The URL can be used to link to this page

Home My WebLink AboutHILLSIDE NORTH #6 BLK 2 LT 4Hillside North #6 Block 2 Lot 4 #041-033-03 MOA has confirmed that the on-site systems have not been installed. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 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: SW070075 Date Issued: May 24, 2007 Expiration Date: May 23, 2008 Parcel ID: 041-033-03 Legal Description: HILLSIDE NORTH #6 BLOCK 2 LOT 4 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: NHN MIDDLEROCK ROAD Owner Name: STEVE & SANDI MIEROP Lot Size: 101494 SO. FT. Owner Address: 3819 HAMPTON DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99504 - This permit is for the construction of: E Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑� Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Issued By. 1 N \ Date: a Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0q - 0 33 - O_-.� Property owner(s)_Steve & Sandi Mierop Day phone 360.3916 Mailing address3819 Hampton Drive, Zip Code 99504 Site address NHN Middlerock Road Zip Code 99503 Legal description (Sub'd., Block & Lot) Hillside North, No 6, Block 2, Lot 4 Legal description (Township, Range & Section) Lot Size 101.494 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 19 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms 4 3• aI THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ❑ 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. Pannone (Signature of property owner or authorized agent) Permit/Rush Fees:/!7' / JS' Waiver Fees: Date of Payment: n5/1(o! Di Date of Payment: Receipt Number: 1 Jr� t/o Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8211 Fax May 22, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Hillside North, No. 6, Lot 4, Block 2 Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request that a permit to install a new well and septic system be issued for this lot. The proposed systems will serve a new four-bedroom house. Currently the lot is undeveloped. The surrounding lots are served by private water systems and are over 100 feet from the proposed soil absorption system. The new well will be located in the northern portion of the lot, greater than 100 feet from the proposed system and from the neighboring septic systems. 1. Soils. The soils were investigated during the subdivision process and are on file with your department. Ground water was verified this spring. No ground water was monitored in the test holes. Bedrock was not encountered in the test hole to a depth of 15. The native soils have sufficient sand component as not to require a two foot (2') sand filter. It is my opinion that the overall soils appearance of the soils, an application rate of 1.0 gallons/day/square feet should be used using a standard treatment system. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: I. Effective Absorption Area: m. Septic Tank Size: 0.5 Min Per Inch 1.0 gpdpsf 4 600 gallons per day 600 sf 9 feet 6.0 feet 2.5 feet 0.00 50 feet 50 feet 600 sf 1250 gallon Page I of 2 Page 2 of 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: Lot 4 slopes to the southeast at approximately 10 percent based on 1997 mapping in the area for the proposed septic system. The proposed installation will be located in the southern portion of the lot, greater than 50 feet from slopes greater than 25%. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: C:\Work\Letters\4-2 Hill Side North No2.001.doc IiJJJ � UNDE E LO,P ED LbT-1 ,UNDER OEV C EXIST QLOPMENT WE LIOR SPETIC ON LOT, / ED LOT IS DEVELOPED. 1140 RECORD EXIST OF INSTALLED WELL'OR SPETIC ON LOT �} ROPOSED WELL 7P PO ED V / HOUSE, i z �Q- Ov O ))111 0 PERMITTED SEP,T G CqT NF / S �� JECT �� PR OPOSED EPTIC / YSTEM IsrG� ELL s E7 'ISSUED F1 R CONSTRUCTION W2/07 EXIST'G \\ \ ` \ 11, � v EPTIC sOFgtjtwPANNONE ENGINEERING SVC LLC REVISED Dote t "' qS �) P.O. BOX 101954 ANCHORAGE, AK 99510 5/19/07 �yll� PHONE (907) 272-8218 FAX (907) 272-8211 scale *r 49 T ::* / 1•=100' Lot 4, Block 2 Hillside North No. 6 P.I.D. NO / Stephen & Sandra Mierop 41-033-0 Steven R. Fanrone � �1 9,.••.• CE 6149 3819 Hampton Drive PERMIT NO. FgEO •?R2ro7,.• .� Anchorage, AK 99504 swo7..xx (907) 360-3916 PIAN Me 112509 :TANK CO's 5 VALVE TO 2:1 OF * . 