3-2025-10-09 Deer Lake Plan Set.pdf
PDF 13 MB Posted
- Attached to
- Deer Lake Dam D54-112 Dam Spillway Repairs
- Solicitation number
- Not on record
- Issued by
- Somerset County, Pennsylvania
About this file
This document is a comprehensive engineering design set of plans and specifications for the Deer Lake Dam Infrastructure Repairs, Renovations & Upgrades project, prepared by Systems Design Engineering, Inc. for Deer Lake Borough in Schuylkill County, Pennsylvania. The project involves repairing and renovating the existing dam infrastructure, including concrete spillway resurfacing, sluice gates rehabilitation, sediment basin reconstruction, and diversion channel modifications. The work includes removing and replacing concrete walls, applying shotcrete to dam structures, installing new sluice gate actuators, restoring stone slope protection, and implementing erosion and sediment control measures. The project is issued for bid and appears to be part of a infrastructure improvement initiative, with detailed technical specifications for construction methods, material requirements, and site restoration.
The project is funded through a grant, potentially the DCED-Greenways, Trails and Recreation Grant, as referenced in the file path. The total project area is approximately 21.2 acres, with precise construction limits defined in the drawings. The engineering plans include detailed technical specifications for earthfill, shotcrete application, sluice gate restoration, and environmental protection measures. The work involves multiple construction phases, including diverting Pine Creek, reconstructing sediment basins, and restoring the dam's infrastructure. The project includes alternate bid options and requires precise environmental and engineering standards, with specific requirements for material composition, compaction, and site stabilization. The engineer of record is Alfred Ty Leinneweber, P.E., with license number PE075849, who has certified the plans' compliance with environmental regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Specifications.pdf | ||
| 2-Documents to be completed by each bidder.pdf |
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DEER LAKE DAM D54-112
DEER LAKE DAM INFRASTRUCTURE REPAIRS, RENOVATIONS &
UPGRADES
FOR
DEER LAKE BOROUGH
IN
DEER LAKE BOROUGH, SCHUYLKILL COUNTY, PENNSYLVANIA
SHEET NO. SHEET TITLE
1 COVER SHEET
SHEET INDEX
LOCATION MAP
AUBURN QUADRANGLE
SCALE: 1" = 2000'
ENGINEER CERTIFICATION
I, ALFRED TY LEINNEWEBER, DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 Pa. CSA, SECTION 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN CONFORMANCE WITH
CHAPTER 105 OF THE RULES AND REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL
PROTECTION.
ALFRED TY LEINNEWEBER, P.E. DATE
LIC NO. PE075849
OVERALL SITE PLAN
SITE PLAN (NORTH)
SITE PLAN (SOUTH)
CROSS-SECTIONS5
6 DETAILS
SEDIMENT & EROSION CONTROL PLAN7
SEDIMENT & EROSION CONTROL NOTES AND DETAILS8
ISSUED FOR BID
AutoCAD SHX Text
GRAPHIC SCALE 1"=2000'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SITE
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NORTH
PINE CREEK
N/F BOROUGH OF DEER LAKE
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N/F JEENE DEVANE,
ALICE DEENEY,
CHARLES DEENEY,
JAY NEEL, JULIA
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SCHEID
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N/F RUSSELL T. Jr. & LYNN R.
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N/F PATTY J. &
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& JOHN SAUNDERS
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N/F DOUG
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UPI 42-02-0058.000
N/F PETER &
KATHLEEN
RASMUSSEN
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N/F PETER &
KATHLEEN
RASMUSSEN
UPI 42-02-0064.002
N/F RALPH WAYNE III,
RALPH WAYNE IV &
JENNIFER CHRISTINE
COOPER
UPI 42-02-0067.000
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RUTH ANN BOLTZ
UPI 35-08-0025.000
N/F BARRY UNGER
UPI 35-10-0006.000
N/F DENIS J. MR
MORTENSEN
UPI 35-10-0008.000
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N/F CHRISTOPHER
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N/F RALPH WAYNE III,
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JENNIFER CHRISTINE
COOPER
UPI 42-02-0062.000
N/F RANDY R. &
BONNIE J. STUTZMAN
UPI 42-03-0001.003
N/F JOHN M. DUNCHICK
UPI 42-03-0001.002
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SEDIMENTATION
BASIN 1 SEDIMENTATION
BASIN 2
DIVERSION CHANNEL
EXISTING R-7 ROCK
EXISTING
R-7 ROCK
EXISTING SEDIMENT BASIN 2
CONCRETE WALL (TO REMAIN)
EXISTING
24" HDPE
SEDIMENT OUTFALL
(TO BE RESURFACED)
EXISTING SEDIMENT
BASIN 1 CONCRETE WALL
(TO BE REPLACED)
EXISTING SEDIMENT WALL
(TO BE REPLACED)
(2) 96" STEEL PIPE
BENCHMARK #1
MAGNAIL EL. 482.63
BENCHMARK #2
MAGNAIL EL. 483.68
NS
RTE 89
NS
RTE 895
ENGINEER CERTIFICATION
I, ALFRED TY LEINNEWEBER, DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 Pa. CSA, SECTION 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN CONFORMANCE WITH
CHAPTER 105 OF THE RULES AND REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL
PROTECTION.
