HomeMy WebLinkAbout1985-03-25 Septic System Design ReportCITY OF ORONO
SEPTIC SYSTEM DESIGN PROPOSAL
STANDARD REPORT FORM
NOTE: This form mist be completed by the applicant or his agent and submitted for avproval with all re-
quired attachments when building permit is applied for. The following exhibits are requirtd as a part of
this application and shall Be attached hereto: Percolation Test logs and Soil Boring logs (on standard
forms); Site Plan drawn to scale showing locations of existing and proposed buildings, I c t lines, perco-
lation test and soil boring hole locations, proposed system location and layout, and well locaticn. THE
HOUSE AND DRAiNFIELD AREA "UST BE STAKED. Improper or inadequate soil testing or information will result
in delays in processing. Permits will be issued only to contractors holding a current Orono Septic Sys-
tes Installers license.
TYPE OF WORK: (N1sEW CONSTRUC710M ❑ ADDITION OR REPAIR ❑ SUBDIVISION APPROVAL ONLY
PINS Nl1.MdER_4118-23-22-0010 PROPERTY ADDRESS 765 Dickey Lake Drive
PROPERTY DESCRIPTION Lot 6, Block 2 Ringerswood
OWNER James Lon# 1603 Black Oaks Place Flymouthr MN 55447 475-1696
a a:! Mailresi Lity �one
SITE EVALUATOR Mark Gronberg 482-A Tamarack Ave. Long L3ke MIIi 553Z 4 -4141
♦ale Nail Address city phone
GENERAL CONTRACTOR__ Nair �
er t_____My __.ty —- IFi�G n!
SYSTEM INSTALLER (iF KNOWN) Nam-
T.0 INFORMATION BELOW MUST BE PILLED IN BASED ON THE SITE EVALUATION AND DESIGN REPORT (ATTACH). —1
1. SITE EVALUATION / DESIGN CRITERIA USED
NO. OF BEDROOMS 3 bALLONS PER DAY 600 PERC RATE 73 _--MINUTES PER INCH
INDICATED DEPTH TO SEASONAL WATER TABLE OR SATURATED ZONE _24 U. .ES
2. SEPTIC TANKS
TANK 0 1 1,000 GAL. MIN. LiQuID CAPACITY MANHOLE TO 6-12' BELOW FINAL , INLET AND
OUTLET INSPECTION PIPE:. TO S, a ACE P.EOUIRED ON
t
TANK 1 2 ,00 GAL. MIN. LiQUiD CAPACITY ALL SEPTIC TANKS.
3. PUMP STATION '� I��
❑ NOT REQUIRED IN REQUIRED GAL. MIN. CAPACITY (TO ALLOW toll 1 DAY STORAGE CAPACITY)
JECTOR (BEFORE SEPTIC TANKS) �}y•�F
EFFLUENT 0 Y (AFTER SEPTIC TANKS) 'HECK VALVE 10 BE USED t� YES [INC)
WIGI AND MANHOLE TO SURFACE RE91,RED ON ALL PUMP STATIONS.
4. DRAINFIELD SYSTEM
❑TRENCHES ❑PRESSURE DISTRiBUT10'1 MOUND M OTHER: Mound SyBteD.
ATTACH INFORMATION!
TRENCHES: ❑ DISTRIBUTION BOX ❑ DROP BOXES SO. FT. BOTTOM ARrA _
TRENCH WIDTH (3' MAX.) FT. CENTER -TO -CENTER TRENCH SPACING FT.
DEPTH OF ROCK BELOW TILE (6' MIN.) INCHES DEPTH OF ROCK OVER TILE (2' MIN. )------INCHES
DEPTH OF TRENCH BELOW ORIGINAL SURFACE___ INCHES FINAL COVERS' MIN.,24' f'AX.)_ ____INCHES
NUMBER OF LINES LENGTH OF EACH LINE —
PRESSURE DISTRIBUTION MOUND: ❑ STANDARD DESIGN AS PER ORONO DESIGN MANUAL
®OTHER Please see System Design by Engineer
SAND BASE DIMENSIONS: LENGTH FT, X-tQ_FT. NIDTII SAND DEF. `(-W ROCK Z —1 _INCHES
Oe. It q,♦!
ROCK BED DIMENSIONS: STANDARD 1 FT. WIDTH X _y�_FT. L"GTH SLOPE 4i S17E < ' S
FOR Orrut USE ONLY
❑ APPROVED AS PROPOSED 54APPROVEn WITH CHANGES NOTED BELOW ❑ ADD1710NAL ITEMC NEEDED NO ED BELOW
- ----- - -+ 3 ' 2s` � � _ �� f utter.,, ��Piar�vc` t �p,c.�•.- ^' o_ i �_�_