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HomeMy WebLinkAboutSUN VALLEY BLK 3 LT 7Sun Valley Block 3 Lot 7 #078-111-02 SUN OUTFALL OF CURTAIN DRAM S/D; BLOCK 3, LOT 6 A I B C C01 94.2 96.0 002 95.0 62.4 102.3 CO3 74.8 32.1 64.9 OUTFALL 104.5 65.9 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. EXISTING WELL— / / / r I I I NOTE: GEG CONSULTANT, JODY MAUS ONLY INSPECTED BOTTOM OF EXCAVATION FOR THE 25 -FOOT (APPROX.) LEG OF THE DRAIN ALONG THE SOUTH/SOUTHEAST LOT LINE AND CONFIRMED SEPARATION DISTANCE TO DRAINFIELD BY MEASURING OFF THE DRAINFIELD CLEANOUTS. EXISTING S.T.E.P. TANK EXISTING , WELL— �. �•--�j � � q . 1 I 'rte �• •i: .. . I EXISTING HOUSE \ V \ O L �0N 00 IN I \ I / I \ / I APPROX. LOCATION OF / 1 CURTAIN DRAIN BASED\ / 1 UPON CLEAN-OUT LOCATIONS \ n `` O^\\ col�o� \\ -CONVERTED \ TO SOLID PIPE AT \ \ DRIVEWAY PER THE CONTRACTOR �.�o EXISTING D 10'\� , APPROXIMATE LOCATION OF 25 -FOOT LEG OF CURTAIN DRAIN. MAY BE PARTIALLY EXISTING ON NEIGHBORS LOT. PRESSURIZED SEWER LINE SUN VALLEY S/D; BLOCK 3, LOT 8 NOTE: FOR CURTAIN DRAIN CONSTRUCTION DETAILS, SEE LETTER FROM SOUTH FORK CONSTRUCTION DATED AUGUST 22, 2022. GARNESS ENGINEERING GROUP, Ltd ,,,'vwi ENGINEERING SALES CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE. AK 99507 -PHONE (907) 337.6179 • FAX (907) 338-3246' WEBSITE: w .games engineering.com PREPARED FOR: BRANDON LEBARON PROJECT/LEGAL DESCRIPTION: SUN VALLEY S/D; BLOCK 3, LOT 7 PHONE NUMBER: I PAGE NUMBER: 301-2008/301-8071 1 OF 1 TYPE OF WORK: RECORD DRAWING OF NEW CURTAIN DRAIN LOCATION PSE OF .• ..4� .....�............. DRAWN BY: J.L.M. DATE: LICENSE 8/23/2022 #AECC884 .... . .............. rey A. rness•: _Q AF CE - 79 3 AV pROFESSI��i�� South Fork Construction LLC P.O. Box Aug 22, 2022 Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Subject: Sun Valley; Block 3, Lot 7 Curtain Drain Greetings Jody, In response to your email dated August 22, 2022. South Fork Construction LLC, installed a curtain drain on the above mentioned property. 1. All portions of the curtain drain are 10+ feet from the existing drainfield. 2. The downhill side of the drain has an impermeable barrier - 6 mil reinforced visqueen. 3. All piping is D3034 PVC pipe. 4. All piping under the driveway is insulated with 4 inch by 4 feet wide insulation. 5. The depth of curtain drain below bottom of drainrock in drainfield varies. 6. The perforated pipe to solid pipe is located at the bottom of slope. If we can be of further assistance, please let us know. Thank you, Dan Janke South Fork Construction LLC 907-230-8224 Municipality of Anchorage r _,=: On-Site Water and Wastewater Section • (907) 343-7904 e' ON-SITE WASTEWATER INSPECTION REPORT NOV 5 202© Permit Number: OSP201358 PID Number: 078-111-02 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New *Upgrade Name BRANDON AND ROSALIE LEBARON ABSORPTION FIELD El Deep Trench E] Wide Trench Bed F] Mound Site Address 2974 SUN VALLEY DRIVE, EAGLE RIVER, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 301-2008 4 0.7 GPD/SF SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.57 Ft. Subdivision Block Lot SUN VALLEY 3 7 Fill added above original grade SEE DWG. Ft. Gravel length 54 Ft. Township Range Section - - Gravel width 17 Ft. Beds: Number of Lines 3 Distance between lines 6 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 918 Ft- - -Ft. Well EXIST. 100'+ EXIST. — EXIST. TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other er Capacity Gal. Surface Water EXIST. 100'+ EXIST. - tuber of compartments Material EXISTING Lot Line EXIST. 10'+ EXIST. - NA Foundation EXIST. 10'+ EXIST. — LIFT STATION a er Capacity Gal. Remarks Alarm location installed by Installer PIPE MATERIAL House to tankEXISTTank to . drainrield EXIS OWNER Drainfield D3034 CO/MT D3034 Inspector JODY MAUS , GEG CONSULTANT BENCH MARK (Assumed elevation) 100.00 ft Inspdection i51 9/21/2020 9/23/2020 Location and description 2nd 31d 9/25/20 4m - TOP OF MANHOLE FOR STEP TANK. ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp oo�op00 Conditional Approval: Date oo •. ' 1 qS�O O� D••' GI 1 e ` � D ilEss: DO Septic System Approved pp Date 8 10 X021 .J ffre A. Garn 00 Q 9. ! ' CE-7 S` .. p 4Mk =` i ol J- ;;.. ��pa�''Ofess.000� Note: this approval does not include well permit requirements. #AECC884 O��pppo �ncv UUIU41 ion PERMIT NUMBER: PARCEL ID NUMBER: OSP201358 RECORD DRAWING 078-111-02 r SUN VALLEY S/D; BLOCK 3, LOT 6 t J t I t EXISTING t WELL— NOTE: PHYSICALLY MEASURED EDGE OF WELL TO EDGE OF NORTH END OF DRAINFIELD TO BE 101 FEET BY GEG CONSULTANT, JODY MAUS. EXISTING S.T.E.P, TANK RESERVE 'p 06. G 700. �7! i \ t L RADfUg cr2 J K"� j \ '� \ t \ it, � \ SITE /Y s�� • •a \\ i { a_ • �/ • •1• • • \ EXISTING 4 BEDROOM HOUSE 01 E.R. ENG. TH#1 FCO A C07 REBUILT 54' BY 17' BED DRAINFIELD--/ EXISTING PRESSURIZED SEWER LINE- 0 /�^ GEG TH#2 \. SUN VALLEY SID; BLOCK 3, LOT 8 t Arc 9 �+ r Of GJL .w ENGINEERING SALES a CONSULTING �� ' .. ..... e p 0 3701E TUDOR ROAD, SUITE 101 `ANCHORAGE, AK 99507 ` PHONE (007) 337-6179' FAX (907)338-3246 * WEBSITE www,gameuenginwing.com S .....