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Home My WebLink AboutVIEWPOINT SOUTH TR A-3#020-281-49 a,Ho"""`"r 0, MUNICIPALITY OF ANCHORAGE ,,,.,, „r jhr On-Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.org/onsite On-Site Wastewater Disposal System Permit Permit Number: OSP171071 Effective Date: 5/31/2017 Work Type: Septic Initial Expiration Date: 5/31/2018 Tax Code Number: 02028149000 Site Legal Address: VIEWPOINT SOUTH TR A-3 G:3638 Site Mailing Address: 5910 ENGLAND AVE, Anchorage Owner: BERGT NEIL G Lot Size in Sq Ft: 106199 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: E✓( Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy IJ 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 Special Provisions: The Engineer needs to do an additional percolation test prior to construction of the septic field. Please submit stamped and signed results with the As-built Inspection Report. If the results require a design change, construction of the system will stop pending On-Site review and approval. 0!I Received By: ( fir. ,► Date: 9/-N5// ' Issued By: / ,14 /110-r �,., i/ Date: .5/31// 7 MUNICIPALITY OF ANCHORAGE Community Development Department , Phone: 907-343-7904 Development Services Division - Fax: 907-343-7997 On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-281-49 Property owner(s) Neil Bergt Day phone Mailing address 2330 Belmont Dr., Anchorage, AK 99517 Site address 5910 England Avenue Legal description (Sub'd., Block & Lot) Viewpoint South, Tract A-3 Legal description (Township, Range & Section) Lot Size 106,199 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial Single Family (SF) 0 (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: --$ Uf Waiver Fees: Date of Payment: 5/611 Date of Payment: Receipt Number: 6)-317(1C, Receipt Number: Permit No. (3SP/q' 1 0 i Waiver No. Permit App__- :...,c Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com May 4, 2017 Subject: Viewpoint South, Tract A-3 Well and Septic System Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The system will utilize a new 1250g septic tank and a drain field. This lot and the surrounding developed lots are served by private wells. There are no wells within 100' of the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by PES in April 2017, and groundwater was monitored for at least seven days. Ground water was not observed to a depth of 18.5' below the surface in the test hole monitor tube in May of 2017. Bedrock was not encountered in the test hole to 18.5'. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallons/day/square was used for a conventional system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water:There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography on the lot generally slopes from east to west, with a slope of approximately 15% in the area of the drain field. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 t� LOT VACANT 1 i EXISTING ■ NO WELLS OR SEPTICS SEPTIC I � z Z 10%-15% ENGLAND AVENUE • . \ 10 T&E EASEMENT �0 y, 33' SECTION LINE EASEMENT 11 PRIMARY/RESERVE DRAINFIELD (P) II n 1 ,2508 SEPTIC TANK (P) 5OLF x 3'W x 8'ED x 12'TD N INSTALL FC AND DCO WITH MT AND CO ON EACH END j ii `1 120% �-�° • TH-1 v. 1 J 4BR (f , HOUSE O • 16.0 0 (P) M 51.3 10%---15% tts . , Cf) WATER 2l TANK • / NI ±3:1 CUT SLOPE FOR • Q,°10 \el ROAD >50' FROM SEPTIC '5� • { • Nj LOT VACANT NEW WELL NO WELLS OR SEPTICS 1 I (6' NN'aFP , N / ` DESIGN PARAMETERS \ AO (i) NO. BEDROOM:4V(600 SEgp jIC SYSTEM /y LqC�� N o TANK SIZE: 1,250g N.d) / PERC RATE: 8.7 MPI II'! q0 N SOIL RATING: 0.8 GPD/SF AREA ROD: 750 SF W..-____W___.....- 44 Qc, SYS. TYPE: DEEP TRENCH 8.0'ED MIN LENGTH: 47 LF USED: / & N. LFx3.0'Wx8.0' E.D., 12.0' TD .N.N.TOTAL AREA: 800 SF NOTES: PANNONE ENG SVC, LLC .„,...........wk,../ ki Dote�2a, FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 �,�Q'�••' ,��'•f-ls+ Scale 1 PHONE (907) 272-8218 FAX (907) 272-8211 �Co: `)� y DRAWN BY: 0*: 1,_!.4, TH � % .*00 1"=50' DRM ie•••• ."V.. ... 