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Home My WebLink AboutCOLONIAL PARK BLK 1 LT 6Colonial Park Block 1 Lot 6 #050-302-16 Municipality of Anchorage • +� Development Services Department - Building Safety Division On-Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 On-Site Wastewater Disposal System and/or Well Inspection Report Page 1 of 3 Permit Number: SW040042 PID Number: 050-302-16 Nome: AARON SMITH Wastewater System: ■ New ❑ Upgrade Address: 19810 CITATION * EAGLE RIVER, AK. 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-2790 3 ■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound 13 Other* DESCRIPTION Sell Rating: Total Depth from odginol grade: Block: Lot: Subdivision: 0.8 GPD/Sq. Ft. 10.0 MAX Ft. 1 6 COLONIAL PARK Depth to pipe bottom from ori inol g 9-d.. Gael depth beneath pipe: 3.85 MAX Ft. 6.15 Township: — Range: — Section: — FlII oddedl above original grade: Ft. Gravel length: SEE DWG. Ft. 52' WELL. ❑ New ❑Upgrade Gravel width: 3 Ft, Number of linea: Distance between linea: Cl-WfcaGon (Privote, AB.C): Total Depth: P Coaled To:(. F< Total abaorption mea: 1 —Ft. Pipe material: G Driller. �� Ft. Ft. 639.6 so. n. D 3034/ F-810 Inatoller. RED DOG MASONRY °ate ,netall 5/12/2004 \ \ be Drilled: Static Water Level: v Ft Yield: p Set At: Casing Height Above Ground: .. _. GPM Ft. Ft. TANK SEPARATION DISTANCES .septic 13 Holding ❑S.T.E.P. 0Other* To Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Manufacturer. ANCHORAGE TANK Capacity in gallons: *1250 — — — — — MateY,al: STEEL Number of compartment: rWell 2 Water 100'+ 100'+LIFT STATION 5'+ 10'+ Six in gallons: Manufacturer. Foundation 5'+ 10'+ Pump on' Iwel at: 'Pump off at:. High water alarm at Curtain Drain NONE KNOWN Pump Make el: Electrical Inspections performed br. Remarks: BENCH MARK *OWNER REQUEST 1250 GALLON TANK Locoaon ons DescHption: TOP OF CONCRETE SLAB NEAR POINT "A" FOR 3 BEDROOM HOUSE Assumed Elevotion: 110-89 Ft. ENGINEERS L o OF �4 Inspections performed by: GEG, Ltd. Dates: 1st 5/11/2004 4 .... 2nd 5/12/2004 O 3rd f oGar ss.- ey �0�9; Development Srvices Department Approval ' . c 7 3 •'.�moo� 4pfa e .............. ��oo Reviewed and approved by: Date: )&N (Rev. 12/01) df'rofessian°oo ��0000��o PERMIT NUMBER: PARCEL ID NUMBER:SW040042 AS—BUILT DRAWING 050-302-16 39.70 65.59 ST2 47.87 70.66 DBL1 49.33 GENERAL DBL2 49.09 LOCATION ' C01 41.85 OF H2O MT1 46.29 SERVICE LINE CO2 73.59 44.42 MT2 69.83 40.52 NEW 3 t RROM ------- NEW — — — — — — — — CO2 DRAINFlELD VC -01 7 ALTERNATE SITE1 DSL2 DBL7 I IGL`I3 ST1 39.70 65.59 ST2 47.87 70.66 DBL1 49.33 64.71 DBL2 49.09 63.90 C01 41.85 57.19 MT1 46.29 54.96 CO2 73.59 44.42 MT2 69.83 40.52 DATE: 6/01/2004 aF 40 DRAWN BY: dOvS< S4� GARNESS ENGINEERING GROUP, Ltd. R.A.L. ©p OO mw;xwnmxaruvan ::: CONSULTANTS & GENERAL CONTRACTORS ,si . SCALE' p o0 3701 F. TUDOR ROAR SUITE 101 - ANCHORAGE, AK 99507 - PHONE (907)337-6179 - FAX (907)338-37L6 1 - 40' . ....•.. .D PREPARED FOR:PHONE NUMBER: PAGE NUMBER: Q AARON SMITH (907) 694-2790 2 OF 3" ' .."' .J LEGAL DESCRIPTION: 0 Q ffr A. Gar ss..' O P p _ n COLONIAL PARK SUBDIVISION; LOT 6, BLOCK 1, �O°st 79°dp TYPE OF WORK: AS -BUILT DRAWING OF NEW SEPTIC SYSTEM4� Professl000'o 0400d�"6a PERMIT NUMBER: SW040042 AS -BUILT DRAWING PARCEL ID 0 NUMBER: .. 