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HomeMy WebLinkAboutGLENN VIEW ESTATES NORTH BLK 1 LT 1Glen View North Block 1 Lot 1 #051-821-14 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 MAY L ge@@221 of -8 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211426 PID Number: 051-821-14 Dwelling: Jfl Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New !❑ Upgrade Name KEN GITTER ABSORPTION FIELD ❑ Deep Trench X Wide Trench ❑ Bed ❑ Mound Site Address 23350 NORTWOODS DRIVE, CHUGIAK, AK 99567 ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 947-5710 1 4 0.7 GPD/SF JTotal SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 2.5 Ft. Subdivision Block Lot GLENN VIEW EST. NORTH 1 1 Fill added above original grade SEE DWG. Ft. Gravel length 112 (55'+ 57') 131=t. Township Range Section - - Gravel width 5 Ft, Beds: Number of Lines - Distance between lines - Ft SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 875 Ft2 2 6+ Ft. Well PUBLIC PUBLIC - - N/A TANK A Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1250 Gal. Surface Water 100'+ 100'+ — — Material Number of compartments Lot Line 5'+ 10'+ - - NA PLASTIC 2 Foundation 101+ 101+ - - L TION Manufacturer Capacity Remarks Gal. Alarm location Elects i alled by Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield NORTHERN EXCAVATION Drainfield D3034 Co/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspdeates: X51 11/19/21 2nd 11/22/21 Location and description 3'" 11/22/29 4'h 11/23/26 BOTTOM OF SIDING BY FCO ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp _oo60O Conditional Approval: Date (�4 9 �Q CIA... I.. � ... ............. D 1 .............. .....o Septic System 1 Approved CitODate % X20 O '. ' f Gars ss: Q Q 9 CE 79 3 �� p 4 s •.;' ;c �.�OL��� 40�Pred v � 6 ��.. Note: this approval does not include well permit requirements. 0 AECC884000 A PERMrr NUMBER: PARCEL ID NUMBER: OSP2111426 051-821-14 �i .; ° A., EXISTING 4 -BEDROOM HOUSE %J LOW LYING DECK (<30° IN HEIGHT) -STEVE ENG, P.E. TH#1 MTI MT (APPROX. LOCATION) 1 I f i t 1 1 1 I INSTALLED FLOW I SPLITTER (FS) 1 1 I I 1 1 i NEW DRAINFIELDS 1 i 1 1 1 1 STEVE ENG, P.E. TH#2 I 1 i 1 (APPROX. LOCATION) / i 1 I i APPROXIMATE LOCATION �\ `\h - OF WATER SERVICE LINE PER 2004 RECORD �\ DRAWINGS ON FILE AT MOA NOTE: THE OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC PER THE 000 FCO EXISTING FCO - 7.8 NEW MH1 1250 -GALLON 14.6 GREER PLASTIC STI SEPTIC TANK - INSTALLED 68.6 DOUBLE 48.6 CLEANOUTS 68.5 (DBL1 & DBL2) 49.5 INSTALLED FLOW 68.5 DIRECTOR (FD) 56.7 EXISTING 61.0 �i .; ° A., EXISTING 4 -BEDROOM HOUSE %J LOW LYING DECK (<30° IN HEIGHT) -STEVE ENG, P.E. TH#1 MTI MT (APPROX. LOCATION) 1 I f i t 1 1 1 I INSTALLED FLOW I SPLITTER (FS) 1 1 I I 1 1 i NEW DRAINFIELDS 1 i 1 1 1 1 STEVE ENG, P.E. TH#2 I 1 i 1 (APPROX. LOCATION) / i 1 I i APPROXIMATE LOCATION �\ `\h - OF WATER SERVICE LINE PER 2004 RECORD �\ DRAWINGS ON FILE AT MOA NOTE: THE OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC PER THE 000 FCO 36.8 7.8 SHOWN PER GEG SHOTS