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HomeMy WebLinkAboutGLENN VIEW ESTATES NORTH BLK 2 LT 4Glenn View Estates North Block 2 Lot 4 #051-811-48 Municipality of Anchorage Development Services Department af. 6 Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 2 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW070027 PID Number: 051-811-48 Name: avl hn n Wastewater System: [I New ® Upgrade Address: /"`/ z3 �o L () �, �u�- ))ABSORPTION /1C_J FIELD Phone: Number of Bedrooms: ❑ Deep Trench ❑ Shallow Trench ® Bed ❑ Mound ❑ Other: LEGAL DESCRIPTION Soil Rating: 0.5 Total Depth from original grade: 1.2 GPD/Ft' Fl. Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: 2 4 GLENN VIEW ESTATES NORTH .7 Ft. 0.5 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 2.8-3 Ft. 81 Ft. Well: [_1New ❑ Upgrade Gravel width: Number of lines: Distance between lines: 15 Ft. 3 5 Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: PUBLIC WATER Ft. Ft. 1215 Fe ASTM-3034 Driller. Date Drilled: Static Water Level: Installer: Dale Installed: Ft. GUARANTEED SERVICES 10/15/2007 Yield: Pump set at: Casing Height Above Ground: �{ TAN K GPM Ft. Ft. SEPARATION DISTANCES ® Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line EXISTING 1250 Gal. Material: Number of Compartments: Well .. .. .. .. .. L 2 Surface Water +100' +100' '- LIFT STATION Lot Line +5" +10' -' '- Size: Manufacturer. Gal. Foundation '+'S +10, -' '- "Pump on" level at: "Pump off" level at: High water alarm at: in. in. in. Curtain Drain +50o +50, '- -' Pump Make & Model Electrical Inspections performed by: Remarks: DEPTH OF FIELD MODIFIED PER WATER TABLE MEASURED IN BENCH MARK OCTOBER, 2007. FIELD IS COVERED WITH VERY SILTY Location and Description: FENCE POST NEAR NW CORNER OF FIELD ORGANIC SOIL AND HAS BEEN SEEDED. Elevation: Assumed105.8 Fl. Inspections by: FRES Dates: 1St 10/15/2007 .:p�amp = , performed 2nd 10/16/2007 Development Services Department Approval Conditional Approval Date: f� • • �,` ( ............................................. W �'. CHRISTOPHER R. WOOD C .10337 • 5 i�' Reviewed and approved by: � � / L � ci-� Date: " L�� I �,�Fo' (2...0 . •\•� (Rev. 04/06) /{✓SSIO�PL 8 Permit No. SW070027 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 ELMORE ROAD P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 051-811-48 I ° / +H_1 u>� % TH' 2 / k 80. o <: 41 RJE. Al MILL RUM SCALE 1"=40' f DIVERTER VALVF_ SWING TIES I 11 A B C 128' 110.5' / l6 �f .1250 rGAL. 15' 'T&E ESMT R=50.00' L=46.17' PI wnTlnnlc I iOUSE / TOP OF FENCE POST AT CORNER ASSUMED ELEVATION = 105.8 ORIGINAL GROUND LEVEL AT: 100.0 TH-1 -0-99.3 94.75 BOTTOM OF T.H. 0 - CLEANOUT - WELL - MONITOR TUBE 10/20/2007 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program l� 4700 South Bragaw Street D P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Apr 02, 2007 Expiration Date: Apr 01, 2008 Permit Number: SW070027 Parcel ID: 051-811-48 Legal Description: Glenn View Estates North Design Engineer: 0003 S & S ENGINEERING Site Address: Unknown Owner Name: STEPHEN & ROBIN FREE Lot Size: 51224 SQ. FT. Owner Address: PO BOX 670191 Total Bedrooms: 4 Permit Bedrooms: 4 CHUGIAK , 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. 5. The following special provisions. -DURING CONSTRUCTION, NEED A NEW TEST HOLE WITH PRECOLATION & A 7 -DAY GROUNDWATER MONITORING THROUGH HIGH GROUNDWATER PERIOD. THE RESULTS OF GROUNDWATER TESTING MUST BEAR ORIGINAL SIGNATURE AND STAMP OF ENGINEER. -NEED TO SUBMIT MAINTENANCE AGREEMENT WITH INSPECTION REPORT. T e 41 l6 R;v,-rt E;j"Ve'F/` >Esicl�J chA"If 'PWM -0 'yj'2'5/'07 i ZW Received By: Date: Issued By: %": Date: Municipality of Anchorage ,..� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner(s)Day �D hem 'p Pcp l�rr�l phone 7 Ul Mailing address p Code X56 Site address, C)0 6h"'l W 5o' -L t Zip Code Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size J51, AIM Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ 6/et4o V4,010 F Number of Bedrooms Ll THIS APPLICATION IS AN: Initial ❑ Upgrade 9 Renewal ❑ 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 au7fronzed agent) Permit/Rush Fees: Waiver Fees: Date of Payment: &111,51-0 71e Date of Payment: Receipt Number: 6J'14 _1 Receipt Number: (Rev. 11/05) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 Eagle River, AK 99577 August 28, 2007 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Glenn View Estates North Lot 4 Block 1 Narrative & Permit Application 1-�110=T _ • i1 (907) 694-5195 tel (907) 694-3297 fax Eagle River Engineering Services (ERES) was contacted by the owner of the property noted above to design a septic system upgrade. It was determined that the leachfield was surcharged, and a new leachfield would have to be installed. Two test holes and soils percolation tests have yielded silty sand & gravel, GM, with percolation rates of 9 and 12 minutes per inch. The water table was noted to be 6.3 feet after our 7 -day water monitoring, and appears to have risen to 5.3 feet after several days of rain during mid-August. We propose to install a 15' X 80' bed over 3.2 feet of imported MOA approved sand to achieve 6' of separation distance above the measured water table after all organics and silty topsoil have been removed. The proposed 4 bedroom leachfield is located on a relatively flat bench of less than 10% slope with a 20% slope located approximately 40' downhill from the bed location. This bed is located more than 50' from any slopes steeper than 25%. To our knowledge, there is no surface water within 200' of the proposed system. The proposed septic system upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all connected to public water, so there is room for primary and reserve sites on neighboring lots. 2. Immediate neighboring septic systems are all +20' distance, and no private (or community) wells within 200' of the proposed septic system. 