ALFRED TY LEINNEWEBER, P.E. DATE
LIC NO. PE075849
LOCATION MAP
AUBURN QUADRANGLE
SCALE: 1" = 800'
BOROUGH OF DEER LAKE
308 LAKE FRONT DRIVE
ORWIGSBURG, PA 17961
UPI #: 42-02-0083
TMP 42-02-0083.000
DEED BK 626, PG 146
TRACT AREA: 21.2 AC.
OWNER / OPERATOR
PROPERTY DATA
GENERAL NOTES
1. THIS PLAN IS FOR THE REPAIR OF THE EXISTING CONCRETE SPILLWAY, SLUICE GATES, TRASH
RACKS, SECONDARY OUTFALL, AND CONCRETE SEDIMENT WALLS FOR DIVERSION CHANNEL AND
SEDIMENT BASIN NO. 1.
2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
3. FLOODPLAIN SHOWN IS BASED ON FEMA DELINEATED FLOODPLAIN DEPICTED ON COMMUNITY
NUMBER 422640 PANEL 0395 SUFFIX F MAP NUMBER 42107C0395F EFFECTIVE DATE MAY 18, 2021
AND COMMUNITY NUMBER 422640 PANEL 0581 SUFFIX F MAP NUMBER 42107C0581F EFFECTIVE
DATE MAY 18, 2021.
4. WETLANDS ARE PRESENT EAST OF THE DIVERSION CHANNEL.
5. RIGHT-OF-WAY WIDTHS AND ADJACENT LOT LINES WERE TAKEN FROM SCHUYLKILL COUNTY GIS
DATABASE.
6. HORIZONTAL DATUM: NAD-83 (PA SOUTH)
VERTICAL DATUM: NAVD-83
BENCHMARK: #1-MAGNAIL ELEVATION 482.63
#2-MAGNAIL ELEVATION 483.68
7. SOURCE OF CONTOURS: P.A.S.D.A. LIDAR DATA. ELEVATIONS SHOWN HEREON BASED ON FIELD
TOPOGRAPHIC SURVEY PERFORMED BY SYSTEMS DESIGN ENGINEERING, INC. COMPLETED IN
JULY 2025.
BYREVISIONDATENO.
SITUATE IN
CADD FILE NAMEDRAWN BY CHECKED APPROVED
DRAWING NUMBERSCALEDATE
2-C101.dwg
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1032 JAMES DR. LEESPORT, PA 19533
PHONE: 610.916.8500 FAX: 610.916.8501
BOYERTOWN, PA 610.369.1319
SCHUYLKILL HAVEN, PA 570.385.5549
SDE SYSTEMS DESIGN
ENGINEERING, INC
9/29/2025
MAL
1" = 100'
ATL ATL SHEET 2 OF 8
D-24-1470-0112-C101
DEER LAKE BOROUGH
OVERALL SITE PLAN
BOROUGH OF DEER LAKE SCHUYLKILL COUNTY PENNSYLVANIA
DEER LAKE DAM INFRASTRUCTURE, REPAIRS, RENOVATION AND UPGRADES
DEER LAKE DAM D54-112
SOIL
SYMBOL SOIL NAME
At ATKINS
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X
XX
INTERMEDIATE CONTOURS
INDEX CONTOURS
LEGEND
EXISTING FEATURES
E&SC FEATURES
12" COMPOST SOCK
DEER LAKE DREDGING LIMITS
FENCE
RIGHT-OF-WAY LINE
EXISTING FEATURE
ADJOINER LINE
WATERCOURSE
EDGE OF CARTWAY
SOIL LINE AND TYPE
SAND BAG COFFERDAM
FLOODPLAIN
WETLANDS
STONE PROTECTION
CONCRETE WASHOUT
TO BE REMOVED
ROCK CONSTRUCTION ENTRANCE
DEER LAKE SPILLWAY
REPAIR LIMITS
PENNSYLVANIA ONE CALL SYSTEM, INC.
