacted stable soil, free from boulders. 3. Sewer Service Line is Minimum 2% Slope & 3' Cover. 4. Water -Tight Couplings. V insulation over trench. 5. See Specification Sheet. 6. All Work To Conform to Municipality of Anchorage (AMC) Requirements & Specifications. 7. Septic tank to be manufactured by Anchorage Tank & welding. NOR THRIM ENGINEERING 17237 Bear Pow Circle Eagle River. Alaska 99577 907-694-7028 Test Hole Elevation = 84.5' SEPTIC TANK 4 9 ELEVATI❑N �� AS -BUILT Elevation = 97' + Flat Filter_ Fabric Elevation = 93.5!— Effective Depth, Elevation = Tube 3.0 New Absorption Trench PETERS CREEK S/D BLOCK 3, LOT 14 b: Dram By: SES• 1' = 5 ' 9/13/05 MUNICIPALITY OF ANCHORAGE Development Services Department 11 p �1rxfV`v 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 Initial Date Issued: Jul 25, 2005 Expiration Date: Jul 25, 2006 Permit Number: SWO50218 Parcel ID: 051-115-14 Legal Description: PETERS CREEK SUBDIVISION BLOCK 3 LOT 14 Design Engineer: 0838 North Rim Engineering Owner Name: JERRY JACOBS Owner Address: 4015 BORLAND DRIVE ANCHORAGE. AK 99517 - Site Address: 23304 GLENN COURT Lot Size: 10500 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: ❑d 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, seated, and heated to prevent freezing. 5. The following special provisions. -ENGINEER NEEDS TO FIELD VERIFY IF THERE IS ANY EXISTING WELL ON THE SUBJECT PROPERTY OR ON ANY PROPERTY WITHIN 200' OF PROPOSED SEPTIC SYSTEM. IF A WELL EXISTS ON THE SUBJECT LOT, THE WELL NEEDS TO BE PERMANENTLY DECOMMISIONED PER AMC 15.55.060J, PRIOR TO THE INSTALLATION OF THE PROPSED SEPTIC SYSTEM. Received By. Date: 71- � G Issued By&:� Date: 6, &0 Municipality of Anchorage 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 SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 65-1- 116 -Ig Permit Number SW Property Mailing Site ad( Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size /0'S'00 Acres/Sq.Ft. THIS APPLICATION IS FOR: S Number of Bedrooms ( phone -24 L' -6'M>_ Code 79S/ i Code 72 WA Sewer Only �Well Only ElSewer 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. of property owner of Suthonzed agent) Permit/Rush Fees: 461)-, /D Waiver Fees: Date of Payment: q/6J Date of Payment: Receipt Number. 70'tgq- r.<4 Receipt Number: (Rev. 09/04) IN�I EERING NorthRim Engineering 17237 Bear Paw Circle Eagle River, AK 99577 907-694-7028 July 25, 2005 MOA On -Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: Septic System Design, Peters Creek S/D, Block 3, Lot 14 The existing lot is being developed. Most of the lots in this subdivision have been developed. The subdivision is on a public water system. The soil test was excellent- a 16 foot deep test hole with no trace of water. This site should not negatively impact any of the other area lots. The terrain is level in the subdivision. Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Sincerely, Steve Eng, PE, PH Design Enclosures "Y�T�IM �1NZ INEERING Peters Creek S/D, Block 3, Lot 14 SPECIFICATIONS & DESIGN GUIDELINF,S Wastewater System Sizing: This is a newly developed lot within a developed subdivision. A house has been moved to the site @ 3 bedrooms. The septic system will be ncw. This requires a new 1000 gallon septic tank. The lot is small for on-site systems @ 10,500 square feet, as are neighboring lots. Most of the neighborhood lots have been developed. A public water system serves the subdivision. No adverse impacts are expected from developing this lot. The neighboring wastewater systems are located on the drawing. The lot is relatively flat. No conflicts to any neighbor lots is anticipated. One deep soil test was conducted @ 16 -foot depth. A sandy gravel soil with an excellent percolation rate. An application rate of 1.2 GPD/FF with 0.5 reduction factor for utilizing a 5' wide trench was utilized. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. Two compartment, 1250 gallon septic tank. • Watertight couplings on inlet & outlet. 