MH1 42.9 14.6 5910 LASER DISTANCE STI 47.1 14.0 68.6 DBL1 48.6 14.0 68.5 DBL2 49.5 14.2 68.5 FD 56.7 13.1 61.0 FS 48.6 63.0 C01 23.3 51.5 MTI 24.3 54.2 CO2 75.1 90.1 MT2 75.4 89.5 CO3 30.6 38.3 MT3 31.1 41.1 C04 77.2 82.1 MT4 77.8 81.3 CONTRACTOR NOTE: PIPE LOCATIONS ARE NOTE: THE CONTRACTOR HAD SHOWN PER GEG SHOTS THE SOUTH LOT LINE TAKEN WITH LEICA DISTO FLAGGED/STAKED BY A 5910 LASER DISTANCE REGISTERED LAND SURVEYOR METER. SWING -TIES TO PRIOR TO ANY CONSTRUCTION. HOUSE CORNERS WERE GENERATED IN AIUTOCAD. y ENGINEERING A SALES t CONSULTING 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, ALASKA - PHONE (907) 337.6179 - WEBSITE: www.gamesswVhoMng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KENNETH GITTER 947-5710 2 OF 3 PROJECTILEGAL DESCRIPTION: DRAWN BY: GLENN VIEW ESTATES NORTH; BLOCK 1, LOT 1 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/9!2021 Eel c^ ;LJe r amens ;_= C -79 3 i AV LICENSE,,1r� ESS 't*• lk #AECCfi6a q ''i (2.-L Lly I PERMIT NUMBER: PARCEL ID NUMBER: OSP2111426 051-821-14 TOP OF MANHOLE FINAL GRADE JNG @ )5.09 WEST TRENCH FINAL GRADE I EAST TRENCH MT1 col - 98.57"99.52 MT3 CO3 MT2 CO2 FOUND TOP OF ORIGINAL GRADE AT MT4 C04 FINAL GRADE NORTHERN END OF DRAINFIELDS = 97.10 = 98.38"99.48 {HIGHEST POINT FOR BOTH DRAINFIELDS). ORIGINAL GRADE ON SOUTH END = 96.90 (ON UNDISTURBED SOIL - NO FILL ADDED) -1 TER FABRIC TER FABRIC STEVEN ENG, P.E. TEST HOLE #2 2.5' OF EFFECTIVE INVERT OF PIPE 2.5- OF EFFECTIVE INVERT of PIPE owum= 93.94 = 93.94 5'' I BOTTOM OF ( BOTTOM OF TRENCH = 91.44 TRENCH = 91.44 6" RELATIVE ELEVATION OF GROUNDWATER ON 1/20/2004 ON STEVEN ENG, P.E. TEST HOLE #2 = 84. RELATIVE ELEVATION OF STEVEN ENG, P.E. TEST HOLE #2 = 83. 0-1117 Tp ............ . . . ........ .......... .....� ENGINEERING ,,-, SALES, CONSULTING ��.� � � �. - .: < / 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE. w .games ngneering.mm . .......... SS �'• s KENNETH GITTER 947-5710 3 OF 3 #.�J, . CE -79 3 �_� PROJECT/LEGAL DESCRIPTION: DRAWN BY: #�,p'•.�I)v$.= � GLENN VIEW ESTATES NORTH; BLOCK 1, LOT 1 J.L.M. t�FQ p'•'•......•••'' P� 4W TYPE TYPE OF WORK: DATE: LICENS�,,�Ar ESS RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 12/10/2021 #AECC884 w N900 00'00"E 68.99' \ �Q0& 15' UTILITY EASEMENT �, 06 N �pOS�cti N Q� P bo0 0 LOT 7 N BLOCK 4 Z TRACT D .. R, \ X20 00 0279 \ S0, SHED . M . SHED S, ....... LOT 1 F9 24.4' o co sF 61 C5 6.0'-,) 19.8' EXISTING CO HOUSE N 54.6' 54.7' (3) COQ 00 o (4) CO o 00 (2) CO oo (2) CO o CO < a c m (2) co LOT 2 O 06, O, (91 ,=-::,OF 4 9 TH �* ................................ O STEVEN CALLA AN �0 s LS -12034 p NOTES:Ofe 1. THIS DRAWING SHALL NOT BE MODIFIED WITHOUT THE ssion°� �o EXPRESSED WRITTEN CONSENT OF LCG LANTECH. 