Enclosure 1 Sewer Connection.pdf

X

C x/

INSTALL FORCEMAIN 3 TO 5

FEET INSIDE COAST GUARD

PROPERTY LINE, OR AS

FEASIBLE. LOCATION TO BE

DETERMINED PRIOR TO FINAL

CONSTRUCTION APPROVAL.

TVA OFFICE

SEWER FORCEMAIN TO BE INSTALLED 18" - -"'

A

. BELOW EXISTING WATERLINE, OR SLEEVED

TO 10 FEET EITHER SIDE OF WATERLINE

TO MEET STATE OF TENNESSEE CRITERIA

(TYPICAL FOR AL FORCEMAIN/WATERLINE

CROSSINGS.)

PARIS LANDING

STATE PARK MARINA

-i-

WATERFRONT

ELEV. ± 360'

�S_IT_E_: P_LA-'--N_. ·---� ..

N.

.... SCALE: . 1" = :30' ·• O" �

-- �{;:-&��+r} �- •

SINKER

STORAGE

EXISTING SEPTIC TANKS TO BE

ABANDONED IN ACCORDANCE WITH

STATE OF TENNESSEE CRITERIA.

EXISTING DRAIN FIELD TO BE

ABANDONED IN ACCORDANCE WITH

STATE OF TENNESSEE CRITERIA.

CUT AND CAP 4" SUPPLY MAIN TO THE

EXISTING CONVENTIONAL SEPTIC SYSTEM.

MURRAY

ACCESS FROM

RT. 119--_,.,._

KENTUCKY

641 TENNESSEE

VICINITY MAP

SCALE: NONE

"--- INSTALL TWO (2) NEW 5000 GALLON, SINGLE COMPARTMENT,

PRE-CAST CONCRETE TANKS (10,000 GALLON TOTAL COMPACTED)

WITH DUPLEX PUMP SYSTEM AND CONTROLS. USE ELECTRICAL AT

THE EXISTING PUMP STATION.

PAINT BOAT DOCK

LEGEND

--PW-- UNDERGROUND POTABLE WATER

- - SAN - - SANITARY SEWER

- - ST - - STORM SEWER

- - lV - - TELEVISION

- X- - X- FENCE

- - - - - - - PROPERTY LINE

- - - - - UE - - - - - UNDERGROUND ELECTRICAL

--E-- OVERHEAD ELECTRICAL

- - FM - - PROPOSED FORCEMAIN (NEW)

Ill CATCH BASIN e MANHOLE - SANITARY SEWER

-: FIRE HYDRANT

.., VALVE

C

B

CONSULTANTS

U. S. COAST GUARD

CIVIL ENGINEERING UNIT

MIAMI

USCG. CEU MIAMI

15608 SW 117TH AVE

MIAMI, FLORIDA 33177

ISSUE

06 29 06 FINAL SUBMITTAL

MARK DATE DESCRIPTION

A/E PROJECT NO:

CAO FILE NAME: • M1259C01.dwg

DESIGNED BY: LSB

DRAWN BY: JRL

EDITED BY: JRL

CHECKED. BY: LSB

SCALE: AS SHOWN PLOT SCALE: 1: 1

SHEET TITLE

SEWER CONNECTION

SSD • PARIS LANDING

PARIS LANDING TN

A GENERAL

SITE PLAN

CH. DIRECTOR

ROJECT NUMBER DRAWING NUMBER

32-M04077 M1259-D

BREAK IN PVC OFF OF

CORNER OF

PAVEMENT OF OIC

PARKING SPOT

ROOTS VISIBLE IN PIPE AT 45

CONNECTION WHERE PIPE

TRANSITIONS FROM IRON TO

PVC. THIS 45 IS ACTUALLY

LOCATED ABOUT 1 FOOT

DOWNHILL FROM THE CORNER

OF THE FOUNDATION OF THE

DAYBOARD SHED.

SUSPECTED BREAK AND

ROOT INFILTRATION IN

THIS AREA DUE TO

TREES DIRECTLY

ABOVE SEWER PIPE

BREAK/SEPARATION

IN 6" PIPE

THIS IS WHERE THE 4"

LINE FROM THE PIER

ACTUALLY TIES INTO

A VERTICAL

CLEANOUT PIPE

ABOUT 12" ABOVE

THE 6" PIPE. WASTE

THEN FLOWS TO THE

UPHILL 5000 GAL

TANK

NOTES ON SEWAGE SYSTEM LAYOUT FROM MKC KNIGHT IN MARCH

2025 FOLLOWING A CAMERA INSPECTION AND HYDROJET PIPE

CLEANING SERVICE:

FROM THE PIER FLANGE WHERE THE SEWAGE LINE GOES

UNDERGROUND, THE PIPE WAS INPECTED WITH A CAMERA TO

THE BREAK NEAR THE OIC PARKING SPOT. THE SEWAGE

ARRANGEMENT WAS ALSO INSPECTED IVO THE TWO 5000

GAL CONCRETE TANKS. INSPECTION WAS NOT POSSIBLE

BETWEEN THESE POINTS

DUE TO THE CAMERA NOT

BEING ABLE TO "JUMP" THE MISALIGNED BROKEN PIPE

NEAR THE CHIPPEWA OIC PARKING SPOT OR TWO 90

DEGREE TURNS BACK TO BACK NEAR THE

LIFT STATION TANKS.

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