5 foot minimum between the tank and bed. 10 foot to property lines. • 3 feet of cover or insulation is required for trench; an equivalent of 1" insulation for each foot soil cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1 to 4 feet from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 feet from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. • Trench to be placed level, minimum of 4 feet to groundwater, 6 feet to bedrock from drain -rock. • Drain rock to be 1/2 inch to 2 %: inch screened. Drain rock to be distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. • Silt barrier (filter fabric) to be installed above the drain rock. • Smeared trench sides must be raked or scarified before drain rock placement. • Backfill over drain rock must not be less than 36". • The finish grade must be mounded to promote drainage over the trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. • Insulation board to be extruded direct burial polystyrene (Dow Styrofoam 111 or equal) via Glenn Court DESIGN NOTES: 1. Total Depth of Trench is 7 5'. 0 J 3: 2. Sewer Service Line minimu 2% slope. 3. Trench is Minimum 10' frot Lot Line. -N q 4. Lots Served by Public Wat4r Line. Ar 0 FJC.0. 1000 Gall Septic Ta Double C.O.' k Septic System Construction Does Not Preclude Adjoining Lots From Sanitation Improvements. ing T.H. 1 Reserve Site/ I I 1E.. k 4 NORTHRIM c�`P'`�s� PETERS CREEK S/D ENGINEERING 17237 Boar Pow Clmlo Eagle Rlw. Alaska 99577 a "' 907.694.7028 d ' ..... BLOCK 3, L ❑ T 14 -Barr Ouse V = 20' PLAN LAYOUT /25/05 11 of 4 DESIGN NOTES: NORTHRIM ;��Pti�... �' �� PETERS CREEK S/D 1 ao ENGINEERING '� '� 17237 Boor Pow Ckel 6 1. Total Depth of Trenct is 7.5'. £ayls River. Alaska 99377cc LAYOUT 2. Sewer Service Line m nimum 2% slope. 7/25/05 12 of 4 3. Trench is Minimum 111' from Lot Line. 4. Lots Served by Public Water Line. 5 k FLAT TERRAIN Li De ;.•; U�•.:.. Q- NEW Li SEPTIC A SYSTEM ?TIC ti SEPTIC SEPTIC SEPTIC AREA AREA AREA %�• ♦ % L, N ; SepticPrConstruct n x 6 Does Nott Pror hide AdJol Lots From tatlon ng {. '`�;'+�'tit•�' Inprovene t 4 NORTHRIM ;��Pti�... �' �� PETERS CREEK S/D 1 ao ENGINEERING '� '� 17237 Boor Pow Ckel 6 SUBDIVISION £ayls River. Alaska 99377cc LAYOUT ; 90Z694.7028+�•• ...... BLOCK 3, LOT 14 7/25/05 12 of 4 s u L W L f- N z ta. O 4- C O IL C U W iO CL Zr 3 O C C5 o, U C O d 3 0 U x v Y d C d F d�Cl 0 U d d p U d O S U L U L � CS O L Q C w no o Cs UfnC +, 4 O C, :p d w d LN d O .Q0 3 VCL 0 3 3 0 tn 3 U +,0 E— f+' d 4_C• d'4- Ir) a C ~ 0, +O+ ca. C naomWWeude to 'a �` y vi La _oo,Ca ti uNLJOOc*s to L) -PQcL) 4' 61 LHC 4J _y �cy (~ NNF" dY dd { O + Cl z Z US L Ly O 3 U N � na+, a e o,3 a3 v� ap r -I � rn 3 rn < V) A _; (L m v Lr) .D r� O m Q \ Y � W � W J � N U u N C�+ W U L f) W J H+i O Ln N i n O C CL LN S2 a a l(1) o z v � fmss L y m F- W +� > d �+ L U W 4 W U x v Y d C d F d�Cl 0 U d d p U d O S U L U L � CS O L Q C w no o Cs UfnC +, 4 O C, :p d w d LN d O .Q0 3 VCL 0 3 3 0 tn 3 U +,0 E— f+' d 4_C• d'4- Ir) a C ~ 0, +O+ ca. C naomWWeude to 'a �` y vi La _oo,Ca ti uNLJOOc*s to L) -PQcL) 4' 61 LHC 4J _y �cy (~ NNF" dY dd { O + Cl z Z US L Ly O 3 U N � na+, a e o,3 a3 v� ap r -I � rn 3 rn < V) A _; (L m v Lr) .D r� O m Q \ Y � W � W J � N U (') N Q Y W U F— 0 tr) W J a- PE1 Ln N i n C i Y W Z Q �— Q Z Z rU, W IL Q = W > U (� W Z J W W F— Ad: N �1 T O 4'> s N U s FL• u co K Cr- C d L ra u a +3 y a) c5 L 3 N uld ca+> L NCQ O d = 30 VI � 3a �. s0 CL 3 Q Q) ti U L) D �- L :3 3 Z F- £t £ u £ Z -8 y C: 2: LO in° -M FLO -- Li ca —• cu (1).t N 0. a a d d i O 4- L OW 0- Zr Zr c d d 0 O 0 d +03 Y c a 0 A N a) 0 W 1 w J N n CL a w 4. C5 L O L u d i d s d L3. L N •N •Y� L N d 3 a C: 0 O L LO 0 u u O L a o, PO O .,A zO £ 3 £I S A Y � W 0 W J U V) w Y W U F— 0 W J CL pq ULLI -J z L1._ w o IL Ld 06 A_ 3 z Q J LO a_ W N r� i . ty/ SOILS LOG - PERCOLATION TEST Date Performed: 6/14/05 kgNEERING Performed For: Jerry Jacobs Legal Description: Peters Creek S/D, BLOCK 3, Lot 14 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 it - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - DEPTH (FEET) Organic GP Sandy Gravel w/ Low Silt T.H, Location: See Drawing Groundwater? No Depth -- Water Depth After Monitorino.None Date: 6/21/05 # Date Gross Time Net Time Depth Net Drop 1 6/21 0 -- 5' -- 2 6/21 2 2 min 7' 2- 3 6/21 3 -- 5' -- 4 6/21 5 2 mini 7' 2- 5 6/21 6 -- 5' -- 6 6/21 8 2 min 7' 2' 21 Percolation Rate 1 min,/inch Perc Hole Diameter 6' Test Run Between 4' and 5' Comments: PrP-snak. More than 507 sand. Performed By NnrthRim Fng, I CERTIFY THAT THIS TEST WAS Performed In Accordance with All State/Municipal Guidelines In Effect ON THIS DATE. DATE: 7/5/05 NORTHRIM 9 TESTH❑LE LOG T. H. 1 ENGINEERING 17237 Boor Pow Circlo pp +a £ogl* Rl A/osko 99577 . 907.6941.7028 ;� •••••••' GEOTECHNICAL 7/25/05 1 of 1