2. SNOW AND ICE MAY CONCEAL MINOR SURFACE FEATURES. ORDERED BY: KEN GITTER PARCEL #: 051-821-14-000 SURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTS LEGAL DESCRIPTION: ADDRESS: SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST OTHER THAN NOTED OR SHOWN. AS -BUILT 23350 NORTHWOODS CIRCLE LOT 1, BLOCK 1, GLENN VIEW ESTATES NORTH SUBDIVISION 11CG '�.e .. Inc 250 H Street Anchorage, Alaska 99501 Survey Department Phone 562-5291 Mainline Phone 243-8985 AECC 668 EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTY LINES, OR FOR PLOT -PLAN PURPOSES. LEGEND: SEPTIC Overhan Asphalt::,;::, LOT LINE MANHOLE Mx ADJ LOT LINE Wood Deck Concrete WATER WELL Q UTILITY BOX ❑ SEPTIC STANDPIPE #CO. DRAWN DATE: 1/19/2022 WORK ORDER: 21152 DRAWN BY: AP PLAT: 2003-42 CHECKED BY: SC GRID: NW1559 SCALE: ill = 40' FB/PG: 822-71-72 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road u.,.s;W„r N"', i. Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 n http:/lwwnv.muni.org/onsite v Department On -Site Wastewater Disposal System Permit Permit Number: OSP211426 Effective Date: 10/7/2021 Work Type: Septic Upgrade Expiration Date: 10/7/2022 Tax Code Number: 05182114000 Site Legal Address: GLENN VIEW ESTATES NORTH BLK 1 LT 1 G:1560 Site Mailing Address: 23350 NORTHWOODS CIR, Chugiak Owner: GITTER KENNETH LYNN & Lot Size in Sq Ft: 43409 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: CSC Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC, 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing k Special Provisions: A splitter valve is to be used to split the effluent between the two proposed trenches. Received By: - Issued By: Date: Date: r MUNICIPALITY OF ANCHORAGE --meg Development Services Department � Phone: 907-343-7904 On Water & Wastewater Section Fax : 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-821-14 Property owner(s) KENNETH GITTER Day phone 947-5710 Mailing address 23350 NORTHWOODS CIRCLE, CHUGIAK, AK 99567 Site address 23350 NORTHWOODS CIRCLE, CHUGIAK, AK 99567 Legal description (Sub'd., Block & Lot) GLENN VIEW ESTATES NORTH; BLOCK 1, LOT 1 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field El Initial ❑ Single Family (SF) El Septic Tank Q Upgrade [] (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) E] Privy ❑ Multiple Dwellings ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. 1 further certify that this is in accordance with applicable Municipal Codes. �7c i n � cam, n rv�c (Signature of property ownerar_6 Uffihorize-d—adePIL) Permit/Rush Fees: -0 0i.5 Waiver Fees: Date of Payment: _ ��/�Z I Date of Payment: Receipt Number: 007--;g G Receipt Number: Permit No. 0S %V Z 1 1 y2-6 Waiver No. GADevelopment ServiceslBuilding Safety\On Site Water and WastewaterTorms\Client FormsTermit Application.doc a4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211426, Deb Wockenfuss, 10/07/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211426, Deb Wockenfuss, 10/07/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211426, Deb Wockenfuss, 10/07/21 DATE S CHEDU LED/ TIME INSPECTOR f J SUBDIVISION GLENN VIEW ESTATES NORTH BLOCKILOTITRACT BLK I LT 1 INDICATE NORTH SIZE CONN I" CORP. STOP CURB STOP C TO C FT. COPPER PIPE I 114" OR 2" KEY BOX FT. THAW -WIRE THAW-PLATE/NUT KEARNY CONNECTOR OTHER -e DOMESTIC ONLY FIRE LINE ONLY ['J BOTH