--s 4. jj'.}. ,� ......................u..0 PREPARED FOR: 7PHONE NUMBER: PAGE NUMBER: y t_1 UP�i S 4✓� n► BRANDON LEBARQN 301-2008/301-8071 2 QF 3 #c'��,- C -7953 '� ��"AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦ <I .' •` r SUN VALLEY S//D; BLOCK 3, LOT 7 J.L.M. �1A'`•��...`''p�,„" TYPE OF WORK: DATE: �R�\�� �►�� RECORD DRAWING OF DRAINFIELD REBUILD 11/2/2020 #AECNCas4 �� / 7-6 ., .,.8 OT 7 7 M1 67.8 CO2 72.0 75.2 MT2 76.1 77.7 CO3 77.0 78.4 C04 64.4 38.7 MT3 65.2 39.6 C05 69.8 43.9 MT41 74.4 48.7 C06 1 75.5 49.7 NOTE: PHYSICALLY MEASURED EDGE OF WELL TO EDGE OF NORTH END OF DRAINFIELD TO BE 101 FEET BY GEG CONSULTANT, JODY MAUS. EXISTING S.T.E.P, TANK RESERVE 'p 06. G 700. �7! i \ t L RADfUg cr2 J K"� j \ '� \ t \ it, � \ SITE /Y s�� • •a \\ i { a_ • �/ • •1• • • \ EXISTING 4 BEDROOM HOUSE 01 E.R. ENG. TH#1 FCO A C07 REBUILT 54' BY 17' BED DRAINFIELD--/ EXISTING PRESSURIZED SEWER LINE- 0 /�^ GEG TH#2 \. SUN VALLEY SID; BLOCK 3, LOT 8 t Arc 9 �+ r Of GJL .w ENGINEERING SALES a CONSULTING �� ' .. ..... e p 0 3701E TUDOR ROAD, SUITE 101 `ANCHORAGE, AK 99507 ` PHONE (007) 337-6179' FAX (907)338-3246 * WEBSITE www,gameuenginwing.com S .....--s 4. jj'.}. ,� ......................u..0 PREPARED FOR: 7PHONE NUMBER: PAGE NUMBER: y t_1 UP�i S 4✓� n► BRANDON LEBARQN 301-2008/301-8071 2 QF 3 #c'��,- C -7953 '� ��"AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦ <I .' •` r SUN VALLEY S//D; BLOCK 3, LOT 7 J.L.M. �1A'`•��...`''p�,„" TYPE OF WORK: DATE: �R�\�� �►�� RECORD DRAWING OF DRAINFIELD REBUILD 11/2/2020 #AECNCas4 �� / 7-6 'PERMIT NUMBER: PARCEL ID NUMBER,, OSP201358 RECORD DRAWING 078-111-02 NEW FINAL GRADE = 109.74-112.33— 00CO2 MT2 CO3 CO3 MT3 1105 MT4 C06 2013 ORIGINAL GRADE ELEVATION @ HIGHEST GEG POINT= 107.60 TH#2 INSTALLED NEW FILTER FABRIC INVERT OF DISTRIBUTION LINES = 105.09 1.4-1.8 FEET OF NEW SANDSAND EXISTING FILTER NEW TOP OF FILTER FILTER ADDED ,-ALL CONTAMINATEDSAND;?„:: SAND 104.52 S REMOVED LIMITS OF EXCAVATED IT WIDE CONTAMINATED MATERIAL 102.72-103.12 BOTTOM OF EXISTING BED EXCAVATION IN 2013 = 99.60-100.60 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 92.60 (GROUNDWATER @ 95.60 ON 8!7 7/2012) NOTE: BIOMAT WAS FOUND ONLY IN THE TOP 2-3" OF THE OLD FILTER SAND. ONCE BIOMAT (CONTAMINATED FILTER SAND) WAS REMOVED, ALL STANDING LIQUID IN DRAINFIELD COMPLETELY DRAINED AWAY. EXISTING V/ FILTER SAND BELOW CONTAMINATED MATERIAL APPEARED TO BE IN GOOD CONDITION. NEW MOA FILTER SAND ADDED TO EXISTING FILTER SAND AFTER ALL CONTAMINATED MATERIAL WAS REMOVED. tffARNIESS EN(N11NE1v!-j'R1N%G'4 GR ur9u'rtd m w mom-amown- ENGINEERING 1� SALES 1p CONSULTING 3701 E. TUDOR ROAD. SUITE 101 - ANCHORAGE, AK W507 - PHONE (907) 337-6179 - FAX (907) 336-3246 - WEBSITE: www.gamessengineeft.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRANDON LEBARON 301-2008/301-8071 30F3 PROJECTILEGAL DESCRIPTION: DRAWN BY: SUN VALLEY S//D; BLOCK 3, LOT 7 J.L.M. v' TYPE OF WORK: DATE: -,,_ RECORD DRAWING OF DRAINFIELD REBUILD 11/2/2020 ?.'I .......... K 1 A4 ............. tjeTrm". ugmess ,j mr t AV CE-7-9�3 -Q Z - LICE SE 14 11 lki�i*** #AEC A w Cl W DL L , W L t�-, w F- F- r w Z J Q m w q J a a 0 in w z w o� r w0 O zZ z cc Q �❑ ii0. ww ww w w❑ OU W-¢ z� c � N 0 ID 0 Md w C7 Z t� O co J Cl) O LL SU 'o O m O w LU} O cc w �r ~] = 0 6 C, Q}C, W Cf C w� d � d n w U❑u LL; }m- m� wL� 77w- - 0 V ui m F- w Z Z U Ow 0 > > Z w 200< 0 ❑ Z �� -1sua caLL Q 0 O�} a 0of w F-Zw0WZ>12 =r <OOz❑0¢ LL LU ❑O NI2IN OZ,ffn Z w W Z wZ:) ¢2E Nu wUaZ:O U r } — U` W �w F- FX ZOZ7 J LLJ (W/7F O ppWztjZ(Zn(7iJ oa cnF95a-J C7w wzwrp❑mw Zm Oa-Ka105r-z � Ow Q w cr 0F- 0r', w O O� W❑mow W ❑(n�U w r U= w W', 0 r �LIJ Wp0T-UO� z cn0 �z—Q F-� QW r r FwWUO QUQT—�2a cll�Z �QFr QFs72 W 2C[n c�wwC�)0jFUZcn U U U F a— Y zzx¢�z)oz_o= <W LU 0<M00 UUr a Q x F Z ED U Q z a F CD O � J v � Ln c Cl 6 ` LL 0 o w Z ED a o U } cq - . t' 49 Q > c � N 0 ID 0 Md w C7 Z t� O co J Cl) O LL SU 'o O m O w LU} O cc w �r ~] = 0 6 C, Q}C, W Cf C w� d � d n w U❑u LL; }m- m� wL� 77w- - 0 V ui m F- w Z Z U Ow 0 > > Z w 200< 0 ❑ Z �� -1sua caLL Q 0 O�} a 0of w F-Zw0WZ>12 =r <OOz❑0¢ LL LU ❑O NI2IN OZ,ffn Z w W Z wZ:) ¢2E Nu wUaZ:O U r } — U` W �w F- FX ZOZ7 J LLJ (W/7F O ppWztjZ(Zn(7iJ oa cnF95a-J C7w wzwrp❑mw Zm Oa-Ka105r-z � Ow Q w cr 0F- 0r', w O O� W❑mow W ❑(n�U w r U= w W', 0 r �LIJ Wp0T-UO� z cn0 �z—Q F-� QW r r FwWUO QUQT—�2a cll�Z �QFr QFs72 W 2C[n c�wwC�)0jFUZcn U U U F a— Y zzx¢�z)oz_o= <W LU 0<M00 UUr a Q x F Z ED U Q z a F CD O � J v � Ln c Cl 6 ` LL 0 o w Z ED a o U MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99619-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.orgionsite 4�_' 1111 fttt III e'll I. On -Site Wastewater Disposal System Permit Permit Number: OSP201358 Effective Date: 9/16/2020 Work Type: Septic Upgrade Expiration Date: 9/16/2021 Tax Code Number: 07811102000 Site Legal Address: SUN VALLEY BL K 3 LT 7 G:0859 Site Mailing Address: 2974 SUN VALLEY DR, APT ADU, Eagle River Owner: LEBARON BRANDON M & ROSALIE A Lot Size in Sq Ft: 70674 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4 This permit is for the construction of: * Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storagj-. All construction shall be In accordance with: I - The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 andthe 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, seated, and heated to prevent freezing Received BY: Issued By: Date: Date: Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201358, Rebecca Carroll, 09/16/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201358, Rebecca Carroll, 09/16/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201358, Rebecca Carroll, 09/16/20 Municipality of Anchorage Community Development Department Page 1 of 3 Onsite Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsits • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP121281 PID Number: 078-111-02 ®New ❑Upgrade Name: BRANDON LEBARON ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ® Bed ❑ Mound Address: 2720 EAST HAVEN CIRCLE *ANCHORAGE, AK ❑ Other Phone: - No. of Bedrooms: (907) 301-2008 4 Soil Rating: 0.7 GPD/sq. Ft. Total Depth from original grade: 8 MAX n. LEGAL DESCRIPTION Depth to Pipe irwert from original grade: SEE DWG. Ft. Gravel depth beneath pipe: 0.57 Ft. Subdivision: Block: Lot: SUN VALLEY S/D 3 7 Fill added above original grade: SEE DWG. Ft. Gravel length: 54 Ft OWn3 Ip: _ anger ec Ion: _ Gravel width: Beds Number of lines: Distance between linea: 16+ Ft. 3 5 Ft. SEPARATION DISTANCES Septic Absorption Lift Holding public/Private From TO Tank Field Station Tank Sewer Lines Total absorption area: 864 Sr.. Ft. Number of trenches: — Diet. between Uenchee: — Ft Well 100'+ too'+ too'+ — 25'+ TANK ❑ Septic ® S.T. E.P. ElHolding ❑Other Manufacturer: Capacity: Surface water 100'+ 100'+ 100'+ — ANCHORAGE TANK 1500 Gal. Lot Line 5'+ 10'+ 5'+ - N/A Material: STEEL Number of compartments: 2 Foundation 5'+ 10'+ 5'+ - LIFT STATION Curtain Drain NONE KNOWN Manufacturer. capacity: ANCHORAGE TANK 1500 Gal. Remarks: TH EXCAVATED IN BED AND FILLED WITH SAND 'Pump an' level at 42" Pump off" level at: 42° High water olorm at: 46° Pump Make & Model: 20—OSI-05—HHF Electrical Inspections pedm owd It, COMMERCIAL ELECTRIC, INC. (CEI) PIPE MATERIAL House to tank ABS D2661 Tank to D3034 drainfield Installer TEWS EXCAVATION Drainfield SCH40PVC CO MT D3034 CO/MT GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 Ft, Inspection Dates: 1st 6/10/13 2nd 6/15/13 Location and Description: 3rd 6/15/13 4th 6/17/13 TOP OF MANHOLE Community Development Department Approval Conditional approval: Date: ENGINEERS o� 0 � - r �........... ..................0 p....:.. .. ..... ........ D :... p e . arness0 3 O� y; •. E 7 ..• a�O 4kl Procession �" /��.[73 �DateI2- Approved: ` PERMIT NUMBER: PARCEL ID NUMBER: OSP121281 AS-BUILT DRAWING 078-111-02 I NEW + \ \ I � WELL \ I \ + A B FCO7 9.27 - - 11.36 �� •"'.:i'••.. .:i .';�...;. .,., .\ / C`^` FCO2 12.63 29.45 - - \ �---- -- '�.'-...=.'. '. ,... ,,•.` ' C ST1 26.61 55.50 0 gg i \T3 CO ST2 34.41 59.83 - - ��GEG MH 36.39 60.92 - - ���MT \ \\ TH#2 CO7 - 79.49 79.65 - _ •�C �� \ CO2 - 73.56 76.21 CO3 -NEW 67.91 72.66 - 4 BEDROOM \ \ \\ MT1 - 80.35 80.22 - D HOUSE GEG \\ \ \\ MT2 - 67.14 72.19 - FC01 E.R. ENG. TH$1 \ \ T1 C04 - 77.32 51.49 - A +TH#1 \�.� MT2\ i 1 COS - 71.80 45.96 - B 3 02 C06 - 65.74 40.01 - C07 FCO2 MT3 - - 78.12 52.27 - \ MT4 I - 65.051 39.28 - C08 ER ATE C07 1 9.78 47.60 -- E.R. ENG. SITE C08 1 16.68 50.89 - - a ST2 + TH#2 NEW MH DRAINFIELD NEW 1500 S.T.E.P. TANK 1.25" HDPE N S ALE: 1"= 40' oo6�ODOO� oQ���........ Q�P'•.�`rQp GARNESS ENGINEERING GROUP, Ltd. Q* : • 4 H� D CONSULTANTS & GENERAL CONTRACTORS �. ....... .. . ...... ........ . X701 E NOOR ROW), SURE 101 " WlOH WE M 99507 " PHONE (997)]]7-5179 • FWf (90))559-51"5 1 xF M mw.9aawewn9Na g.mm D D PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .1.... •• • ....... O BRANDON LEBARON 301-2008 2 OF 3 ' J' r y A. Garness;' LEGAL DESCRIPTION: DRAWN BY: Q 9• dQ SUN VALLEY; BLOCK 3, LOT 7 PNB �4� E-7 53 ?