4 TH N.'L. Ste.. Vannone... sFr• CE ♦' i 1 /sf •. 5-22-07 F 1'CU WATER SERVICE LINE P / 157.7 I I PRIMARY NFIELD W 2TRENCH 25LF / —2.5W, BED 77D / 5. 5' .� RESERVE DRAIN FIELD a 2TRENCHES 25V EACH / 5. RESERVE 2.5W,CEO.WTp / U / / 12.4 51.5 HLTH 4 984\ 109.2 Totj C42! TI0111;5/22/07'� PANNONE ENGINEERING SVC LLC REVISED Date NI P.O. BOX 102954 ANCHORAGE, AK 99510 1 5/19/07 PHONE (907) 272-8218 FAX (907) 272-8211 Scale 1'-60' Lot 4, Block 2 Hillside North No. 6 P.I.D. NO Stephen & Sandra Mierop 41-033-0 3819 Hampton Drive PERMIT NO. Anchorage, AK 99504 DESIGN swet x ■ (907) 360-3916 LAN sheet z or 6 `m m z E 3nnvn n31aI,uG a a Ino NY313 31ano0 a R ln0 NV313 1110 HV317EL ZLLI 1110 NVd1ONalwNno3 ISSUED FOR CONSTRUCTION 5/22/07 PANNONE ENGINEERING SVC, LLC REVISED Dote OF A�gS,'1�1 P.O. 80X 102954 ANCHORAGE, AK 99510 5/19/0 PHONE (907) 272-8218 FAX (907) 272-8211 Scole NTS Lot 4, Block 2 Hillside North No. 6 P.I.D. NO • Steven R. Pannone j Stephen & Sandra Mierop 41-033-0 CE 8149 3819 Hampton Drive PERMIT NO. 04"1,,% 522-07 • • ' � Anchorage, AK 99504 swo7.■.x �IAFOpROFEssio � = (907) 360-3916 DESIGN Sheet \\ DETAILS 3 of 6 Ino NV= ON3 HOV31V Maul a0LNOW C ac B n£ 'o a a o i r•c`;�' A.: r 9:1.7f1J:1: r in �, •_ = E > z LLI O 1:1:7:J:. r GNI HOV3IV .`. LL ', ','• 1; J:7:T•1:l:f. (� 3MI aOLNOW F W Ino NY310 w U) NMs `m m z E 3nnvn n31aI,uG a a Ino NY313 31ano0 a R ln0 NV313 1110 HV317EL ZLLI 1110 NVd1ONalwNno3 ISSUED FOR CONSTRUCTION 5/22/07 PANNONE ENGINEERING SVC, LLC REVISED Dote OF A�gS,'1�1 P.O. 80X 102954 ANCHORAGE, AK 99510 5/19/0 PHONE (907) 272-8218 FAX (907) 272-8211 Scole NTS Lot 4, Block 2 Hillside North No. 6 P.I.D. NO • Steven R. Pannone j Stephen & Sandra Mierop 41-033-0 CE 8149 3819 Hampton Drive PERMIT NO. 04"1,,% 522-07 • • ' � Anchorage, AK 99504 swo7.■.x �IAFOpROFEssio � = (907) 360-3916 DESIGN Sheet \\ DETAILS 3 of 6 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. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 4 -BEDROOM HOUSE, NEW TANK (1,250 GALLONS), NEW DRAIN FIELD (50LFx2'WIDEx6'EEFFECTIVE DEPTH, 9' TOTAL DEPTH). INSTALL BOTH THE PRIMARY & RESERVE FIELD. INSTALL BALL -TYPE DIVERTER VALVE BETWEEN THE TWO FIELDS. 4. CONTOUR INTERVAL IS FOUR (4) FOOT AND IS BASED ON 1997 MAPPING. 5. GROUNDWATER IS NOT EXPECED TO BE ENCOUNTREO DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 14 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. DESIGN PARAMETERS. NO. BEDROOM: 4 TANK SIZE: 1,250 gallon PERC. RATE: 0.5 MPI SOIL RATING: 1.0 gpd/SF APPLICATION RATE: 150 SF/BR AREA ROD: 600 SF SYS. TYPE: DEEP TRENCH, 6' ED MIN LENGTH: 50 LF IdL. 5OLFx2'WIDE, VIED, 10' TD TOTAL AREA: 600 SF ABBREVIATIONS Cu COPPER DIP DUCTILE IRON PIPE TH TEST HOLE CO CLEAN-OUT FC FOUNDATION CLEAN-OUT T# TANK CLEAN-OUT NO. CN CLEAN-OUT NO. M# MONITOR TUBE NO. LEGEND —w —w — 100' WELL RADIUS CREEK/DRAINAGE - - - - - - - SETBACK'S —"-6e— SEPTIC - EXIST'G —"'—"e— SEPTIC - NEW ISSUED FOR CONSTRUCTION 5122/07 -��OFA�qS�\� PANNONE ENGINEERING SVC, LLC P�� k( Gj'�.•'• P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Lot 4, Block 2 Hillside North No. 6 • • SlevenRPAn'one •."'/ Stephen & Sandra Mierop 8149 '111Ff,�p... 3819 Hampton Drive 80. Anchorage, AK 99504 __ (907)360-3916 5/19/07 Scale NTS P.I.D. NO 41-033-1 PERMIT NC SW07xxxx DESIGN Sheet NOTES 4 or 6 PEmmnMEO LEGAL t ✓� 2 ✓/ 3 /✓ 4 •b 5 .Ot 6 • . c 9. O•e e to- 12 - 13 U1213 15 ; 14 O 15 16 17 18 19 20 COMMENTS Munlclpalily of Anchorage DEPARTMENT OF IlEALTH 3 HUMAN SERVICES 825 -L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST I 2 c2EwtD LST 4 OILLS'DIL Ne41T1 Soo v: A00itlor• No. to I Tc MrIANIe-5 / FWt.5 O(LGANIG Stt_T SANDY ctQAJCL W1 (t -61A -Es . G L.v0r j fNb TFS1' PIT e is, DATE le, Section: WASGnOUNDWAT Err ENCOUNTEnED7 N O. S _ Ir VES,i AT IIAT L O OEPTII E ORA le waet After . MlellvinFt I r'o"I f- Oar. Z-21-94 S L nea(Ang I Dale Gross Time Net Time • Depth to Net Water Glop 1-2 9ti 3 Zo to 3:09 Ing w 3:3o be 1 6 • It o I. t 2 - 3132 - It It t20 4' tt :2o 1.• PEnCOLATION HALE 3S S,,A"Auleehj EnnCNOLEDIAMETER ��• TEST nUN 0E7WEEN 5 FT AND i F7 � PEnf011MED BY: CAt 2.L• AR�Cf1vL4S 1 \14— �/CE811FY 117/Ai 7N,I/S TEST WAS PEniORMED IN ACCOnDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iIN EFFECT ON 71115 ATE. DATE: 72 Wit inee. U!5)