FIRE & DOMESTIC [ FIRE HYDRANT ONLY v DATE OF TAPE BY SIZE MAIN '_!, ALLEY Fj STREET [.'' EASEMENT TYPE MAIN EXCAVATOR DISCONNECTS Ll YES [. ] NO SIZE OF DISCONNECT COMMENTS e),v ;o /1 34— C'v oT KEY BOX LOCATION 'u-) es 7- w"4.c INSPECTION ,c INSPECTION REPORT ,V -LINE BLOWN OUT INSULATED K.B. &.T.W. - OK AFTER BACK -FILL OPEN BORE FLUSH 200 LB. TEST MAIN CHLORINATED CHLORINE FLUSHED 'OK TO TURN -ON DO NOT TURN -ON k INSPECTOR (4c 29 DATE COMMENTS Ole,ldr­p- . Municipality of Anchorage , © 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 / of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 0026 PID Number: 1 - Name: Wastewater System: PNew ❑ Upgrade Address: 0. SOK 6 7Ga VS ABSORPTION FIELD Phone: O Number of Bedrooms, peep Trench Cl Shallow Trench ❑Bad 11 Mound ❑Other' 'LEGAL DESCRIPTION Soil Rating: GPD/Ftp Total Depth from original grade S Black: / Lot. Subtlrvis on: CLF�J II T /F�oz Depth to pipe bottom trom original grade; 3S N7 " Ft. Gravel depth beneath pipe: � Township: Range: Section: Ft. Fill added above original grade: Ft. Gravel Length: ,rµhn Ur�LI Well: C. ❑ Ne ❑Upgrade, Ft GNumber o?nes: Distance between lines: ravel width S- / Classification (Private, A, B, C). Total Depth' Ca to: Ft. J Total absorp4Ft area: Pipe Material: Ft. Ft. f� , Ft' Driller Date DNled: Static Water Level: Installer: Date Installetl' FL „./ S c/ / /(L J ill `7 G Yield . Pump Set at, Casing Height Above Grountl: GPM Ft. Ft. TANK SEPARATION DISTANCES epec ❑ Holding ❑ S.T.E.P. ❑ Other: To From Septic Tank Field AbsorptionM&14 rivate r Line anufacturer: capacity' �p +/'i ,G GS�6 G.I. Well / `% �Material: Number. of Compartments', Surace Water Old leort LIFT STATION Lot Line �, f1ZB'anu acturec. Foundation S ••t JPump / L fin. on" level at: 'Pump off' level et: High w r alarm at in in. C urtain Drain N A Pump Make 8 aa Waal Electrical InsP ons a eRormed b P Y: Remarks'. BENCH MARK Location antl Desuiption: G/1�zlD �onl Assumed Elevation: Ft. OF .4 w m i�P•� � 1 r�r. • 9 # 2 Inspections performed by: d` 1� Fq Dates: 1a' % GG : •.. »...:,.. f '•y6i ... •.• 2nd� / / / W w Development Services Department A- p p Approval •.•• SteW 9 Steven 0� j,% PE 62 Reviewed and approved b PP y Date: 10 �`1F9�c'••••.....•.••f 4a«. 4, (Rw tz/oo) �pROFESSI�N:,d ZZ z� rn R° 1-1 O M m 3 r C M t� M C7 Z D C7 m z t0 S td D m0 CD Z %C m o. fi rn �re�rn M .e D o m Z H N o —{ _ Or w, Ln mm m 0 En m 3 CD m I R° c U� �re�rn v hNU Or U1 UI h " N m I \ 3co O y O 0 rn 3 3 hN v o 3 Iv by-U`h N o CJ In C m 3 n p <+C C) n 7 F� h�3 N R) 3 = F- Q S c F rt 3 h 3 n 0 Cp O o m c m CD A UjLn CD V In - = m Wd �-- O-��(oManU 3 N Q O OD c m m Cb s co o W N -' 0 CD v' r -i Cl) (n -� m m p z CD c O_ TIO—I (n z D W7 C) O 0 C:0 O O (n (n CD O z N. 