�a�{3•' ocb v TYPE OF WORK: DATE: pOC Professionoo AS-BUILT DRAWING 7/5/13 D�O000�a PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: - OSP121281 078-111-02 FINAL GRADE = 99.56-100.00 ST1 ST2 MH TOP OF TANK�( - TOP OF TANK AT INLET = 93.19_\ / AT OUTLET = 93.16 VIEW 1500 CALL INVERT OF BUNG I S.T.E.P. TANK AT INLET = 92.68 -INAL GRADE = 110.34+ FABRIC TH#2 TOP OF SAND 103.50 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 92.60 (GROUNDWATER ® 95.60) G/3RNESS ENGINEERING GROUP, Ltd CONSULTANTS 8. GENERAL CONTRACTORS 3]01 E MOOR R00D, SUOE 101 v MIWOW.CE, NC 98507 • rM011E (907)137 -BIM * FM (90))339-02IEN M- t wx arnnfnwi g. PREPARED FOR: PHONE NUMBER: - PAGE NUMBER: BRANDON LEBARON 301-2008 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SUN VALLEY; BLOCK 3, LOT 7 PNB TYPE OF WORK: DATE: PROFILE AS—BUILT DRAWING 7/5/13 ORIGINAL GRADE I = 107.60 RT OF DISTRIBUTION LINE = 104.07 -' BOTTOM OF BED =99.60-100.60 (LIMITED TO REMOVAL OF ORGANICS/FILL) �f. ... ...... .. P .J f essr s ' E-7953 c°�O� 07/05/2013 19:24 9073571598 E&D WATER WELLS PAGE 01/01 L EM & D Waft 3530 West Spence in. AX 9962, (907)373. 1598 Fax; (907) 357.1598 Borough Subdivision Lot Block Suction Q1'KS' Suction Township Meridian Location Sketch -C14740- if.1tM.Af Well Owner 7 Depths Mcusuro'j From: casing Top (iround:surfac, Well Depth: Date Of Completion Depth or 1,juic: lorlbQ Ft. r Borchor4 Dam! Depth MUtcrial'rype From TO Depth urcusins'e6 1— rt. Sr C-/< Depth To Static Water L�l Val: t :s Ft. Below 10 to of Cttsin$ 13 (3 rrnd Surface ?q-4�'z 142 I -Z3 McLhud firorliling: FA. Air .Rotary 0 Ca to E3 0ther; w&r-<Lzx-�, 6-vA--a Vic Use ()I'Wcli:,& Domestic (3: Frripiion Domestic0 t 4onitor (32b op ublic �Sup;p:jy 0 Odicr fj Cminsl-yp.; —9n. to—rt. Well Intake opening I yp,: A d Open Fad Surcenud 0 Poviurdlud a Open Mulc Depths 01' openines: C-0- -71- -1-0; /6 In S:Dvmeqh Sire: Grawl P,,k 'ryp 0%zew- r- volum"U, . d: Depth t7LIZ Grout Type: Lcpth; From Ft. 10-.= DrVcI0PmLMt MdIhMI: Durulion; Pumpin at ft yj'kj- ft-a. Ms. Pwnping- Pump Intake Depth; Ft. lion, WcIJ I)fslnfktcd LN M No CONTRACTOR JNFoRmxnON: Registered Business -4iimo Kerdeda e-1-12 -7/F Signatun: OfAuEhorintion Representative Date 07/09/2013 09:16 3571596 E&D WATER WELLS PAGE 02/02 Pitless Adapter Burial Pitless Adapter Pitless Adapter Installer: Well Disinfected Upon Com Method of Disinfection: G Comments: feet Name: 5 Yes [j No IOl/� 7i'9'�L ETA Pump Installer Name: limm m � � � EA Al € %- D 4 0-41-7 if/Z 604 -Il -5 a coo Attention: The pump instaile shall provide a pump installation log to the DSD within 30 da:yys of pump Development Services Department Building safety Division On -Site Water & Wastewater Program Q'`L=' e` 4700 Elmore Rood ±'.r•., '•i-'. ?fit;'r P.O. Box 196650 MaA�9egich Anchorage, AK 99507 6n I eor Mayor www.muni.ora/onsite f (907) 343-7904 ? ,Bump Installation Log Well Dr[Hin Permit Num g er: SW Date of Issue: Parcel Identification Num er: j Legal Description VA LLEy i Property Owner Name Bc Address:SCAN { I �JW 3 775�p c�i9S� K11 . ;91n87 Pump Installation Date: Ay 90 ` 1,0 j 3 Pump Intake Depth Below Top i of Well Casing: 16feet Pump Manufacturer's Name i .'T��iG(J Z i A r An c Pump Model: Cr ✓ }Zi ' Pump Size hp Pitless Adapter Burial Pitless Adapter Pitless Adapter Installer: Well Disinfected Upon Com Method of Disinfection: G Comments: feet Name: 5 Yes [j No IOl/� 7i'9'�L ETA Pump Installer Name: limm m � � � EA Al € %- D 4 0-41-7 if/Z 604 -Il -5 a coo Attention: The pump instaile shall provide a pump installation log to the DSD within 30 da:yys of pump COMMERCIAL: RESIDENTIAL iNDU51RiAL OFFIGE� FAX. 7/3/13 To all Parties involved, �7f<oL k 3 L -7 Commercial Electric installed a lift station per NEC code a -Sun Valley dr. Eagle River, Alaska 99577. Any questions please contact William Regallo with Commercial Electric (907) 841- 1007. Sincerely, William Regallo Commercial Electric inc. Contractors # 38211 Admin #1904 -3-13 Permit Number: Tax Code Number: On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 OSP121281 07811102000 Work Type: WellSeptic Initial Permit Effective Dates: September 12, 2012 to September 12, 2013 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SUN VALLEY Site Legal Address: SUN VALLEY BLK 3 LT 7 G:0859 Owner/Address: LEBARON BRANDON & ROSALIE 2720 EASTHAVEN CIRCLE ANCHORAGE AK 995086708 Site Mailing Address: Lot Size in Sq Ft: 70674 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. (* Special Provisions: The testhole within the proposed bed will be excavated 6' below the bed and will be filled with compacted MOA approved sand. Received B) Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site SewerfWell Permit Application For A Single Family Dwelling Parcel 1.D. b'? 111-0a: Property owner(s) BRANDON LEBARON Day phone 301-2008 Mailing address NHN SUN VALLEY DRIVE * EAGLE RIVER 99577 Site address NHN SUN VALLEY DRIVE * EAGLE RIVER 99577 Legal description (Sub'd, Block & Lot ) SUN VALLEY S/D; BLOCK 3, LOT 7 Legal description (Township, Section & Range) Lot Size 70; &T -f Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (Z all that apply) Initial Absorption Field ® Upgrade ❑ Septic Tank Renewal ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP. Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: CJ ?00' Waiver Fees: Date of Payment: SIZ I� Date of Payment: Receipt Number:y 7 G Receipt Number: Permit No. 05I0I143tR1 Waiver No. (Rev. 01/11) Eff- ♦ 0 i i #. 1 10 t t. August 27, 2012 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Initial Septic System for Sun Valley S/D; Lot 7, Block 3, To whom it may concern: The referenced property is currently vacant. The proposed 4 bedroom house will be served by a private well and septic system. We are proposing to install a 1500 gallon S.T.E.P. tank and bed type drainfield. Attached are a site plan and a design drawing showing the proposed septic system. Two test holes were excavated on the property by GEG two additional testholes were excavated by Eagle River Engineering. The drainfield will be designed around the 30 foot radius of GEG test hole #2. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography below the drainfield is 1-5% running northeast to southwest. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any Vestions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com September 11, 2012 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Reply to Comment Sheet for Sun Valley S/D; Lot 7, Block 3, To whom it may concern: The testhole which was excavated within the footprint of the proposed bed will be excavated out and will be filled with compacted MOA approved sand. If you have any gAestions, please contact us at 337-6179. Thank you for your assistance. M.S. C a eJD M4 of O.P� 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com \ it \ I \ \\ SUN VALLEY; BLOCK 3, \ \ SUN VALLEY; 1 f I I I I I I I I I I I I \ \ LOT 5 GROUP, Ltd. p * : \ CONSULTANTS & GENERAL CONTRACTORS__. F BLOCK 3, LOT 6 PREPARED FOR: PHONE NUMBER: cs-EPTIC / / ARS PROPO, 1 OF 3e 1 / WELL A. G ness:' w DRAWN BY: J.L.M. mo' 1 � x. LL RADOCK[IUS \ It SUN VALLEY; TRACT D CHUGACH STATE PARK l / I 1 f 1 1 1 f N I SCALE: \\ ® \ I l 1 1 1 SUN VALLEY; BLOCK 2, LOT 6 �O 1 N PROPOSED \\ \\ \\ \ Do 4 BEDROOM I \ \Nm HOUSE \ 1 � SUN VALLEY; BLOCK 3, SUN VALLEY; BLOCK 3, LOT I IC PR TANK ��� i I LOT 8 \ / I \ If I � � I GARNESS ENGINEERING GROUP, Ltd. p * : 4 '. CONSULTANTS & GENERAL CONTRACTORS__. 3NI E. MOOR ROAO. SW 101 • ANCHORAGE, M 99507 • MNE (90)337-6179 • FAX (90))3]8-3'118 • WF89RE: www.9amaa9enyneaM9.com Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••.• .•• ........ ..........• BRANDON LEBARON 301-2008 1 OF 3e OV A. G ness:' LEGAL DESCRIPTION: SUN VALLEY DRAWN BY: J.L.M. 9, CE—I o� �04fa ...s ?i 1Z'��aoG SUBDIVISION; BLOCK 3, LOT 7 4��d'OFofessl00°o0 TYPE OF WORK: DATE: ��Ooo�oo SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEMS 8/27/2012 PRIMARY DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1 - PROPOSED APPLICATION RATE: 0.7 MINIMUM DRAINFIELD SQ.FT.: 858 MAXIMUM EXCAVATION DEPTH: 8 FEET WIDTH: 16 FEET LENGTH: 54 FEET M.O.A. APPROVED SAND FILTER: 3 FEEF EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 864 LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND NEW WELL GEG TH#1 "�-- CONVERT TO 4" AT \ DRAINFIELD \ \ \ \ i . �% MT3° 'CO 0 04 10 10R° TATE ROPOSE DRAINFIEL GARNESS ENGINEERING GROUP, Ltd. p 9 �* _.. CONSULTANTS & GENERAL CONTRACTORS �......... .. .. .... .......... E ND ROA9. SURE 191 • ANCHORAGE, AN 99597 • PHONE (907)3]7-61]9 • FM (907)336-3246 • NEft511E: rrv�A°rnev°°n9inrfing.c°m a EPARED FOR: PHONE NUMBER: PAGE NUMBER: •. •• BRANDON LEBARON 301-2008 2 OF 3aQP •. A. arness: 3AL DESCRIPTION: DRAWN BY: QO s E-7 53 SUN VALLEY S/D; BLOCK 3, LOT 7 J.L.M. ��'P ' L.lb(1.•'' moo IE OF WORK: DATE' REVISED 444�ODf. SWn0\ o DESIGN OF SEPTIC SYSTEM 6/5/2013 PROPOSED 4 BEDROOM HOUSE Top of (bank E.R. ENG. TH 1 FCO ALTERNATE DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 , RO500ED GALLONS PER DAY (GPD): 600 yob° ,yam S.T.E.P. `Ly ST1 ° TANK 1 / PERCOLATION RATE/S: <1 MH PROPOSED APPLICATION RATE: -4.0 MINIMUM DRAINFIELD SQ.FT.: 150 *ADVANCE E.R. ENG TH#2 1.25 HDPE TREATMENT DRAINFIELD DESIGN: R• 1O1 yQ� ,y MAXIMUM DEPTH: 8.5 FEET tiy' WIDTH: 5 FEET LENGTH: 30 FEET Top of M.O.A. APPROVED SAND FILTER: 4 FEET bank °)0 EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 150 Ayy' GEG TH#1 "�-- CONVERT TO 4" AT \ DRAINFIELD \ \ \ \ i . �% MT3° 'CO 0 04 10 10R° TATE ROPOSE DRAINFIEL GARNESS ENGINEERING GROUP, Ltd. p 9 �* _.. CONSULTANTS & GENERAL CONTRACTORS �......... .. .. .... .......... E ND ROA9. SURE 191 • ANCHORAGE, AN 99597 • PHONE (907)3]7-61]9 • FM (907)336-3246 • NEft511E: rrv�A°rnev°°n9inrfing.c°m a EPARED FOR: PHONE NUMBER: PAGE NUMBER: •. •• BRANDON LEBARON 301-2008 2 OF 3aQP •. A. arness: 3AL DESCRIPTION: DRAWN BY: QO s E-7 53 SUN VALLEY S/D; BLOCK 3, LOT 7 J.L.M. ��'P ' L.lb(1.