795 0 9s fin.,' ........... 050-302-16 TOP OF TANK AT INLET - 94.37 - INVERT OF BUNG AT INLET - 93.85 RELATIVE ELEVATION I OF TESTHOLE - 80.00 NEW 1250 GALLON SEPTIC TANK (OVERSIZED) m� w FINAL GRADE - ORIGINAL GRADE : 97.08-98.99 96.50 0 HIGHEST POINT r FILTER FABRIC TANK AT = 94.33 `INVERT OF BUNG AT OUTLET a 93.52 6'3 . R.A. L. GARNESS ENGINEERING GROUP, Ltd. SCALE: u CONSULTANTS 8 GENERAL CONTRACTORS PREPARED FOR. PHONE NUMBER PAGE NUMBER: AARON SMITH (907)_694-2790 3 OF 3 LEGAL DESCRIPTION: COLONIAL PARK SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: AS -BUILT PROFILE DRAWING OF NEW SEPTIC SYSTEM .. 795 0 9s fin.,' ........... cmooOO ,�Ao 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 Initial Date Issued: Apr 01, 2004 Expiration Date: Apr 01, 2005 Permit Number: SW040042 Parcel ID: 050-302-16 Legal Description: 6 u Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 019810 CITATION RD Owner Name: AARON SMITH Lot Size: 35640 SQ. FT. Owner Address: 19810 CITATION ROAD Total Bedrooms`. 3 Permit Bedrooms: 3 EAGLE RIVER, AK 99567 - This permit is for the construction of: ❑✓ 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: Issued By: Date: _ Date: 04 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South 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. 0-5-0 -302 —16 Permit Number 5w04 Property owner(s) AARON SMITH Day phone . 529-5575 Mailing address (1). 2930 BASS STREET * ANCHORAGE, AK S/ TE .Ft, 7 maili! 1V address (2) 7810 G/ KR VQAI ROAD, FARE IVVER 7?Zip Code 99507 Legal description (Lot, Block & Sub'd.) LOT 6. BLOCK 16 COLONIAL PARK SUBDIVISION Legal description (Section, Township & Range) N/ Lot Size -3Z 64o Acres < Ft. ) Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi F] Swimming Pool El Water Softening Unit ❑ Therapy Pool R 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. GARNESS ENGINEERING GROUP, Ltd. (Signature ef pFeperty ewnef er autheFized agent) cc Permit Fees: Waiver Fees -- C Date of Payment: 0 04- Date of Payment: 3 Receipt Number: 0 4 �73 62 �T4 Receipt Number: ARNESS ENGINEERING GROUP, Ltd. monieoummummacaceem CONSULTANTS & GENERAL CONTRACTORS r up March 29, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 9951.9-6650 Ref: Proposed Septic System for Colonial Park Subdivision; Lot 6, Block 1, To whom it may concern: The proposed 3 bedroom house will served public water and a private septic system. Two test holes were dug on the property. The drainfield will be designed around the 30 foot radii of these test. holes. We are proposing that a 1000 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 0.8 gallons/day/ftZ should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 & 15 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/ftZ c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 563 ft' f. Total Depth: 10 feet (max.) g. Effective Depth: 6 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 50 feet long k. Effective absorption area = 600 ft' 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gacnessengineering.com 4. TOPOGRAPHY: As can be seen on the attached design drawing, the proposed drainfield is to be installed at the base of a 10 to 15 percent slope running approximately north to south. The area around the drainfield will be graded so the no water will pond over the drainfield. In short, there are no slope concerns. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, M.S. NOTE., Attached is a site plan drawing, a design drawing, two soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: gamessengineering.com 40 ^ 41.10 HERITAGE PARK , HERITAGE PARK HERITAGE PARK I I P``p 6 ��,�p�♦ O�FQ' ,� F L p•Qo5 / �9� LOT 21, BLOCK 1 LOT 22, BLOCK 1 LOT 23, BLOCK 11 f PGS°BOO SERVED BY CLASS "A" WATER SYSTEM I i �y �h4 P j` �o ° ° OoyLl QJy� iP C` 0 O ------ -- --- CITATION ROJ-------------- AD _------------- r r% - —r --`- —r ----s----a—\1- ------ PROPOSED ---- 3RD STREET i I , I ,f COLONIAL PARK COLONIAL PARK COLONIAL PARK LOT 8, BLOCK 2 LOT 7, BLOCK 2 '' LOT 6, BLOCK 2 i 11 _—i----------- L_--------- _—_— COLONIAL PARK ICOLONIAL PARK LOT 5, BLOCK 2 LOT 4, BLOCK 2. C.J.G. GARNESS ENGINEERING GROUP, Ltd. SCALE, CONSULTANTS & GENERAL CONTRACTORS 1 „ = 1 OO' 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 •PHONE (907)337-6179 •FAX (907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: AARON SMITH - 529-5575 1 OF 2 COLONIAL PARK SUBDIVISION; LOT 6, BLOCK 1 OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM .l� f ey-4-mess CE 53 �,"'r `: PROPOSED 3 BEDROOM HOUSE----,,,,, PROPOSED SEPTIC'SYSTEM —_-- _-- ______._ _ (SEE DESIGN PAGE 2 OF 2) _---_ i_ —_--.---` --- -— — — — — — — — — — TH#2*— —— SERVED BY _ PUBLIC WATER AND PRIVATE �: I SEPTIC i COLONIAL PARK COLONIAL PARK COLONIAL PARK COLONIAL PARK '.. LOT 8, BLOCK 1 LOT 7, BLOCK 1 LOT 5, BLOCK 1 !. LOT 4, BLOCK 1 ALTERNATE SITE 3RD STREET i I , I ,f COLONIAL PARK COLONIAL PARK COLONIAL PARK LOT 8, BLOCK 2 LOT 7, BLOCK 2 '' LOT 6, BLOCK 2 i 11 _—i----------- L_--------- _—_— COLONIAL PARK ICOLONIAL PARK LOT 5, BLOCK 2 LOT 4, BLOCK 2. C.J.G. GARNESS ENGINEERING GROUP, Ltd. SCALE, CONSULTANTS & GENERAL CONTRACTORS 1 „ = 1 OO' 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 •PHONE (907)337-6179 •FAX (907)338-3246 PREPARED FOR PHONE NUMBER: PAGE NUMBER: AARON SMITH - 529-5575 1 OF 2 COLONIAL PARK SUBDIVISION; LOT 6, BLOCK 1 OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM .l� f ey-4-mess CE 53 �,"'r `: \ \PROPOSED WATER LINE \ < INSTALL FOUNDATION CLEANOUT PROPOSED 3 BEDROOM HOUSE PROPOSED 1000 GALLON SEPTIC TANK 20' UTILITY EASEMENT N N N �TH�_ = o CO _ _ _ — _ 0 PROPOSED THAT IS E10 1 EXCAVATE �} C___TH —__7 f A TRENCH THAT IS 10 FEET DEEP 1OI N INSTALL DOUBLE MAXIMUM BY 2.5 FEET WIDE BY CLEANOUTS 50 FEET. LONG. ADD 6 FEET OF �`. CLEAN, WASHED SEWER _ _ _ _ _. DRIANROCK. INSTALL TRENCH .