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II 0 A 0 d > ;p > a, +, d U > W N Ol (4- o w w m II u O v ¢ > 0 u N OI W d > d L 0- O L O U S L U u OM E Q Uo Cw a ° 0) U 0 >, Ha L\ 0 0 ,L (U d N E t 0 O E X:4' 4 m d 0) +;pu 0- E:0 m+>4- �0 d u L — Q)S E N UI -04' N 9N LO O- - 0 a, C n 4w u N i W O O L a Ce6LW NU dU N u V) 1-- L O i OI�H N W 4- d (/� N U E W O~ NN 1 n.L L z S US L Lo 0-3 Cl.cr O -+.i 3 d 0) 3 01 vi Q(nN(n3(n¢� LLJ Fa _; N (Y) It In I'D F— z 0 W Q LLJ �- 3J LLJ 1--i > Y Z u Ld O J J L7 W W N LLI 3 J F-- LL] LL- H > O � P4 A d- LLJ Y Q 0 Z _ ¢ z u (__) O_ p LJ u I— Q 0 v ~ LLJ W LLJ J LTJ 0i O + �s�►m +/a" :t I�N bbb � • � en a '+ U oQi 2 Ce La {, - Lo Z e e OZ nie ?e. � W ZIP,-04-� MUNICIPALITY OF ANCHORAGE Development Services Department �A l S U ( — 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 C L� = o, ZPr," Date Issued: Mar 01, 2004 Expiration Date: Mar 01, 2005 Permit Number: SW040026 Parcel ID: 051-821-14 Legal Description: GLENN VIEW ESTATES NORTH BLOCK 1 LOTf Design Engineer: 0838 North Rim Engineering Site Address: NHN NORTHWOODS DRIVE Owner Name: M2CI INC. Lot Size: 43409 SQ. FT. Owner Address: NHN NORTHWOODS DRIVE 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. Received Issued By Date:.'�1 By: Date: 04 — Municipality of Anchorage • Development Services Department Building Safety Division1"M- x On -Site Water and Wastewater Program 4700 South Bragaw St. s " `"" 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. Sz — �4 Permit Number SWt740026 Property owner(s)_ /112 C I" r 7 kCr Day phone $ TEg address (1)_E 0, VO)t (o7004 Cflf,!//�; Ak 99 67 OD4s Qe*"nddress (2) -9AI NORTIlWOOPj ORIyL., cyj)&/i4lC Zip Code 89567 Legal description (Lot, Block & Sub'd.)*Z , Legal description ( iTLFNA/ XUR IV X l raTR5 /VORT/N /3Lk I (DT Lot Size Acre Sq. Ft. Number of Bedrooms _ r� THIS APPLICATION IS FOR: Sewer Only IRV Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owogfor authorized agent) Permit Fees: �j(<so Waiver Fees: Date of Payment: 10-444 Date of Payment: Receipt Number:Receipt Number: (Rev. 12/00) Northitim Engineering 17237 Bear Paw Circle Eagle River, AK 99577 907-694-7026 907.830-4186 January 22, 2004 Dan Roth MOA On -Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: Glen View Estates North, Block 1, Lot 1, Chugiak Dear Dan, Please review the submittal for the water & sewer design for the proposed single family home. The subdivision is under development and served by a Public Water System. 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, NorthRim Engineering Steven W. Eng, PH Design Enclosures Glen View Estates North, Block 1, Lot 1 NOrthRim Engineering SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is a single family home projected at 4 bedrooms. This requires a 1250 gallon septic tank. This lot is over one acre in size and "no adverse impacts are expected from development. The neighboring subdivision lots are also over 1 acre and are on public water. No water wells are in the vicinity. The adjacent lot to the west is a single family home with septic system and public water. The lot to the east is under construction and will be on public water with a septic system. No conflicts to any neighbor lots is anticipated. Soil tests found typical soil for this area; a silty sandy gravel with denser underlying material. The system utilized a 5' wide trench with allowable reduction factor. An application rate of 0.8 GPD/FT2 with 0.58 reduction factor for utilizing a 5' wide trench. Monitoring revealed groundwater at 12' depth. 