925 IRWIN RUN ROAD
WEST MIFFLIN, PENNSYLVANIA
15122-1078
BEFORE YOU DIG ANYWHERE IN
PENNSYLVANIA CALL 1-800-242-1776
NON-MEMBERS MUST BE CONTACTED DIRECTLY
PA LAW REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
DRILL, BLAST OR DEMOLISH
SERIAL NO:
20242323992 (08/19/2024)
Know what s below' .
Call before you dig.811
SITE
OVERALL SITE PLAN PLAN
SCALE 1" = 100'
AutoCAD SHX Text
SPRUCE ROAD
AutoCAD SHX Text
DREHERSVILLE ROAD
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DREHERSVILLE ROAD
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BEECH ROAD
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LOCUST ROAD
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WILLOW ROAD
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LAKE FRONT DRIVE
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LAKE FRONT DRIVE
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BAHANDY DRIVE
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ASH ROAD
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ROUTE 61 N
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ROUTE 61 N
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PARKWAY DRIVE
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PARKWAY DRIVE
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LAUREL ROAD
AutoCAD SHX Text
ROUTE 61 S
AutoCAD SHX Text
MARKET STREET - RTE 895
AutoCAD SHX Text
DUKE STREET
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text
DREHERSVILLE ROAD
AutoCAD SHX Text
FLOW
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STONE AREA
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STONE AREA
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STONE AREA
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STONE AREA
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EXISTING GRAVEL ROAD
AutoCAD SHX Text
STONE PARKING AREA
AutoCAD SHX Text
STONE PARKING AREA
AutoCAD SHX Text
TENNIS COURTS
AutoCAD SHX Text
PLAYGROUND
AutoCAD SHX Text
OAK ROAD
AutoCAD SHX Text
LAKE FRONT DRIVE
AutoCAD SHX Text
GRAPHIC SCALE 1"=800'
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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NORTH
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NORTH
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%%USOILS LEGEND & LIMITATIONS
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OBLIQUE TEXT
AutoCAD SHX Text JnB
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CW
AutoCAD SHX Text T.B.R.
AutoCAD SHX Text
RCE
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GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 100'
AutoCAD SHX Text
AutoCAD SHX Text
N/F BOROUGH OF DEER LAKE
UPI 42-03-0001.000
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N/F RALPH WAYNE III,
RALPH WAYNE IV &
JENNIFER CHRISTINE
COOPER
UPI 42-02-0067.000
N
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N
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N/F PAUL R. Jr. &
RUTH ANN BOLTZ
UPI 35-08-0025.000
N/F BARRY UNGER
UPI 35-10-0006.000
N/F DENIS J. MR
MORTENSEN
UPI 35-10-0008.000
N/F BOROUGH OF DEER LAKE
UPI 42-02-0082.000
N /F
D
AV
ID
G
M
IS
TI
SH
EN
U
PI
2-
-0
2.
N/F CHRISTOPHER
EDWARDS
UPI 35-10-0020.000
SEDIMENTATION
BASIN 1 SEDIMENTATION
BASIN 2
DIVERSION CHANNEL
EXISTING
R-7 ROCK
EXISTING
R-7 ROCK
EXISTING SEDIMENT BASIN #2
CONCRETE WALL (TO REMAIN)
(EXISTING ELEV.= 479.83)
PROPOSED ELEV.= 480.00
BRIDGE WEIGHT LIMIT
20 TONS
POSSIBLE TEMPORARY DREDGE
MATERIAL STORAGE STOCKPILE
BENCHMARK #1
MAGNAIL EL. 482.63
D R
EH
ER
SVILLE R
O
AD
DUKE STREET
PARKWAY DRIVE
LAKE FRONT DRIVE
PARKW
AY DRIVE
GRAVEL ROAD
N/F RANDY R. & BONNIE J. STUTZMAN
UPI 42-03-0001.003
N/F JOHN M. DUNCHICK
UPI 42-03-0001.002
DEER LAKE
(LAKE TO REMAIN DRAINED
DURING ALL PHASES OF
CONSTRUCTION)
PROPOSED R-7 ROCK
(365' L. x 6' H.)