•'' moo IE OF WORK: DATE' REVISED 444�ODf. SWn0\ o DESIGN OF SEPTIC SYSTEM 6/5/2013 MONITORING TUBE 1.25" PRESSURIZED LINE — — — — — — — — — =4CLEANOUT I I Ip L- -------- 4" CLEANOUT � ..4 FEET C o -11�`L ROM 1500 SETPIC TANK - - - - - - - - - - - MONITORING TUBE CONNECT TO 4" -- \ -1 1 o l 4" CLEANOUT- I 5ET nU-1-116 5 FEET I 1 GARNESS ENGINEERING GROUP, Ltd. p; , CONSULTANTS & GENERAL CONTRACTORS �...... 3701 E 1000R ROAD, SURE 101 ANCHORAGE, M 05507 PHONE (90)137-8179 • FM (007)338-3146 08On. �.n9mneuegineart69.can a PREPARED FOR: PHONE NUMBER:......PAGE NUMBER: BRANDON LEBARON 301-2008 3 OF 3 Opp LEGAL DESCRIPTION: DRAWNBY: 109 SUN VALLEY S/D; BLOCK 3, LOT 7 J.L.M. D 4 TYPE OF WORK: DATE REVISED DETAIL OF PROPOSED SEPTIC SYSTEM 6/5/2013 Al 3 FEET �E1791, �oOF �OOpo GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS� : T 3701 E. MOOR ROPD, SOME 101 • MICHCRAGE. M. 99PA7 ' PHONE: (907)337-8179 •FAX: (907)338248 • WEB311E: 9amaeaen9irwering. SOIL LOG - PERCOLATION TEST .... LEGAL DESCRIPTION: SUN VALLEY S D; BLOCK 3, LOT 7 -)3 e f y . Hess: PERFORMED FOR: BRANDON LEBARON DATE: 6 10 2012 9sa CE -79 3 ;vp DEPTH –aP� (feet) ___ TEST HOLE #1 p�400 sio SOIL CLASSIFICATIONS GW ORG GP ML GM CL 4 ORGANICS GC OL N MIXED W/ SW MH 5 GRAVEL '::`.: SP CH SIM ' ,' OH 6 – SC SEE ATTACHED SITE PLAN 7ZZ Z g c==c DEPTH TO DATE 9 R 10— (" = 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 12 "�5== GP W/ SOME ML 13 +' B.O.H. 16 17 18 19 PERCOLATION RATE N/A (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN N/A FT. AND N/A F T. J,D 20 A FOUR HOUR PRESOAK WAS PERFORMED: �S ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: N/A COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: g 7 GROUNDWATER WEEPS ® 13' 8/10/12 11.5 8/17/12 GARNESS ENGINEERING GROUP Ltd. CONSF3LTANTS & GENERAL CONTRACTORS' 3701 E NOOK ROAD, SURE 101 a ANCNORAOE, M. W507 • PHONE: (907)337-81]9 • FAX: 907)335-3418 a WE M: 9ememen9lneerin9.com --7....... • � • � � • � • • � � � � � � � � """"' SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SUN VALLEY S D; BLOCK 3, LOT 7 fr y rness, PERFORMED FOR: BRANDON LEBARON DATE: 8/110,2012 "sse CE— 795 �x®� DEPTH ^e �Y'F• 1`l�,0°+0 (feei t ro f e s s"%0 OQOa p TEST HOLE 2 4p0000�� L 4 F E 7 8 9 10 11 12 13 14 15 16 17 18 GP W/ SOME ML PC CK,�/ Lf-A-)SE.d DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS 8/10/12 12' ORGANICS MIXED W/ t�;,F.dlz GW ORG GRAVEL 1 )w°!, GP ML ABSORBED 6" OF WATER IN < 1.5 MINUTES 3 TIMES GM CL GC OL °o o°• o SW MH ': �'• : SP CH SM i i OH SC GP W/ SOME ML PC CK,�/ Lf-A-)SE.d DEPTH TO GROUNDWATER DATE WEEPS ® 13' 8/10/12 12' 8/17/12 SEE ATTACHED SITE PLAN ®I t" =too' DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) ABSORBED 6" OF WATER IN < 1.5 MINUTES 3 TIMES 19 PERCOLATION RATE <1 (MIN./INCH) FERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 27 12 {{r Altmicipahty, ofAnehorage =�•°' °°•�e 1'.O. lkn 1!XXi50 • :lnchomgc, Mnskn fMJ.il9-fili50 • Tclglhonc ('J07) 343&i(11 •Fns (fX)7) 343-82(X) s • s \ r . 47(X) nmgn\r Strcct • Anchuntgc, :Unska W1707 \\1\1\'.111t1111.OM Mayor Jlark Begich Bttilding Safety Division July 13, 2005 Kaanda LLC 2431 W. 100'" Ave Anchorage, AK 99515-2213 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040355 Legal Description: Sun Valley Block 3 Lot 7 Dear Kaanda LLC: An On -Site Water/Wastewater Permit, number S W040355, issued by this office for a single-family system, will expire on August 23, 2004. The permit is valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, 56�- / Z7 Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Conununit.y, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW0403SS Date Issued: Aug 23, 2004 Expiration Date: Aug 23, 2005 Parcel ID: 078-111-02 Legal Description: ;SUN VALLEY SUBDIVISION BLOCK 3 LOT 7 Design Engineer: 0848 Eagle River Engineering Services Site Address: NHN SUN VALLEY DRIVE Owner Name: JOHN & MICHELLE BARTHOLOMEW Lot Size: 70674 SO. FT. Owner Address: NHN SUN VALLEY DRIVE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE. AK 99507 - This permit is for the construction of: ❑✓ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Issued By. (i(i" Date: " X36_ 09/03/03 11:27 FAX 9073438437 IIOA LAND•USE ENFORCEMENT Municipality of Anchorage Development Services. Department Building Safety Diviion onsite Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage:ak.us (907) 343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING lZ001 Parcel I.D. 0.1 b 1110 ZeoD 1 & Permit Number SW Property owner(s)_ Sm.