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 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'/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 bed • 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 ASTMD2661, • Sewer Service Line is minimum 2% slope • Septic Tank to be pumped every two years or when required • Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam HI or equal) DRAINAGE: The proposed lot is generally flat terrain, with slight dip to the south, The slope increase to 5% beyond the lot to the south, then Increases greater than 15% at over 100 feet south of lot 1, Construction of sanitation facilities wilt not affect drainage patterns nor adversely impact neighboring tots. GreenBett /15y+ Line 1Ux � 2E f. Under Constructio `gumt �+ LAR' $ 4 i titity Easement .44�o4iagR OF qqq `4 X �k 4' _� NORTHRIM yp�-. X* 49� GLEN VIEW ESTATES S/D ENGINEERING 17237 Beer Pow Cimle �= Eagle Rion, Alaska 99377., cc-eea .. Ea ' DRAINAGE L❑T 1, BLOCK 1 2/23/04 y O w ( N a ° C O E .D J ) N N I—Uc N wO �)_*oJ U LO E E + g �a0L) (o O Odz :3 -P -N d n }N+ O u > a om av+ a O ° N 0 rna0 Z U U U) U) N f- J U7 Lli 0 N P7 r- N 00O E d' M mLn / L : a 7 O Driveway Area O - c N t U C N H N O J L' I M 4- = O 1-4 U O O Z O p o W p C_ (� W O ECL W �— 3� m N LO o ; 0 L Zu W O v U 0 I—I U � U Q z LLJ LLJ ~ Z d F -- W Q N t U C N H N O J L' I (-z W V Q) M 4- = O 1-4 O Z (-z W V Q) M 4- = O O Z o W It W �— 3� m N LLJ ; 0 Zu W O v I—I W U Q z LLJ LLJ ~ Z F -- W Q J � Q C 3 F-- u o Ln J � LTJ 0 (-z W V Q) \ � / \\ u % L /\ cs \ L u \/ E @E L gym ®jLn elx� /$ 5\ *L\m )/2\ 2' f ¥\f \L�§ _5j�\ \ E E f E z u z])[/ e o. 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Box 196650 Anchorage, AK 99519-6650 www ci snchoraoe.ak.us (907)343-7904 Soils Log - Percolation Test •T Data ^ailor:Tl�u: Performed For. e - z �• p 0j/ Township, Range, Section: Legal Descripticry F2 Gcl•1 ��2Slope Site Plan J F or. 7-1 , o 8- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19-[ 5 - 10- 11- 12-13- 14- 15- 16- 17- 18- 19- 5 14-T- :5,1" c.T5,1" rLOO SILT) t s1 6RAVA WAS GROUND WATER ENCOUNTERED? s IFYES.ATWHATDEPTH? / L I.3 0 Depth to Water After p Monitoring? 13 E Date:l Z G Eing DateWGrossTimeNet Time Depth to Water Net Drop l6 S,r �/< 2 /' 7-1.' I? /a 7.7 P=RCCLAI ION RATE 16 (minUesSncp) PERC HOLE DIAMETER G TEST RUN BET`P1EEN j? FT AND�/ _FT COMMENTS QLF PERFORMED BY: 7(,l(j/ �I7r� (I'� /i/1%C/NF' �6 I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES FFECT ON THIS DATE. DATE: 2Z O Municipality of Anchorage A Development Services Department Net Drop Building Safety Division On -Site Water and Wastewater Program i� 4700 South Bragaw St. 0 P.O. Box 196650 Anchorage, AK 99519-6650 www ci anchoraee.ak.us R` (907) 343-7904 Soils Log - Percolation Test l0 Per=ormod For r �i—C 'ti�r --'- Date Peforrned; _iy Legal Description: GL, /�nl V, G`� fir• 11�LI Township, Range, Section: 2 1 n 1- p 2- 3- 4- 5- 6- -3-4-5 6- 7- 8- 9- 10- 11- 12- 13-F 7-8-9-10-11- 12- 13- 15 15 16- 17- 18- 19 - WAS GROUND WATER tir6 ENCOUNTERED? s IF YES, A7 WHAT DEPTH? 