CC_F86_Lagoon_Plans_signed.pdf

SHEET NO. SUBJECT

SANITATION FACILITIES CONSTRUCTION

CROW CREEK RESERVATION, SOUTH DAKOTA

FT. THOMPSON PRIMARY LAGOON CELL RENOVATION

PUBLIC LAW 86-121

I.H.S. PROJECT NO. AB-16-F86

1. COVER SHEET AND LOCATION MAP

2. NOTES AND LEGEND

3. PLAN SHEET - A

4. PLAN SHEET - B

5. DETAILS SHEET A

6. DETAILS SHEET B

7. DETAILS SHEET C

8. DETAILS SHEET D

SHEET INDEX

SITE MAP LOCATION MAP

PROJECT SITE

TO HIGHMORE

TO

CHAMBERLAIN

TO PIERRE

TO WESSINGTON SPRINGS

CROW CREEK

COMMUNITY

FT. THOMPSON

COMMUNITY

STEPHAN

HIGH SCHOOL

BIG BEND

COMMUNITY

TO RELIANCE

L

A

K

E

S

H

A

R

P

E

MAC'S

CORNER

SHELBY

BIG BEND DAM

PROJECT LOCATION

HWY 34

GENERAL NOTES

1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE

RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF

RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO

EXCAVATION.

2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE

SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES,

DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES

THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS.

3. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT

LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)

CONTACTS

ENGINEERING:

INDIAN HEALTH SERVICE

DISTRICT OFFICE

420 S. GARFIELD, SUITE 200

PIERRE, SD 57501

NOAH BUIKEMA: PROJECT ENGINEER

TELE: 605-224-1644

FAX: 605-224-1704

INDIAN HEALTH SERVICE

DISTRICT OFFICE

420 S. GARFIELD, SUITE 200

PIERRE, SD 57501

MIKE BOLAND, DISTRICT ENGINEER

TELE: 605-224-1644

FAX: 605-224-1704

CONTACTS (CONT.)

TRIBE:

TERO

(TRIBAL EMPLOYMENT RIGHTS OFFICE)

FORT THOMPSON, SD

JASON SHIELDS, DIRECTOR

TELE: 605-245-2221

FAX: 605-245-2470

CCST ENVIRONMENTAL PROTECTION

AGENCY

FORT THOMPSON, SD

WANDA GOURNEAU, DIRECTOR

TELE: 605-245-2608

UTILITIES

ONE CALL (SOUTH DAKOTA)

TELE: 811 (IN-STATE) OR

800-781-7474

(OUTSIDE OF SOUTH DAKOTA)

ELECTRIC:

CENTRAL ELECTRIC

P.O BOX 850

1420 N. MAIN MITCHELL, SD 57301

TELE: 800-477-2892

WATER AND SEWER SYSTEM:

CROW CREEK SIOUX TRIBE

DON BIG EAGLE, UTILITY DIRECTOR

FT. THOMPSON, SD 57339

TELE: 605-245-2125

W

W

S

SSL

SFSL

SFM

WSL

WSL

TEL

X

S

SSL

SFM

SFSL

E

G

FO

OH

S

F

M

SFM

SFM

SFM

SFM

SFM

SFM

SFM

SECONDARY CELL

FINISH FLOOR EL. = 1484.00

BERM EL. = 1492.00

HWL EL. = 1489.00

7 ACRES @ HWL

6.52 ACRES @ FLOOR BOTTOM

PRIMARY CELL (TO RENOVATE)

FINISH FLOOR EL. = 1484.00

BERM EL. = 1492.00

HWL EL. = 1489.00

10 ACRES @ HWL

8.57 ACRES @ FLOOR BOTTOM

NOTE: REMOVE, CLEAN, AND REINSTALL RIP-RAP

ON ENTIRE PRIMARY CELL. SEE SHEET-5

FOR DETAIL

SEE SHEET-6 FOR INLET PIPING FROM

EXISTING MANHOLE TO LAGOON CELL

SCALE: 1" = 100'

EXISTING WETLANDS

EXISTING WETLANDS

SECONDARY CELL

FINISH FLOOR EL. = 1484.00

BERM EL. = 1492.00

HWL EL. = 1489.00

7 ACRES @ HWL

6.52 ACRES AT FLOOR BOTTOM

SCALE: 1" = 100'

BORROW

AREA

WASTE

AREA

FINISHED LAGOON DETAIL

NOT TO SCALE

SECTION VIEW

LAGOON

FLOOR

DETAIL

SECTION

VIEW

NOT TO

SCALE

LAGOON

BERM

DETAIL

SECTION

VIEW

NOT TO

SCALE

LEGEND

PLAN VIEW

SECTION VIEW SECTION VIEW

OUTLET PAD DETAIL

NOT TO SCALE

INLET SPLASH PAD DETAIL

NOT TO SCALE

BALLAST WEIGHT DETAIL

NOT TO SCALE

PROFILE VIEW

INLET PIPING DETAIL

PLAN VIEW

SECTION VIEW

SILT FENCE DETAIL

NOT TO SCALE

LAGOON DEPTH INDICATOR DETAIL FOR 3:1 SLOPE

NOT TO SCALE

1'-0"

ANCHOR TRENCH DETAIL

2"

4"

4"

10' MAX.

36"

24"

36"

24" MIN.

10' MAX. 6' - 6" 6' - 6"

2"

36"

9"

6' - 6" 12' - 0" 6' - 6"

2-1/2"

36" MIMIMUM

24"

MINIMUM

WASTE WATER

TREATMENT FACILITY

(COMMUNITY)

(STATE)

1"

1"

8-1/2" C.C.

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XXXXXXXXXXXXXX

X X X X X X X X X X XX X X X X X X X X X X X

WASTE WATER

TREATMENT FACILITY

(COMMUNITY)

(STATE)

4'-2"

48"

9" 9"

3"

2"

2"

2"

2"

2"

2"

2"

2"

2-1/2"