+� r• eve _.E rirmso:atk/ Day phone Mailing address (1) Szsi 'A/Y qg address (2) 1\1 Y Zip Code 179�5_� Legal description (Lot, Block & SuVd.) Legal description (Section, Township & Range) HBc Lot Size ltir tcq4 Acres/Sq.FL Number of Bedrooms 7 THIS APPLICATION IS FOR: Sewer Only ❑ 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 FamiX Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: yG e Date of Payment o 7° o Receipt Number. S-713 (Rev. 12100) rt -)M Wm1wr Fees: • �� r Date of Payment: g�Zv�lhf Receipt Number 573�' / o Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Road Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax August 20, 2004 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Sun Valley Block 3 Lot 7 Narrative & Permit Application Dear Mr. Roth: The proposed well and septic permit will have very limited impact on adjacent properties for the following reasons: 1. This permit is for a new well and septic system. 2. Immediate neighboring septic systems are all +100' distance from proposed well location, and wells are all located +100' from the designed septic location. 3. Drainage will not be affected and is not a major consideration in our design. 4. Impact on reserve areas will be minimal, as lot sizes are large, leaving sufficient room for primary and reserve leachfield sites. This is a new well and septic plan for an undeveloped lot. The homeowner wishes to construct a 3 bedroom house and then remodel it in the future to accommodate 5 bedrooms. Septic system has been designed for 5 bedrooms. Due to the terrain and groundwater constraints on this lot, we are requesting that the end of the reserve leachfield drainfield be constructed at 35' from a slope in excess of 25%. This slope is heavily vegetated, with a good topsoil cover, which would likely prevent effluent from daylighting along this slope. This work will not affect the reserve area 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\04-085 S EPTI CNARRATI V E. DOC 1. LEGEND: __ - 100' WELL RADIUS ®__-- TEST HOLE • - MONITOR TUBE 0 - SEWER CLEAN OUT 4 - WELL -- EASEMENT _...-- PROPOSED LEACH FIELD D - DRIVEWAY N W UNDF,VELOPED ON VALLETEIRIVE 51'69' W 198.65' io• Utvrr ESUNT. -. ;&4, AN ti� �1A V1 J• � 0. cooA, ryM �AF��t' • �./ v �J o "stn 2 T0J) iJ*?SK WELL/SEPTIC SITE PLAN LEGAL: SUN VALLEY BLK 3, LOT 7 OWNER: JOHN BARTHOLOMEW CONTRACTOR: N A JOB 04-085 1 DATE: 08/18/04 1 SCALE 1"=60 EACLE RIVER ENCINEERINC SERVICES 10421 VFW RD. SUITE 201. EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3295 NOTES: 1. NO KNOWN CURTAIN GRAINS 2. NO KNOWN SURFACE H2O F OF * � ,0 .CHRISTOPHER R. WOOD. CE -10387 I.'OFa+►L Essl�*� 4 FIELD CROSS SECTION SUN VALLEY BLK 3, LOT 7 ORIGINAL = GRADE 2" INSULATION PVC 1" LEACH - PIPES SLOPE TO DRAIN ' 12% 2' MIN. COVER 1' 2-TYPAR FABRIC 3 3.5' MAX DEPTH 1.5' 1 Z' 5' 8' 9' 10' 11' 12' '� 9.5' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 04-085 Calculated By: CW Date: 08/17/2004 Legal: Sun Valley Lot 7 Block 3 Single Family 5 Bedroom Dwelling TEST HOLE 1 & 2 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) = Gravel depth (D) = 750 gallons 3 minutes per inch 1.2 gallons per day per square foot 625 square feet 5 feet 1 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.88 Total Excavation Depth = 3.5 feet Required length = 109 feet 04-085 drainrieldCalc.xis 5:33 PM08/17/2004 Municipality of Anchorage Development Services Department Bu9ding Safety DNision • Yt On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Boz 196650 Anchorage, AK 99519-6650 www.d.anchoraoe.ph us (907) 343.7904 Soils Log -Percolation Test. Performed For. —Tett ZIAtT14,-0,,,,,;,—erJ Dale Performed: Legal Description: Jdd L%1e � /. y L I Township, Range, Section: _ 77/3 .e/ A�/ s/.>c y -TH- I Depth (Feet) t^^^ DIry 4A, Cc 1- tiw 2- 3 _. 14- 14- 15- 15- a J �V _ rAn/ 1n��v�c��nWt ('rry •� Gross Time WAS GROUND WATER 1 Net Drop ENCOUNTERED? t G 5 a IF YES. ATWHAT DEPTH? // L Depth to Water Agar 0 1 , � MWItortrg7 /1 S P E Date:- COMMENTS COMMENTS Tigre" e•.r tH iNr ra-,,ree r rlan Reading Date Gross Time Net ran* Depth to Water Net Drop , 1149 r /cr y PER= •\v\u ns _ _..___... .. , p....,,..,.�.1 rent; HOLE DIAMETER r -• TEST RUN BETWEEN SFT AND :�r— FT PERFORMED BY: 141P iO IAPT P! G f/ I C N&L§ L f tlO Ij CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: • +1 Municipality of Anchorage Development Services Department Building Safety n On -Silo Water and Wastewater �. ► ' y.* Program 4665AnSouth rage. SL �q� COMOTOPHERR.WOOD P.O. Box 196650 Mchonge, AK 99519E650 cp �• f www.d.anchoraae ek us �» CE: (907) 343-7904 . �. Soils Log - Percolation Test .E....I Performed For. To 11 Tj •a n YH ,Lo r`+r r✓ Date Performed: zr - Legal Description: _ w,y (/A 1- ! •/ fi M A 'Z Township, Range. Section: / _ 7-3 ,r/ j- Sknm Sit. Plan 1N -1 I Depth �C, r / ij06•%J 17- 18- 19- 20- f 1, �'.4vo /-�FAvrc w/ vrr - a, f �OrrDM eR rH SAX' �P+sU re- 14. rNe 0 WAS GROUND WATER ENCOUNTERED? Np a IFYES.ATWIIATDEPTH'r "',.•4 L Depth to Water After 0 Monitoring? E Date { 0 Reading Date Gross Time Net Time Depth to Water Net Drop ' S' i'l/oe lfblp0 — •u � SCOT �t/o _ -- I !7! 114) ie /!