0 Depth to Water After P Monitoring? E Date: �LU Site Plan S Reading Date Gross Time Net Time Depth to Water Net Drop �0 0 Ir sr l0 T• S' I �,� PERCOLATION RATE �a (minotes.anc'�) PERC HOLE DIAMETER L( TEST RUN SEKEEN _FT A.ND__57 FT COMMENTS rsUie Rte• G K' �( p -' CERTIFY THAT THIS TEST WAS PERFORMED BY: A 1 r-/ l+ f�"VV %��t[L�- PERFORMED IN ACCORDANCE WITH ALL.STA�f 4ND N1UN'CIPAL GUIDELINES INF ECT ON THIS DATE. DATE: /�, Nib mix 1 44 wags 10 tat7sts z�s:Z' ; ee4x 342. ` , !.' �S331 ZO E 36 18. 40 i � i��'�� �� 4 ��� � �8��/`+•� 1 X16 � P "00�G99•Q'�� N 1)'S8c4 E 10 s6:�►o� , i cs t 12 1137 10 Q 136 42.270 . � �4•t4 ,a'� d' � 14 � e 1 -ter 42.E WfL • 2 316.66' yt °S 4.38 R' - _ - w""m 0840E «� 4713. E .� aS• t At E m'6.omim i3.t3 7 6 s . � �„�s^ WE 2�''�!• R `� ,�,�� , .loss � ., � � � � C39 ,ao.x•. is t 74.00' R aoo'o3'w noil T IUSM 411L 14.2014 01 E 131 x.92 R 4 ".24 �• N0061 3'18'W 328,43; N0M1TW 32�.�1 R) .1f6. 6 162,06' 15&• CO C-•W W � ?RAC7 E°Ti. i ,— — — -,—��. ON 561.03 ° 19758ASM, OF BAR NO I eao-s 4 o 2 3 0� 3 Z Z 0O RLOCk16 Municipality or AncoPrage Development Serv1ce Department « a a Building Safety Division ? On -Site Water and Wastewater Program 4700 South Bragaw C S A E T. P 0 Box 196660 Anchorage, AK 99519-6600 IT n. EWER1IEl,L�UBM1�L G�OMMNT SHEET `. 2'Ky..-k.^ •i�-s-s��,`T.„.,.Y�e....�*"4 ""`x--'rw:+`.� ......a�.a� t', -.:..r-.. �.'i.-:x """'f�.s .,.1 +v � .., �'' _ y,. �n. iaperwo as, een; r®v awed ans�be�ng refurned for the fgTlowing reasons S IO�iV ifiE GRATER KEY '9bX rS ANDWHERE THE - - �,., w'ii'43.tN`,€�;�x",�,�.:.srT�,s�^X�..'�.�'t:,`a.,�..z?^.,x*a �' ..:e"• r �gart. s nformat& needed istances dimensions missing u p re conation anc� water monto�rmg iasis not shown deep fo`r soils mformafion"submitted. ilmz, inor and re syour request: 0Municipality of Anchorage .� Development Services Department `\ Building Safety Division On -Site Water and wastewater Program-- 47oo South Bragaw St P.O. Box 196650 Anchorage, AK 99519.5§50 www.ci.anchorage.ak.us (907) 343-7904 o CERTIRCATE OF HEALTH AUTHOMV APPRvVA'L" FOR A SINGLE FAMR:Y DWELLING Parcel I.D. 1. GENERAL7NP6t2MA11ON' Complete legal descnptlon` GLEa Location (site address or directions) Current Property owner(s) 1212— G. iy2i Mailing address L Lending agency Mailing address. Hap, t__Oq 0515- Expiration 515Expiration Date: ` tbl4 alct�� iris, I i•J'dr2� r/ . �i ��cl� / . G c�T I Real Estate Agent. _y -------- Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. . EDROOMS' Day phone .2 2 3—do''100 71 C' Day phone Day phone _ 2. NUMBER OF B 3. TYPE OF WATER SUPPLY: ' TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site Individual Well ❑ Individual Holding tank ❑ Individual Water Storage ❑ Community On-site ❑ Community Class Well . Public Sewer ❑ Public Water System The Municipality of Anchorage Development Services uepanimint tomo") ��__� �_ �_•_� _�• 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 -she 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 va (a on-date shown-below-1 verily thai my investigatirnr ,- ' based on procedures outlined in the Health Authority Approval Guidelines for this apprication, 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'stfucture 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-Fir mi3f /�%vel .. �—/ { n;,ir�Ue_ Address /7,23-7 RG_AT Attachments: HAA Checklist X Maintenance Agreements Septic System Advisory Supplemental Engineers Report Well Flow Advisory �Other By:� e pxS� Original Certificate Dater (Rev. 01102) 1ViunicpaTity of An homage Development, Services Department .._ . Building Safety Division on-rnSde W ater & Vestewafer�Program µ 4700 Sou h rag Si. Anck orage'AK,"99519 66 0 Pb fox 196650 anc�Forage al " wWw cr .us li (90'0'34`3 7904 HEALTH AIJTHORtTY APPROVAL LHECKLIST�, � � _, r f� �i=L Date instal)ed 7ZOq _ Z Cleanouts Y/N ompahmenfs ( ) on ovY talk (YIN) High water ;alarm jl /N) 104 Soil rating (g.p.d.fft2 ft. Width, ft. tea J� n2 nti.,.; fnrinn triha D. LIFT S fAT10N Date installed Size in gallons Manhole/Access (Y/N) Pump on' level at in. "Pump off' level at _ in. High water alarm level a/ement0 n. Datum Cycles tested .Meets alarm &circuit regiy E. `SEPARATION'DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO..... �/.su C, Septicankllift station on t On adjacent loth Absorption field on I On adjacent r ots _ Public sewer m n Public sp4er manhole/cleanout Sewer /se c service line Hold' g tank ` SEPARATION DISTANCff FF20`fvj SEP C O DING TANK ON LOT TO: Building foundation .S� f Property line Ld Absorption field Water main /� r7` Water service line /0Surf/0a v� Surface water Wells on adjacent lots 610 2 - SEPARATION SEPARATION DISTANC `FROTvt ABSORPTION FIELD ON LOT TO-- Property line /0 fit' Building foundation /0 �t _..Water main Water Service line /4 7- _ Surface water 1400111- Driveway, parking/vehicle,storage /0 + 1' Curtain drainWells on adjacent lots /'rJ6Llt G ENGINEER'S CE12 l certify that I have determined fhrough field inspections and a . as�� review of Municipal records that the above systems are in �o a b, conformance with MOA HAA guidelines in effect on this date. m A Engineer's Printed ® iPl,`ea PE 6256 Date KJ t1( ROFESSI�* - HAA Fee $_ �!• Waiver Fee $ Date of Payment I o� r �� Date of Payment w Receipt Number Receipt Number (Rev. 12/01) - d� a 0G ASBUILT S:EWARD h I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE: ' ya, FOLLOWING DESCRIBED PROPERTY: DATE: i �/ r/.s��fvo�l//spa AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. 1T IS THE RESPONSIBILITY OF THE — OWNER.TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OFFENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. GRID: Fo ios - DRAWN: off! SOCIATES �,�,••osaesggq QF ACS �+ r+. '�)THY'r 72 D;one MerY Seward ,� � A 4a'�`••. LS 6918 ••'`�°'