3. Drainage will not be affected and is not a major consideration in our design. \2003\07-080BEDUPGRADESEPTICNARRATIVE Installation of this 4 bedroom septic system upgrade, to our best available knowledge, will not adversely affect the septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES Christopher R. Wood, P.E. Principal \2003\07-080BEDUPGRADESEPTICNARRATIVE Servicem Eagle •' • Christopher 1b 1 10421 VFW RD Suite 201 Eagle River, AK 99577-3294 (907) 694-5195 tel (9o7) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — MOA CERTIFIED INSTALLER LEGAL: Glenn View Estates Lot 4 Block 2 August 28, 2007 A. GENERAL 1. The proposed septic upgrade plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Building Safety, On -Site Department, requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100' radius from the existing and neighboring on-site wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. SEPTIC TANK 1. This septic system upgrade will utilize the existing 1250 gallon septic tank. 2. A Bull -Run type diverter valve shall be utilized to keep the existing trenches "online" for possible re- use in the future. C. BED 1. The contractor shall remove approximately 2.5 feet of soil in the footprint of the bed to expose the free -draining GM material beneath. 2. Approximately 3.2 feet of MOA approved sand shall be utilized to bring the bed footprint up to 0.7' ABOVE existing grade. 3. The bottom of the bed shall be level, plus or minus 1.5" prior to placement of sewer rock 4. A six inch layer of sewer rock shall be installed above the sand layer. The effluent lines (3) are to be 4" perforated ASTM 3034 pipe, and leveled to within 0.03' on top of this 6" gravel layer 5. Another 6" layer of sewer rock is to be added, so that the effluent lines are surrounded by sewer rock, with 2" of rock above the top of these effluent lines. 6. The bed gravel is to be covered with typar fabric material. 7. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the bed. Mounded side slopes not to exceed 3:1. 8. The bed shall be covered with 6" topsoil and seed, and is a mandatory part of this design. This work shall be completed before the MOA will "sign off' on the inspection documentation. 9. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. 10. The effluent line from the existing septic tank and down -gradient of the bull -run diverter valve requires special bedding to ensure that it does not settle and/or freeze. The effluent pipe shall be bedded carefully on sand or pea gravel, after having all topsoil removed from the trench. The effluent pipe shall be insulated where it will be buried less than 3. Please see the site plan and cross-sections for this detail. \2003\07-080Bed-lift- spec Continued: LEGAL: Glenn View Estates Lot 4 Block 2 RECOMMENDED LEACHFIELD DIMENSIONS: BOTTOM OF GRAVEL LAYER = 0.7' Above Grade at monitor tube BOTTOM OF FILTER SAND LAYER = 2.5' Below Grade at monitor tube GRAVEL THICKNESS = 6" under pipe, 2" over pips for 1.0 feet total BED LENGTH = 80' BED WIDTH= 15' SOIL RATING = 0.5 GPD/ft5 BEDROOM CAPACITY = 4 SEPTIC TANK = re -use existing 1250 gallon tank EFFLUENT PIPE = 4" ASTM 3034, insulated where buried shallower than 3', or where mounded Twenty-four (24) hours notice required for all inspections Additional Charges will be incurred for the 3 required inspections and preparation of septic system as-builts. Inspections on weekends and evenings after 5:00 PM are double normal rates. \2003\07-080Bed-lift- spec 1. NO KNOWN SURFACE WATER + 2. NO KNOWN CURTAIN DRAINS� 3. NO SEPTICS WITHIN 30' UNCES 4. NO WELLS WITHIN 200' UNLES' 5. LOTS IN AREA SERVED BY PU6 LOT 5 / / SEPTiC + 30'/ / / AT R N WELL +200' = SEPTIC SEPTIC +30' AREA VOKO l ` \ BED WELL +200' / TH-1 --® / ® TH-2 DIVERT NEW BE LL RUN / LOT 4 USE 1 / o EXISITNG SYSTEM TO REMAIN FOR POSSIBLE FVTURE USE T 3 KE SEPTIC AREA WELL/SEPTIC SITE PLAN LEGAL: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 OWNER: ROBYN FREE CONTRACTOR: UNKNOWN JOB# 07-080 DATE:8/15/2007 I SCALE 1 "=40' EAGLE RIVER ENGINEERING SER VI CES 10421 VFW RD. SUITE#201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) 694-3297 LOT 13A ® — TEST HOLE ® — MONITOR TUBE a — SEWER CLEAN OUT ¢ — WELL — — — EASEMENT PROPOSED LEACH FIELD EXISTING LEACH FIELD o — DRIVEWAY OF ® t io fV� 'CHRISTOPHER R. WOOD.' `® J, CE-10387\2�'® T6��F 4'a 441111%P86FESSIONP ®o®� 'A VA w�� �. ®®®•fie' ra®�®® Air 00 �,' 3 ojor 10 ®I �ao At Ar vlO (� � N v 1pp �� w ~ m Z z J W 00 Lo Ctf � ee N 0000 W 0 W e . o0o0o0W J 000 0000 •. ..:. Q 000 0000 - U Q 000 �.. -. Y 0000 U Q 000 000C - o Vi Y 000 U p c�o o W 0 0 �o 0 0 W o o o F— 000 00 0 LLJ 0 0 0 ooN rte, W o o ° oor U ootz LLJ \ LL o o Z ' ' co °° Z W o oz z 000 (!% O w C� z _J °0 0 .O . .:.. LLJ to c�?QQ0oo o o ' /VJO�J ' c.) (z) w�w O cn ooQoo� oo°° w° 000 P CLd Nm0o °0z' W °0�b C/) U) 0 °° Lid 0 0 o Lo Q °° W 0c)0 °° ry \ 0000 d 000 °° 0000000 000 0000 000 0000 000 0000 oo CDooh •00 0) CL rj CJ�CJ� Ar :o b O 3 >®® W 0 o in LL - W >X �O In . o W i ry (� cn 411, n 0 !y v I W � 0 ry:z TM o O co So �moz J ° N (� z y CIO'WQD 4 t� J I N m V,� z 00 DUU .. LL- En LLJ �J z foo U Q .nmU Un o N -� U M 'CIO, � W --� r z ry J - < opo rq Ld W� �z Q n o wows EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 06-052 Calculated By: CB Date: 08/15/2007 Legal: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 SINGLE FAMILY 4 BEDROOM RESIDENCE Bed Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 12 minutes per inch Wastewater application rate = 0.5 gallons per day per square foot Required absorption area = 1200 square feet Bed width (W) = 15 feet Gravel depth (D) = 0.5 feet Required length = Required absorption area / Bed width Required length = 1200 / 15 Required length = 80 feet Total Excavation Depth = 2.5 feet Use 1.5' sand below leach rock CHR,1SToPNER i. Va _, �;'•. CE.70387 07-080.x1s 1:58 PM08/15/2007 OF EAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 l cl) EAGLE RIVER, AK. 99577 0 * I (907) 694-5195 FAX: (907) 694-3297 " " ' • • • . ..