0 P.I.D. NO VIEWPOINT SOUTH, TRACT A-3 , St n F . Pannone 0 020-281-49 JOHN HAGMEIER / HAGMEIER HOMES HERMIT NO ra• CE 8149 . ., OSP171071 5910 ENGLAND AVENUE �� s�, �� PLAN ANCHORAGE, AK 99516 'ON- p\,4� Sheet ,`A\\1 1 OF 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW SEPTIC TANK, SOIL ABSORPTION SYSTEM, AND WELL. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 18.5 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18.5 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL ROM. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. O. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 1. HE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: . TITLE: DATE: ABBREVIATIONS W WATER LINE/ TH TEST HOLE WELL RADIUS (P) PROPOSED (E) EXISTING SS NEW SEPTIC CO CLEAN OUT NO. MT MONITOR TUBE NO. Tj�+ LLC TYP TYPICAL NOTES: PANNONE ENG SVC, LLC OF q, Date FOR CONSTRUCTION L:1 � 0 5/17/2017 P.O. BOX 100217 ANCHORAGE, AK 99510 A,`Q'-• � Scale PHONE (907) 272-8218 FAX (907) 272-8211 meg, y 1 DRAWN BY: %*: fa *100 NTS ORM 00 ....M' .... . •••• P.I.D. NO VIEWPOINT SOUTH, TRACT A-3 �� 010-281-49 r Steven Pannone JOHN HAGMEIER / HAGMEIER HOMES � PERMIT NO. CE 8149 •A j OSP171071 5910 ENGLAND AVENUE ti�b qs•. • DESIGN DETAILS ANCHORAGE, AK 99516 11\1 F••••S•I � Sheet 3 v‘‘'‘'W SOILS LOG - PERCOLATION TEST TEST HOLE 1 SLOPE - -SITE PLAN ORGANICS/ TO 1 OR]OL .,_____.:_.1.___-7.5%. ; j I ORGANIC SILTS 2 3 4 t2090 41, 5 4BR 6 \ TH , Ci HOUSE 7 C (P) M . 15 8 — 109; Ss GM GRAY SILTY ' GRAVEL -N\ 4.- 10 11 / Nit____7\/:. . Vi- WAS GROUND WATER SLOPE 14 ENCOUNTERED? N 15 IFYESAT WHAT TH DEPTH? -DRY 16 x 17 DEPTH TO WATER AFTER MONITORING? -DRY 18 DATE: 5/3117 BOH WATER 19 READING DATE WATER NET TIME LEVEL NET DROP READING DATE PERFORMED:4/26117 1 4/26/17 9:25 --- 6.92 --- 2 9:55 30 MIN 10.88 3.96 3 9:55 --- 6.92 --- 4 10:25 30 MIN 10.37 3.45 5 10:25 --- 6.92 --- 6 10:55 30 MIN 10.46 3.54 PEROLATION RATE 8.7(min/inch)PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 4 FT AND 5 FT COMMENTS:Test hole excavated by HAGMEIER HOMES PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, LLC —�,,,......._-...-wok. pF AC �l Date ;7 2017 FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, A99510 S,,• ..•'• ''•qS hi PHONE (907) 272-8218 FAX (907) 272-8211 ico,. ��- ' y++ Scale DRAWN BY: -- %*:'49 j- ,j" ,• NTS DRMIlA �� k''' P.I.D. NO VIEWPOINT SOUTH, TRACT A-3 I •- 81-49 JOHN HAGMEIER / HAGMEIER HOMES S't'e've'n.V 15annorae' PERMIT NO. r ... CE 8149 .4,7;.`%.:' OSP171071 5910 ENGLAND AVENUE �� s SOILS LOG ANCHORAGE, AK 99516 kk%.. —� Sheet OF 3 \�xv O w C) W w (i ,t f ?io' / �� ti �Nd9'74IT"E 1arE l SsY.I — E w/THRUST ENGLA,UDhM1µa'i�(ihe) < STA. 1 f ]Y 41 Z4 (A") 1145 DEC," MADE AWARE OF , 5•A3.h, 12" PLUG 1 i % 15 14 _I IYY I Z% 12'. 12'rTEE .1 THRUST BLOCK •� F I STA.0+4 • STA. 0-30 13wGf E lo' m to .o _ 1 O w C) W w (i ,t f ?io' / 90 -BEND BLOCK 40JACEN! PROPERTY IS w/THRUST BY THE EXCAVAFJON. THE I STA. 1 f ]Y 41 Z4 (A") 1145 DEC," MADE AWARE OF , 5•A3.h, 12" PLUG 1 i % FUTURE CONST. I 7 • L� _I IYY I 0i •� F I 13wGf __�N69°54'1]"E-29LE� ° �p EL.EC' I I' 19' SAN. SEVIER ES,r, i. 3c' hi—Tgg6))j2`a_rm• 1 0.lk —1�—�— CLEARVK6 LIMITS 20 OO ii 5.43^F1 _ 1114 GENU f`1} WIDE vYT111N HE 5SMT. Sao IVF —j �. J w/TIGtUg51 UWCK REOUEi a5 CONTRACTOR 1 STA. 1+1 m I REQUESTS. SEE(TRENCH SECTION \ TIII SHEET - \ " I 121-8 BV B :'9 r SOB -20-00"E I 1 /�LF. ` CONNECT TO REDUCER B)_ PUMP HOUSE _ f ! �' 1 STA.5tEB 5t2 �A56l ( I y _ EE DETAIL, SHEET CS CF f,6f CONNECT TO UNOERGfl 0UN0 ~~YSHG$Y AS (A5(S) i RESERVOIR -SEE DETAIL, 4 5 H E E T 63 OF Celi' S OS" 20' 00"E-- _ I_ 19SA.5\9 �'��IR L.F. EEE (150,000 GAL.) SDETAIL / ff SEE OET.11 L, OF C6 SHEET C3 5 C« �', (Q 12•I!ISTING�� I I + 'CCUPING TC TE CAT11001C PROTECTION, SEE SHEET CS 1 -ecu' N4 In15 fP'L 4f=O� _ J_ ~ NePoO P HoNse- x rAG-de „PCf) iiilJ +ilj\}..1 L 1 SERE E SHEET C3 FDR ORADIt�G 18 DRAINAGE OPO NOTE: COtITRACTOR SHALL MAINTAIN WITHIN ALL EXISTING ROADWA' PAYMENT SHALL BE INCIDENTA CONTRACT.