• ''/n.' a r' � C „ r v :. . 'A' e� PFPrnl ANY PATO �r r- - - - — ----• , rcn,. Hutt uWMttER �" COMMENTS TEST RUN BETWEEN t Fr AND T PERFORMED BY: efj?P eb(4k%R1ln Jir i _ca 1'.m w(pojl CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Q, / 7 /o y N N r Joe;'(HUl) POOH olweuAa Ielol 1. 0 A vi LM R L 0 0 0 O 11 INN III _ 6 [ R N N r Joe;'(HUl) POOH olweuAa Ielol 1. 0 A vi LM R L 0 0 0 O 11 INN III N N r Joe;'(HUl) POOH olweuAa Ielol 1. 0 A vi LM R L 0 0 0 O Municipality of Anchorage ., On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 078-111-02 Expiration Date: 1. GENERAL INFORMATION Complete legal description SUN VALLEY S/D; BLOCK 3, LOT 7 Location (site address) J1�' SUN VALLEY DRIVE *EAGLE RIVER, AK 99577 Current Property owner(s) Mailing address Real Estate Agent BRANDON LEBARON Day phone 2720 EAST HAVEN CIRCLE *ANCHORAGE, AK 2. TYPE OF DWELLING: M Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: Day phone 301-2008 TYPE OF WASTEWATER DISPOSAL: Individual Well E Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ Received by IDate: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ S 30)— ewsk Date of Payment �I \ 2 Receipt Number COSA # OSc i 3l 3�5 Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seat 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. t 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 GARNESS ENGINEERING GROUP, Ltd Address 3701 E�. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, UD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for 4- bedrooms. System #2 Approved for bedrooms. Disapproved. Phone 337-6179 Date %Ila�t3 9o�op0 4 ooP�� OF q`s44o .. r...... T........... �*.G 000 .... ....:....� J f G ness: E-7 53 m 00 s c0 A9• m Conditional approval for bedrooms, with the following stipulations: OFAIV4 6-,,r '%� ON-SITE WATER AND WASTEWATER o^ PROGRAM Original Certificate Date: —7— / 2_—/7 The ftbnici(alit� o horage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: t COSA Checklist Septic System Advisory Well Flow Advisory (R.e 11/05) Nitrate, Advisory Arsenic Advisory Other ~ If more than 7 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: SUN VALLEY S/D; BLOCK 3, LOT 7 Parcel ID: 078-111-02 A. WELL DATA Well type PRIVATE If A, B. or C provide PWSID# N/A Well Log (YIN) YES Date completed 4/17/13 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 106 ft. Cased to 105 ft. Casing height (above ground) 24+ in. FROM WELL LOG AT INSPECTION Date of test 4/17/13 7/2/13 Static water level 29 ft. 24 ft. Well production 8 g.p.m. 6.64 —g -p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0 -197 mg./L. Collected by: GEG. Ltd. Arsenic: IVD ug./L. Date of sample: 7/2/13 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Tank size 1500 gal. Number of Compartments E Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping NEW Pumper C. ABSORPTION FIELD DATA *BELOW FINAL GRADE Date installed 6/10-17/1s Soil rating (g.p.d./ft2or /bdrm 0.7 System type BED Length 54 ft. Width 16 ft. Gravel below pipe 54 ft. Total depth *6.84+ ft. Eff. absorption area 864 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date Date installed 6/10-17/13 Cleanouts (Y/N) YES High water alarm (Y/N) YES D. LIFT STATION Date installed 6/10-17/13 Size in gallons 1500 Manhole/Access (YIN) YES "Pump on" level at 42 in. "Pump oft" level at 42 in. High water alarm level at 46 in. Datum BOTTOM OF TANK Cycles tested NEW Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100' Public sewer main — N/A Sewer /septic service line 25'+ Public sewer manhole/cleanout N/A Holding tank Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main_ N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I car* that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSH guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 7 I D /13 (Rev. 11/05) .... . ........ 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Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 ------ --- -- Department Development Services Division On -Site Water and Wastewater Program **** VARIANCEIWAIVER REVIEW **** Waiver#: osp131190 COSA#: osc131325 PID#: 078-111-02 Legal Description: Sun Valley B-3 L-7 Engineer: Garness Engineering Group Applicant: Brandon Lebaron Permit#: osp121281 Your request for a waiver of the required 15 feet width of the absorption bed has been approved. The approved separation distance is 16 feet. Any future upgrade to the on-site wastewater disposal system will require all distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. .......................................................................... 8.... Waiver is Granted: X Waiver is not Granted: Date: - y ' �S Approved by: s fewer ....................... 0.......... a........• ... . ....................... z Rec#: 163925 Amount: $200 Date Paid: 6-6-13 **** VARIANCEIWAIVER REVIEW ****