• • • • . f / SOILS LOG - PERCOLATION TEST �I CHRISTOPHER R. WOOD.' ��� �J, CE -10387 \� � i Aw pROFESSIOtA P'w+� PERFORMED FOR: ROBYN FREE DATE PERFORMED 8/14/2007 ��r�w.�.�w♦ LEGAL DESCRIPTION: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 TOWNSHIP RANGE SECTION T15N, R1 W, SEC.3 TEST HOLE # 1 DEPTH (FEET) 1 2 ORANGE—TAN SILT 3 0 TAN//GRAY SANDY GM 4 SANDY GRAVEL 5 5.3 r DAMP TAN/GRAY GM� 6 SANDY GRAVEL �. 7 177 TAN/GRAY DAMP SILT 9 10 11 12 13 14 15 16 17 18 19 20 21 COMMEN WATER TABLE DATA DATE WATER LEVEL 08/06/2007 7 08/14/2007 6.3 08/24/2007 5.3 SITE PLAN NOT TO SCALE LOT 5 a n P g t� z 12 N 2 LOT 4 y xarg ti� a �p'I p9 LAT 3 PERC TEST RESULTS SLOPE READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP(IN) 1 08/08/2007 3:36 0:00 3' 2 1/2 0 2 08/08/2007 4:06 0:30 3' 6 3 1/2 3 08/08/2007 4:07 0:00 3' 2 1/2 0 4 08/08/2007 4:37 0:30 3' 5 3/4 3 1/4 5 08/08/2007 4:38 0:00 3' 2 1/2 0 6 08/08/2007 5:08 0:30 3' 5 3/4 3 1/4 PERCOLATION RATE= 9 (MIN/INCH) TEST RUN BETWEEN 3 FT AND 4 FT PERC HOLE DIAMETER=6" SOILS L GE 6 CHRIS OPER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7I 2_ U? EAGLE RIVER ENGINEERING = P�� )F t'+ 10421 VFW RD, SUITE 201 ,mw �� EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 f SOILS LOG - PERCOLATION TEST 0- •CHRISCEH10387WOOD. \_�� �F �6r1 pRCFPERFORMED FOR: ROBYN FREE DATE PERFORMED 8/14/2007 X11,\►r0��'' LEGAL DESCRIPTION: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 TOWNSHIP RANGE SECTION T15N, R1 W, SEC.3 TEST HOLE # 2 SLOPE 0 1 2 3 4 6 7 DEPTH (FEET) ORGANICS/ROOTS ORANGE SILTY TOPSOIL 0 ••o. TAN/GRAY GM SANDY GRAVEL TAN SILT 9 10 11 12 13 14 15 16 17 18 19 20 21 22 COMMEN WATER TABLE DATA DATE WATER LEVEL 08/06/2007 DRY 08/14/2007 DRY 08/24/2007 DRY SITE PLAN(NOT TO SCALE (� z TRi2 0 N 2 LOT 4 �9 House Leh LOT 3 PERC TEST RESULTS SLOPE READING DATE GROSS TIME NETTIME DEPTH TO WATER NET DROP(IN) 1 08/08/2007 3:40 0:00 4' 2 1/2 0 2 08/08/2007 4:10 0:30 4' 5 2 1/2 3 08/08/2007 4:12 0:00 4' 2 1/2 0 4 08/08/2007 4:42 0:30 4' 5 2 1/2 5 08/08/2007 4:43 1 0:00 4' 2 1/2 0 6 08/08/2007 5:13 0:30 4' 415/16 2 7/16 PERCOLATION RATE= 12 (MIN/INCH) TEST RUN BETWEEN 4 FT AND 5 FT PERC HOLE DIAMETER=6" SOILS L G HRIS PHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Zaikv- 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.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET a, •;. • 11e Al • To: SUS ENGINEERING Legal description: GLENN VIEW ESTATES NORTH BLOCK 2 LOT 4 The attached paperwork has been reviewed and Is being returned for the following reasons: 1. -NEED A NEW TEST HOLE WITH PRECOLATION AND GROUNDWATER MONITORING, FOR ONSITE PROGRAM TO REVIEW. 2. -NEED TO DO GROUNDWATER MONITORING THROUGH MAY 15TH. THE RESULTS OF GROUNDWATER TESTING MUST BEAR ORIGINAL SIGNATURE AND STAMP OF ENGINEER. Name of reviewer. JOE Date: March 21, 2007 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK e...-. * S&S c Einneeenlnq i4 IEALTNAUTNORIV APAIOVALS SEWERS WATER /MIN E%TEISIONS SEWERS WATER INSPECTION ENGINEERING STUDIES ANO REPORTS WELL INSPECTION S ROW TEST SITE PIANS ROADOESION SOIL TEST PERCO(AT1a TEST STRUCTURAL S MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. March 28, 2007 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 4; Block 2; Glenn View Estates North Subdivision CML ENGINEERS (907)694.2979 FAX(907)694.1211 It is requested that you issue a permit to Install a new septic system upgrade to serve the existing four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 1/14/02, ground water was not found. After monitoring, ground water was found at 4.5 feet. Percolation rates shown on surrounding properties indicates that a significant amount of drain field would be required. Therefore an IDSF (Intermittent Dosing Sand Filter) has been selected. The existing absorption area was installed in October 2003. These drain fields are over saturated at this time, we believe as the result of over use. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve 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. If you requ onal information, please contact us. Enclosure afer, P.E. I` Y SITE—PLAN Crslo c DESIGN 1" = 40' zze Cep x Co 0 0 01 0 CAD 0R44, 4)- 0 D -4 in D 0 r - 0 PaO . n Cr- > C0 -0, Z OZ O N m O A M O 0 C -4m 1/1 r Z N 0 1 0 2 X m O 0 1 Y :%! �— iVAC= 1-3C o vr.mT 7 z S t CA c cf) x i v xim m-4 Dn / L co 0 -4 V SEI -PLAN S + DESIGN N: S INTERMITTANT DOSING SAND FILTER MBIA HQIS rit ||| §41 5 P 9 / q \ IP 0 E trigplb sa ! oz 0 gt on Pl ! ± / 9 0 r 0 0 w Q r 2 2 c 2 @ w » w Cr] 2 0 � SITE -PLAN SCAT F DESIGN N.T.S c • n u Q CPI >x AZz fa E N"•q 7 cv -FA vog appZ ,;-..i .Y2 • 0 tn Co yp C CJinc a i S r i N V w 1 A rn VI - 0 • od 0E' w Vl p . oo " .MI a� O' Z n 0 o vN O rri ~.yam •S a w ?0o0 - c>73aC x1 om�'ti y czgo Eact? 0 C> Ztim Cn O 0 IG 0 C (n o 'V ►3 rn A r Ft0n O A CO O xi 5PZ ti 0 0 y H '< � K N x0 nnm a .c -c N m 0 O .'