� ALTERNATE SITE PARALLEL TO SLOPE CONTOURS. � 11 cel NI N N N I h APPROXIMATE LOCATION OF GRADE CHANGE NOTE: THE CONTRACTOR SHALL HAVE THE 20 FEET UTILITY EASEMENT FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. UAIL: 3/29/2004 GARNESS ENGINEERING GROUP, Ltd. C.J.G. 4 CONSULTANTS& GENERAL CONTRACTORS SCALE: 3701E.TUDOR ROAD, SUITE 101 'ANCHORAGE, AK 99507 ' PHONE (907)337-6179 ' FAX (907)338-3246 1 — 40 (Fl, PREPARED RED FOR: PHONE NUMBER: PAGE NUMBER: j AARON SMITH 529-5575 2 OF 2 � f LEGAL DESCRIPTION: oo m COLONIAL PARK SUBDIVISION; LOT 6, BLOCK 1, TYPE OF WORK: DESIGN DRAWING FOR PROPOSED SEPTIC SYSTEM A ess; Cf ems rHpz� TH�� TIME x.. READING pOd� 3/17/2004 1 4:00 ENGINEERING GROUP, Ltd_ 6" - GARNESS un 4:30 . CONSULTANTS &.GENERAL CONTRACTORS. 107 • Axa+ow,rW. M. uaem • v`p'le o° -Sin • FMI 90 �wwx ,: -azM • wmsne: wm...,ro�•••Nw•� O 4 �R oO 3]01 E NWR RMD, SUIIE 4:30 - SOIL LOG — PERCOLATION TEST 4 LEGAL DESCRIPTION: COLONIAL PARK, LOT 6, BLOCK 1OQ 2" ,p J f A. rness:' PERFORMED FOR: AARON SMITH 6" DATE:3/17/20047953 . v`p (feet) 5:30 30 4" 4o��O�o'd","�_o rof SSW ;""`" ORGANICS TEST HOLE 1 1 SOIL CLASSIFICATIONS 2 SM GM / GW ORG 3 SILTY SANDS :r:i* GP ML AND GRAVELS GM CL W/ SAND -SILT GC OL 4 MIXTURES SW MH 5 • �S . SP CH SM i OH 6 SC ------------ --- ----------------- ------------- 7 DEPTH TO DATE GROUNDWATER 8 DRY 3/17/200 4 DRY 3/26/2004 9 GM SITE PLAN 10 SILTY GRAVELS, GRAVEL - DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 SAND -SILT MIXTURES 12 13 14 15 16 B.O.H. 17 18 PERCOLATION RATE 15 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5.5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ONO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 3 0 rHpz� TH�� TIME (MINUTES) READING (INCHES) 3/17/2004 TIME (MINUTES) READING (INCHES) 3/17/2004 1 4:00 - 6" - 2 4:30 30 3" 3" 3 4:30 - 6" - 4 5:00 30 4" 2" 5 5:00 - 6" - 6 5:30 30 4" 2" DATE READING CLOCK NET TIME WATER LEVEL NET DROP 3 17 2004 1 4:02 . • ' 6" — GYARNESS 2 ENGINEERING GROUP, Ltd, � .ter `4 uaaamcric. awnrwr, +nvnw+marv.++;mn= y�400 C0NSULTANTS & GENERAL CONTRAC;TO'ft omly i, ' 0 * 101 " ANCNORM AN. 99307 "PHONE (107)W-61% " FW YO 10 WEBSITE gc.Nln. rkq. � . .... .. ........ O 3701 E TUDOR R0A0. SUITE 4:05 — _ SOIL LOG - PERCOLATION TEST 0 LEGAL DESCRIPTION: COLONIAL PARK, LOT 6, BLOCK 1 it y A. ess.: Q� PERFORMED FOR: AARON SMITH DATE: 3/17/2004 044s '•. —7953 .. `�� 4 DEPTH (feet) �O4ea Prof essio�0 ��400004�' 4:09 — 1 — ORGANICS TEST HOLE 7#21 4:14 5 0 SOIL CLASSIFICATIONS 2 7 4:14 SM/GM . GW ORG 3 — SILTY SANDS :,: GP ML 4:19 5 0 AND GRAVELS GM CL 9 4:19 W/ SAND—SILT GC OL 4 — MIXTURES 4:24 5 0 °" 00000 SW MH 5 Sp CH SM; OH ------------ ---- ---------------- ----------- 6 ------------ ------------------ - Sc ------------ THg2+ TH#1 7 DEPTH TO DATE GROUNDWATER 8 DRY 3/17/2004 DRY 3/26/2004 9 GM SITE PLAN 1 "=100' 10 SILTY GRAVELS, GRAVEL - 11 SAND—SILT TIME (MINUTES) READING (INCHES) MIXTURES 12 13 14 15 B.O.H. 16 17 18 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 5.5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES FIND SOILS LOGGED BY: NICK HEITSTUMAN PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: DATE READING CLOCK NET TIME WATER LEVEL NET DROP 3 17 2004 1 4:02 — 6" — 2 4:05 3 0 6" 3 4:05 — 6" — 4 4:09 4 0 6" 5 4:09 — 6" — 6 4:14 5 0 6" 7 4:14 — 6" — 8 4:19 5 0 6" 9 4:19 — 6" — 10 4:24 5 0 6"