••• , F W NJ NJ CO0 V t- 0 O CrJ z CT] VI —3 -3 rL� Vl z 0 tik , * S&S CLQ inneeennq IEALTNAUTICRTY APPROVALS SEWER&WATER MAN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION a FLOW TEST SITE PLANS RDAs DESIGN SOL TEST PERCOLATION TEST STRUCTURALS MECHANICAL ONSITE WASTEWATER DEPOSAL SYSTEM CESIGN ROBERT C. COWAN, P.E. ROBERT A. SHAFER, P.E. CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 INTERMITTANT DOSING SAND FILTER SPECIFICATIONS Lot 4, Block 2, Glenn View Estates North Subdivision March 23, 2007 GENERAL STATEMENT OF WORK The work and plans covered by these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described herein and on the attached drawings. All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. 4 Bedroom House 600 GPD Use 18' x 20' Bottomless Sand Filter Sand filter to be constructed on accepting soil with all organics removed. (bottomless only.) SITE INVESTIGATION The Contractor must carefully examine the project documents, have full knowledge thereof, have investigated the site, and be satisfied with the conditions affecting the work. Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities needed preliminary to and during prosecution of the work. The Contractor must be satisfied with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available information will not relieve him/her from responsibility of performing the work as stated in these specifications and drawings. Location of utilities will be the contractor's responsibility. Page 2 Lot 4, Block 2, Glenn View EsLN. 5/D March 28, 2007 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR A. General The work under this section consists of the performance of all operations pertaining to furnishing and installing the septic tank/lift station, air compressor and piping to the sand filter. 13. Materials 1. Esisting 2. Lift Station Tank (Fat Albert) a. A Fat Albert Tank shall be capable of being equipped with the following: 1. A junction (Nema 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J -box. • 3. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. 3. All piping shall be PVC or other non -corroding material. b. Pump controls and alarm system shall be an approved system with the following options consisting of: 1. Event counter 2. Elapsed time meter 3. Program timer Page Lot 4, Block 2, Glenn View Est.N. S/D March 28, 2007 4. 10 watt heater 5. Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil -tight visual alarm with push -to -silence feature. Automatic audio -alarm reset. 7. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (off) (H.O.A.). 8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and 2' wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. d. The airline from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR -11. The compressor will have a gauge (0-10 psi) and be extended into the living area or garage for easy monitoring by home occupants. 4. Air Compressor a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 5070V - A or M.O.A. approved equal. .. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: Page 4 Lot 4, Block 2, Glenn View EsLN. S/D March 28, 2007 I. Sewer line from house to tank II. Septic tank/lift station III. Sand filter IV. Leachfield bed (if required) V. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed Page 5 Lot 4, Block 2, Glenn Vlew Est.N. SID March 28, 2007 electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti - flotation weights that maybe required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, through sand filter to be permanently bonded to the liner. b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All aand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. Page 6 Lot 4, Block 2, Glenn Vlew Est.N. SID March 28, 2007 c. The Contractor shall be responsible for providing pea gravel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. • • d. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of buns and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@ ± 0.05'). e. Sidewalls and top of the filter box to be insulated with 2" direct burial polystyrene f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Construction of Sand Filter The sand falter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material maybe required to be removed and replaced with new material. CONTRACTOR / INSTALLER Municipality ofAnchorage et.,it•••` Development Services Department - Building Safety Division -•� "" On-Site Water and Wastewater Program. 4700 S. Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page' www.d.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 61/J030 330 PID Number: 05/ — .eii -1-/69 of Name:�/tle�� I` 1'ilC1r (e) ill `'? l� Wastewater System: Er New y cal ■ Upgrade P9 Address: PO 20x 34 89 P41Wier,Q,r qq,4 VS— ABSORPTION FIELD Prone:7 ii '"--r� Number of Bedrooms: V3 0 Deep Trench 1(5habwTrench 0 Bed 0 klornd 0 Other: LEGA - IPTION Soil Rani; GPOIFI= Taal Depth tan original grade: Da 5 Ft. Block:a Lot: i / subdi, sion: 1 �-/� Glenn dewE5 k J�f Depth to pipe bosom from original grade: 0 FI. Gravel depth beneath ppm Ft. Township: Range: Section: Fill added above onsinal (rade:-2 ✓ . • Ft. Gravel Lenpei j //jj 50 t -� 00 Ft. Well: ❑ New ❑ Upgrade Gravel width: Ft. arses 1 Distance betwir lines: FL Classification (Pnvate. A. G. D): L 1/Yly/', , y taller Total Depth: Ft. Cased to: FL Total absorption area 500 Ft' /�j �/j� /[' /� 'i -1 V_YJ�/ T g' D Omer._ / e Dolled: Static Water Level: hstaller. Date Installed: Fr. Tu e n& e- /„/ /0 �3 Yield: GPM Puna Ser at Ft. CasinirnembLkaove Grp: FL TAN K SEPARATION DISTANCES 0Septic 0 Holding • S.T.E.P. • Other: To From Septic Tank Absorption Field Lift Station Holding Tank public Peva. to Sew�errune Manufacturer: Q 4 ,-4 ♦ Capac1OG� 1 �'OGal• Well Vl/ WI 1C�0 . ...� .�. •J f a�+ w a:ee .••-dCompartments: ' Surface Water j06 _it �j 3 fVV f a LIFT STATION Lot Line C.i; e J 8' 10 Size: • nu -• etGal. Foundation J O 1 el] ({J� / /1 ( 1 F A 'Pump on' level at 'Pump . h. High water alarm at: in. Curtain Drain Pump Make & • - - Electrical kispectors performed by: aneenoAin , i - m Rearks: BENCH MARK Location and Descnpoon: p ,/ DOltOrn of sGtir ,1a . e N t.r Assumed evauon: po;o I ! DU FL Zrnit��O F Zzi;s� 014 S & S ENGINEERING Inspections performed b ;'17034 Eagle River Loop Road, No�04 st ales: 1 D t p �n3 yE. �; ��.-',, '‘...8.7 `' r I. , ;;�•• • .• ..« ....••...a-Ittte S ,! ,: , . _...-i ?9577 2nd 1 1j 1 1 r r'.. .. ...... . �� ROBERT , Development Reviewed and approved by: I Services Department Approval Date: CCOWAN r �� Iras : CE-8801 ,,r•�4- r� .••••';� c'Z' "'. It trf4cv ••••............... ^ •••••• i RRr% ._001 % t P n .tn- PERMIT NO SW030330 PAGE 2 OF 3 Municipality of' Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Te.lep hone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 4, BLOCK 2, GLENN VIEW EST. NORTH P.I.D. NO. 051-811-48 LOT 5 DBL1 & DBL2 NEW 1250 GALLON SEPTIC TANK FCO CO1 MT1 CO3 MT3 TH FS (FLOW SPLITTER) MT4 C04 ST2 ST1 NEW TRENCHES CO2 MT2 TBM SCALE: 1" = 40' SHADOWY SPRUCE DRIVE KEYBOX LOT 3 PERMIT NO SW030330 PAGE 3 OF 3 DEPARTMENT OF Anchorage SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 'Anchorage, Alaska 99519-6650 • Teel'ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 4, BLOCK 2, GLENN VIEW EST. NORTH P.I.D. NO. 051-811-48 FINAL GRADE ST1 ST2 , 92.2' 88.1 NEW 1250 GALLON SEPTIC TANK 87.8' c01 CO3 MT1 _ CO2- MT2 IC01 = 89.0'C04 CO2 = 88.5' MT3- ��FINAL GRADE- SR MT1 = 84.7' A B FCO 12.0' 24.0' ST1 32.5' 44.0' ST2 40.0' 52.0' DBL1 48.5' 62.0' DBL2 51.0' 65.0' C0 1 72.0' 81.0' MT1 73.0' 82.0' CO2 84.0' 109.0' MT2 83.0' 108.5' CO3 88.5' 100.5' MT3 89.5' 101.5' C04 103.5' 128.0' MT4 104.0' 128.0' FS 82.0' 101.5' INSULATIONN _ CO1 = 85.2' CO2 = 85.2' -MT2 = 84.7' MT3 = 83.5' _ MT4 SR WATER FOUND @ 79.5' 74.0' B.O.H. CO3 = 87.5' C04 = 87.7' • CO3 = 84.1' C04 = 84.0' MT4 = 83.5' N. T. S. ...,,i,1,1-RilfZqi,v, * (''+ 41/ t Or 1'' -, s RO ERT C. COWAN 14. j +` Cj•� CE -8801 - �'�!' s •( tZ cp •............•• , - ..,, 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: Aug 25, 2003 Expiration Date: Aug 24, 2004 Permit Number: SW030330 Parcel ID: 051-811-48 Legal Description.!lenn View IE:StateS NOrth :: $i 0e;'27, ;(0T4 Design Engineer: 0003 S & S Engineering Owner Name: The Turner Company Owner Address: P.O. Box 3489 Palmer , AK 99645 - Site Address: Unknown Lot Size: 51224 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. dee12 Received By: Date' Issued By: S194/0 3 (-451 Date: 8/23-103 MtIHHicipaiit7 of Ailciiuthge beveiciphieht Set-Vicb bepat-thneht SUiidind Safety division On -Site Water and Wastewater Program 4700 South t3ragaw St. P.O. Box 196650 Anchorage, AI< 99519-6650 www.ci.anehotage.ak.Us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION 1OR A SINGLt i=AMILY NAIELLING Parcel I.D. 1 1 — `1 tb Permit Number SW03d 530 Property owner(s) rJfI T Vit,ft✓A COrv+ Pon' i Mailing address (1) P- 0 - i3 O% 3' 5-9 Mailing address (2) P R Lt''i (2 / 4 !k p Zip Code 9 9 YS` Legat description (Lot, block & SUb'd.) L0-1- el, D'ocRL 021 (1')CI?n Vie. cc) &Idle TYA Legal description (Section, ToWnship & Lange) Li' /I- Lot Size 57) a a� Acre- Sq.�t. Number of Bedrooms T THIS APPLICATION Is t=OR: Sewer Only • Sewer and Well Sewer Upgrade THIS PROPERTY CbNTAINS: Not Tub Swimming Pool fl Therapy Pool ❑ Day phone 7 y S�— S3 3f Well Only Water Storage Jacuzzi Water Softening Unit 0 0 0 certify that the above information is correct. I'further certify that this application is being tnade for a Single Family belling and is in accordance with ipglic tdn , al Codes. 17034 Eagle River Loop Road, No. 204 Eagle River, Alaska 99577 (Signature of property owner or authorized agent) Permit Pees: 9 00, u a bate of Payment: g / if /0 ' bate of t'ayment: Receipt t'Jtimber: 0 3 C7 `) 4 Receipt Number: (Rev. 12/00) t 1 Waiver l=ees: HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WEU. INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. August 8, 2003 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 4, Block 2, Glenn View Estates North Subdivision CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 It is requested that you issue a permit to install a septic system to serve the proposed four bedroom dwelling on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 1/14/02, water was not found. After monitoring, ground water was found at 4.5 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve 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. If you require additional information, please contact us. Sincerely, Rofert C. Cowan, P.E. RCC/bjj Enclosure 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 1" = 40' SCALE DESIGN SITE—PLAN m= fro stnA .OHO C. -1Z 70zvn Mz0 OP 01 N K C rn 0 z rn V D O r•-• X z 40 O CO v V < b WV' N IDID•pm —IDB r bv0 0 co m 0 04,11,0 wqr N rn 'D X/ 0 �n o r -lm O rm- 0 � m M m --1 f7 n0 m D r ZO O 7C Z C Z 0 L-1 < O m r- 0 -o m CAD 0L/ sss D (n 0 o L.'1 0 - X1 O 2-5% Ino Z 1 0 O 2 N NIn 0 0 0 n n D 1 N m 0 O O y 2-5% 2-5% I -- CO CO / DN mm m -° D� / *moo o'mo • Z oc2 >i jE;'y x r0 ao n n m >mC --iNm O o Z 0 :L7 0 F 0 co 0 W 0 m N 2 t- 0 H to 0 z z L -J U) H cn 0 H I-+-1 t" = 60' SCALE DESIGN SITE -PLAN tV tri :5>7 u >Orri+ SC '2- �<; 00 IOTA V 0• A emrZ .0 V.0 1010 +VU 10 COV0 V > 0 0 1-3 w 11, t 2-sx MO(10 vrio ti 0 0 y > >- 4-4 0 0 y u u 22-5% 2=5x 2-5x *1300 0MIm0 0 Z • Z > O C y l� N Xoxi Dmc �NA3 z v I 0 n 4 0 CO N O m 0) m 0 �I 1 z n rL V f H tj UJ z O 1 -LI Performed Fcr: Lecal Descripten: 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.anchoraoe.ak.us (907) 343-7904 (ENGINEER'S SEAL) . Soils Log - Percolation Test GLEN \l i E u N DRi Date Performed: L di 41 .< � Township, Range. Section: Slope 10-!1 CO>: VEN TS S;14 s -/3o/0 a Mat2E 1ZoC c 1-4'PAN WAS GROUND WATER ENCOUNTERED? No IF YES. AT WHAT DEPTH? Depth to Water Aker Monitoring?y Reading 5 Date: 11Z.t102 8/I 10 3 Date l 0 P Gross Time F C)A-1. I /►ttJoz :55 1 1 I I PERCOLATION RATE , j (nunute,Anchi PERC HOLE DIAMETER TEST RUN EETWEEN 3 FT AND y FT Net Time Depth to Water Net Drco cd.„/ I 30 Mt►. (1°( ( 0 3'O 111 ° ( b 3o I lo° 1 C� t 6 it =RFC''.',1ED BY. S 1 I ' - CERTIFY THAT THIS _` TV PERFOR'.1ED .N ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. _S • ~� 1 1�B�aZ f -- * * `.S & S "NEngineeRing m HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WEU. INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 4, Block 2, Glenn View Estates North Subdivision August 8, 2003 GENERAL: 1. The scope of this project includes the installation of a 1300 gallon HDPE septic tank and new trenches to serve the proposed four bedroom residence located on the referenced property. 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. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 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 Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to preventsettling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 4, Block 2, Glenn View Estates North Subdivision August 8, 2003 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 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 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. 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 4, Block 2, Glenn View Estates North Subdivision August 8, 2003 MINIMUM 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 Solid 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 be at 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 leachfield 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 4, Block 2, Glenn View Estates North Subdivision August 8, 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 Elmore Street P.O. Box 196650 Anchorage. AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. ()67-- pi- L/ $ cosA # o g o l trao Expiration Date: .7 - / 171 '" 1 0 1. GENERAL INFORMATION Complete legal description 6 Lt'iM VIEIJ CSMTES IUOaTtf BZ L b{ Location (site address) •' 223 90 S44_d0w7 Spy -Lite Dr-. Current Property owner(s) Mailing address Lending agency 1 1.0415A d. sfe.. Day phone Mailing address Fn.d t e Paz.. Day phone Real Estate Agent Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. JXSSe. Gtl-(Ize Day phone 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding Tank 0 Community On-site 0 Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name ofoFirm i(//i} Addre s ' ! 73C0 &i -at ggi'✓Gt r 4K 19 577 Engineer's Printed Name tT CRIS7plt6?a IZ, �,Ip�p Date S� 2 �O `� Phone 2412-2717 5. DSD SIGNATURE Approved for Disapproved. Conditional approval for bedrooms. :z 1 CHRSTOPHER R.WOOD j CEM 4 bedrooms, with the following stipulations: ti 1 Ars1/4 . • • •. WATER AND ; m= : WASTEWATER : PROGRAM • . Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: `t% / ,r-1/ Original Certificate Date:5--/171-09 da/6„.., (Ra. 11/05) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: GLfauN 1/1-611/4/ EST- MATH 13 2 L / A. WELL DATA Well type _ If A, B, or C provide PWSID # Date completed _ Sanitary seal (Y/N) _ Wires props rotected (Y/N) Total depth ft. Cased to ft. Ca eight (above ground) in. FROM WELL LOG 1 Parcel ID: 0.5-/ -g1/ - ;is Well Log (Y/N Date of test Static water level Q -NV" ft. Well production g.p.m. g.p.m. WATER SAMPLE R - . TS: Coliform colonies/100 mL Nitrate mg/L Other bacteria colonies/100 mL ic: ug/L date of sample: _ Collected by: AT INSPECTION 8. SEPTIC/HOLDING TANK DATA Tank Type/Material f}ntc* T4rJIC/ STICEt. Date Installed lDill) /03 Tank size f 7 SO gal. Number of Compartments _ Cleanouts©N) YFi Foundation cleanout ON) VE -5 Depression over tank (Ye RIO High water alarm (Y&J RIO Date of pumping SCt w'"^E&3Pumper t set Corn AI0 C. ABSORPTION FIELD DATA Date installed 0/012w7 Soil rating (g.p.d./ft2 or ft2/bdrm) 0. 5 System type Erb Length 'b f ft. Width /5— ft. Gravel below pipe O. ft. Total depth Y ft. Eff. absorption area /2/S ft2 Monitoring tube y Depression over field f Date of adequacy test ¥ tioWJE Results (Pass/Fail) P465 For 9 bedrooms Fluid depth In absorption field before test W/4 -in. Water added 14/4- gal. New depth N/A- in. Elapsed Time: WM- min. Final fluid depth N/A in. Absorption rate >_ A// ' g p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) Al I/}- If yes, give date N/A- D. LIFT STATION Date installed 'Pump on" level at _ in. Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Size in gallons 'Pump cdetiel at Cycles tested In. Sewer /septic service line Animal con - areas fSgholelActess (Y/N) High water alarm level at in. Meets alarm & circuit requirements? On adjacent Tots �J,OO�n adjacent lots GtA ublic sewer manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HetDiNG TANK ON LOT TO: r Building foundation t 5 Water main t Property line -f 5 Water service line 4. /0 Wells on adjacent lots +to& SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: r Property line IVO Water Service line +ZS Curtain drain 4- 5-0 Absorption field + /D Surface water fi Icr0 Building foundation firDr Water main r t 2.5 Surface water 4' /v0 Driveway, parking/vehicle storage 4 25" Wells on adjacent lots 't-rvc F. COMMENTS NaJ Flab. 144-5 3EtA) UtM1/45cb 51*JGG cov5T2Action1 y i 2oo7 . ThtitG. "A5 P vv pet> hr r X & OF- cGw572 ienj 4 /fovASC if 45 13fl) V G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name CfRitS7r 12 . w'c.tb Date 5 6/2 /o COSA Fee $ 2.50 Waiver Fee $ Date of Payment ..5d " q Date of Payment Receipt Number 0_65 8 (i Receipt Number (Rev. 11/05) HOUSE DETAIL NOT TO SCALE R=50.00' L=46.17' T=24.88' SHADOWY SPRUCE DR. I hereby certify thot 1 hove surveyed the following described property:Lot 4. Blk. 2. Glenn Yew Est. N. Anchorage Recording District. Alaska. and thot no encroachments exist except os indicated. It is the responsibility of the owner to determine the existence of any easements. Covenants, or restrictions which do not oppeor on the recorded subdivision plot. Under no circumstances should ony dots hereon be used for Construction of fences. or for establishing the boundary. s 00'05'31"E SCALE 1 =60' oppcaep� C� •'.57o OtO p �tP.• •.S,F,OA ,*; 49 OSA :• BRADFORD 3. RINCKEY 0 e• LS -11299 P id 5-12 -oto , ACQ�aSSION/es' NOTES 1. Easements of record other than those shown on the recorded plot are not shown hereon. HATTENBURG DILLEY & UNWELL Engineering Consultants • ENGINEERING • SURVEYING • EARTH SCIENCE • PROJECT MANAGEMENT • PLANNING (901) 6642120 ww.HOLWske.00m AS BUILT SURVEY LOT 4, BL IC. 2 GLENN VEW ESTATES NORTH PLAT #2003-9, ANCHORAGE RECORDING DISTRICT ANCHORAGE. ALASKA t 06-11-09 ImAl1l 131: BJR Stilt l: stAtt 1-a60' uIlc,r_I u 11r: BJR lou Nu.: 09-5001 Municipality of Anchorage • Development Services Department r o Building Safety Division a On -Site Water and Wastewater Program s n r Y 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-811-48 COSA # Expiration Date: furl � ►` l��Ll_�.1.► I.7•1�� ►�i /�[�liL Complete legal description Lot 4; Block 2; Glenn View Estates North Subdivision Location (site address) 22390 Shadowy Spruce Dr. Current Property owner(s) Stephen & Robin Free Day phone 688-5169 Mailing address PO Box 670191 Chugiak, AK 99567 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site ✓❑ Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑✓ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm S & S Engineering Phone 694-2979 Address 15861 S. Birchwood Loop Rd. Cu i k, AK 9956Z ? Engineers Printed Name P V 4, Date, -3 .1 —1,- 1 p. b �QJ g.. ti'6 JJ- fsd C:i Y.Op4C�a e'CO O � ti� Oho 9v Co0oocn -a ee C{y^ 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Lf XX Conditional approval for 4 bedrooms, with the following stipulations: Money in the amount of 1.5 times the high bid of a minimum of three bids from approved contractors shall be put in escrow to construct a new wastewater disposal system pursuant to permit number SWO70027 attached. Money in escrow shall not be released until this office has given final approval. Construction shall be completed no later than June 15, 2005. Attachments: COSA Checklist X Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrate Advisory Other By. Original Certificate Date: (Rev. 11/05) Municipality of Anchorage ao- • Development Services Department m Building Safety Division On -Site Water & Wastewater Program S A E T Y 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ��i 17', "8LcC<,2j 6,1 -C -A ) 11CU-) 61-1, Parcel ID: A. WELL DATA ,mrmoic;1Ty Well type If A, B, or C provide PWSID # Date completed Total depth ft. Date of test Static water level Well production WATER SAMPLE Coliform Sanitary seal (Y/N) Cased to ft. FROM WELL LOG ft. Me= colonies/100 mL Nitrate mg/L ug/L date of sample: Well Log (Y/N) Wires properly prote6ed (Y/N) ht (above ground) in. AT INSPECTION ft. 9— p.m- Other bacteria colonies/100 mL Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Sc/ -i lc.-.- S-TeE Date installed f U Tank size /v26i gal. �/ Number of Compartments o7 Cleanoutsisk Foundation cleano (%) 1'eS Depression over tank (Y�-/��C� High water alarm Date of pumping ''�4 114- Pumper_'7(-, f3f 'RD D0426:4- SF_D,�- 0_Ptr Zii0f, C. ABSORPTION FIELD DATA t Date installed Soil rating (g.p.d. r ft2/bdrm) f - System type S�WUOtlL) 1 P145 :C 1-( Length 160 ft. Width ft. Gravel below pipe C, C-> ft. Total depth u fft. Eff. absorption area 5' ft2 Monitoring tube J Depression over field k)6 Date of adequacy test '3 /Z 0 /Fail Results (Pas 6+1L For bedrooms Fluid depth in absorption field before test in. Water added 0 gal. New depth in. 11 Elapsed Time: () min. Final fluid depth _LZ- in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y& type) If yes, give date — D. LIFT STATION Date installed "Pump on" level at Datum Size in gallons in. "Pum E. SEPARATION DISTANCES Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line _ Animal containment areas Manhole/Access (Y/N High water alarm level at Meets alarm & circuit requirements? On adjacent lots On adjacent lots / Public sewer manhole/cleanout / Holding tank Manure/animal excret storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation f Property line Absorption field -f Water main ! Water service line tc) Surface water �G / Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line I© 1-t Water Service line 104 Curtain drain AJG' X K4mcy F. COMMENTS Building foundation Water main L Surface water/ Driveway, parking/vehicle storage Wells on adjacent lots A� G. ENGINEER'S CERTIFICATION 1 certify that / have determined through field inspections and review of Municipal records t a the above s s ems e in conformance with MOA COS gui linMin Jfflt ' n 9gs o Engineer's Printed Name ��a' Yiaa� .-4: u , a Date 62 COSA Fee $ / �'J Waivef-Fee $ /- } Date of Payment O Date of Payment Receipt Number Receipt Number$ (Rev. 11/05) in. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. .0. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING ._. HAA# OLACA `1 Parcel I.D. 051-811-48 1. GENERAL -INFORMATION Complete legal description • Lot 4, Block 2, Expiration Date: g -- Q ir Glenn View Estates North S/D Location (site address or directions) 22390 Shadowy Spruce Drive Current property owner(s) The Turner Company c/o A'iZ,1S.:turner- 907-745-8334 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Unless otherwise requested, HM will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 P.O.Box 3489, Palmer, Ak, 99645 Day phone Day phone 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ' Well Public Water System TYPE OF WASTEWATER DISPOSAL: Individual On-site ❑ Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on- site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater, disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm S & S Engineering Phonc 907-694-2979 Address 17034 Eagle River Lp. Rd., Eagle River, Alaska 99577 Engineer's .Printed Name Robert C. Cowan Date By: 2 / /37 /5 V OF 41,11 5. DSD SIGNATURE.....%fp . C. COWAN i i� f, 1- Approved for 1-1- Disapproved. -% bedrooms. +f��%.:..4i cE-asot ••, ����� I r,<„ , >� Disapproved. �" Conditional approval for bedrooms, with the following stipulations: • Additional Comments `�Q. ••-yo�� ?: . ON-SITE%.5"4-;;;-:_ _ • WATER AND : In,. WASTEWATER : PROGRAM -d • J$o NT SEw s »), Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report Other (Rev. 01/02) Original Certificate Date: 14 - 02 ' - t it 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' HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: '4 T Ca: 2Y' ��1�5 i Parcel ID: "405-/ ^ 8/ I — /JorL1-Ft . s( A. WELL DATA Well type If A, B, or C provide!PWSID # Well Log (Y/N)' : ,' Date completed al (Y/N) Wires properly protected Total depth" o ' ft. Casing height (above g '.' ft• � AT INSPECTION:" Date of testi Static water level Well production WATER SAMPLE RES Sanitary FROM W Cas TS: ies/100 ml. t LOG g.p.m. Coliform colo .Nitrate mg./I. Arsenic: m' ./l. Date of sample: SEPTIC!HOLDING TANK DATA �'TL Tank Type/Material Tank sizer (Z5v I gal. ' • Number of Compartments 2 ,Foundatroncleanout (Y/N) ' '7 Depression over tank (Y/N) a... Date of pumping r,'!''-' G w C.' ABSORPTION FIELD DATA Date installed (OI 11,03 Soil rating ( •r Length 'i ft ,Width J Other b Collect ft. ( IN) und) g.p.m. in. teria colonies/100 ml. • d by: Date installed 1 O I I Cleanouts (Y/N) 3 1 High water alarm (Y/N) System type 51-1 • ( (2-ErJI G tt Gravel below pipe C. g ft. Total dep r ft. Eff. ;absorption area =ft2, Monitoring tube Y/ Depression over field •J vJ 'Results (Pass/Fail) � Ss For bedrooms Date of adequacy test 1,-) f% � Fluid depth in absorption field before test - Water added gal New depth in. Absorption rat >_ g.p.d. Elapsed, Time:min Final fluid Any rejuvenation treatment (past 12 mo.) If yes, give date D. LIFT STATION Date installed "Pump on" level at / in. "Pump off" level at in. Datum 1 Cycles tested Size in gallons E. 'SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lifer-on lot Absorption field on lot Public sewer main Sewer /septic service line { Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? t MMU,/ / 7ti/ On adjacent Tots On adjacent Tots - Public sewer manhol- leanout Holding tank SEPARATION DISTANCES FROM SEPTIC/ROLDWG TANK ON LOT TO: - ' Building foundation 5/ .4— Property line 7.--/- Absorption -f- Absorption field Water main f- r Water service line (0 1- Surface water Wells on adjacent Tots ^J / A SEPARATION Property line Water Service Curtain drain F. COMMENTS DISTANCE FROM ABSORPTION FIELD ON LOT TO: 0 if- Building foundation /0 If- /,.., - Surface water 0r / 0 .f-1- A1o4/ nit Aid Wells on adjacent lots G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAAguidelinesin effect on this date. Engineer's Printed Name /COQ g -Pt? C. CO Date 2//a-7 /0'1 11 3 O. " ° - J75-- ,S` (...s y HAA Fee $ Date of Payment Receipt Number (Rev. 12/01) 4 Water main in. / 0 0 ! --: D : 1 - Driveway, parking/vehicle storage /0 /1 R03ERT C'COWAN I ••••)7.3\ CE.=8801 /4- „g Waiver Fee $ Date of Payment Receipt Number APR -28-2004 1153 S&S ENGINEERING 907 694 1211 Liu' aa1–aD'ti P.02/02 P"1 0. 4.. 7.3 x2.0'. Cary. is 3.0' 740. sw o- ax EXISTING WOOD FRAME HOUSE t.s SECOND STORY DEC?C P tux: ss cotERe0 PORCK OUSE DETAIL 1'=30' NOTES TRACT C t. IT SMALL 8L THE oesPoosiliure or THE BUILDER OR OWNER TO VH:R1rY THAT OI.IL0d0 LOGAT ON SHOWN MEETSAM WSW'S/D 4 ODVENANTB AND 2ONBIANCF.S. 3. MS THE itSPpftglBUTT OFTHE BUILOLRTOVEAIFYALLELEVATioNS wrni Mtn ?TOALL UTR.rr1ES. 3. TM3 P.5.0U.• T REPResZNTS THE PARCEL. OF PROPERTY D€SCR1gCD BELOW WEN 'ROA MERECORDED PLATDGSCRIBNO THATPARCEL NSTAVLrENLL RECORDED PRIOR TO OR AFTER THE FILING OF INE RECORDED PLAT ARE lid SHOW ON THIS A3-BIALT. 4. The BJFORAAT10r1 SHOwN ON Tr+IS AS8U4T IS FOR THE WE OF LEND/JD NSTTMIONs $PECIFICALLYTO SHOW ANY CONFLICTS BETWEEN E ereNG STRUCfl1AE ANO FLATTED LOT LINES DR EASEMENTS. THE AS.BULT IS NOT TO BE l yE0 FOR POSITIONING AvornoNAL STRUCTURES OR FENCES. 5. THERE' ARE rod SRMEADLJTLITY>.NFSLOCATED1>NTMSPROPERTY. 49M :F ichord L Buse 4094—S Qop°ssArg" SURVE'''OR'S CERTIFICATION 1 HEREBY OTRTiV THAT 1 HAVE BURVJ;YED THE PROPERTY ON THIS AS.BNLT AND THE 1MPIi OVFJfE,'TS SITUATED THEREON ARE LOCATED AS SHOWN L1 THJS ASBUG.T. p Ft DATED THIS 2*# DAY OF aa t5' TELECOMM. &— ELEC. EASEMENT 0 / • / 0 7 _,�� / / / / / / / / figa / / / • / / / / CCt / } fti / / y �(Fmom LINK PENCE 4 / / / / / / / / eaolei R= 50.00' L= 46.1r SHAEI5WY SPRUCE DRIVE R i / PI�N / PIPE / SEPTIC SEPTICPIPE �RIDE ,1 SEE HOUSE DETAIL PIPE >a9 X43- LEGEND �•q1c) MN FOUND Z 12'ALCAp MON. N‘43 • FOUND SIB' REOIAR PEPTIC PIPE H� NV 3 100°05'31"W 336.74' SAMPSON /ESTATES 13A 14 OATEE R1:C. PLT: um' AREA 51.224 . Jt. Fla sac.: Do1,2S DWQ: L482GVNP.0WO SUAVEYHI• 4125/04 DRAWN BY: MIK 4R7N04 1"-W =03.42 AS -BUILT LOT 4, BLOCK 2 GLENN VIEW ESTATES NORTH SUBDIVISION LOCATED W1TH1N 53. TUN, R1 W. PALMER RECoRDlNG DI8TRICT, ALASKA, TOTAL P.02