BYREVISIONDATENO.
SITUATE IN
CADD FILE NAMEDRAWN BY CHECKED APPROVED
DRAWING NUMBERSCALEDATE
3-C201.dwg
C C
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- S ys te m s D es ig n
En gi ne er in g, In c.
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Pr oj ec ts
\D ee r L ak e Bo ro ug h\
-1
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6, 8:
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1032 JAMES DR. LEESPORT, PA 19533
PHONE: 610.916.8500 FAX: 610.916.8501
BOYERTOWN, PA 610.369.1319
SCHUYLKILL HAVEN, PA 570.385.5549
SDE SYSTEMS DESIGN
ENGINEERING, INC
09/29/2025
MAL
1" = 50'
SHEET 3 OF 8
D-24-1470-0112-C201
DEER LAKE BOROUGH
SITE PLAN (NORTH)
BOROUGH OF DEER LAKE SCHUYLKILL COUNTY PENNSYLVANIA
DEER LAKE DAM INFRASTURE REPAIRS, RENOVATION AND UPGRADES
DEER LAKE DAM D54-112
NOTES:
1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN
NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS
AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE
INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS
DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS
DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE
REQUIREMENTS OF ACT 287 OF 1974 AS AMENDED.
2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS
ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS,
FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING
INFORMATION.
3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE
DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS
NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER
"RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS
AMENDED.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF
1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN
THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS DAYS IN
ADVANCE OF EXCAVATION OR DEMOLITION WORK.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH
THE APPROPRIATE UTILITY THE REMOVAL, ABANDONMENT, RELOCATION,
INSTALLATION OR CONNECTION TO ANY PUBLIC UTILITY (GAS, ELECTRIC,
TELEPHONE, CABLE TV, FIBER OPTIC COMMUNICATIONS, ETC.)
6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE
APPROPRIATE UTILITY COMPANY AND/OR CONTRACTOR PRIOR TO ANY
EXCAVATION OR DEMOLITION WORK.
7. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST
CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS
ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.
PENNSYLVANIA ONE CALL SYSTEM, INC.
925 IRWIN RUN ROAD
WEST MIFFLIN, PENNSYLVANIA
15122-1078
BEFORE YOU DIG ANYWHERE IN
PENNSYLVANIA CALL 1-800-242-1776
NON-MEMBERS MUST BE CONTACTED DIRECTLY
PA LAW REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
DRILL, BLAST OR DEMOLISH
SERIAL NO. 20242323992 (08/19/2024)
SITE PLAN (NORTH)
SCALE 1" = 50'
AutoCAD SHX Text
LAUREL ROAD
AutoCAD SHX Text West Brunswick Township
AutoCAD SHX Text Deer Lake Borough
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
STONE AREA
AutoCAD SHX Text At
AutoCAD SHX Text
WETLANDS
AutoCAD SHX Text
EXIST. 100YR FLOOD PLAIN
AutoCAD SHX Text
EXISTING STONE PARKING LOT
AutoCAD SHX Text
EXISTING SILT DAM WALL (TO BE REPLACED)
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
2 FT. MIN. WALL EMBEDDED INTO BANK
AutoCAD SHX Text
(2)96" STEEL PIPE
AutoCAD SHX Text CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE APPLICANTS AND/OR OPERATORS MUST USE ENVIRONMENTAL DUE DILIGENCE TO ENSURE THAT THE FILL MATERIAL ASSOCIATED WITH THIS PROJECT QUALIFIES AS CLEAN FILL. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE : UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE). CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDUAL LIMITS IN TABLES FP-1 AND FP-1B FOUND IN PA DEP'S POLICY "MANAGEMENT OF FILL." ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THAT THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL. A COPY OF FORM FP-001 CAN BE FOUND AT THE END OF THE NPDES PERMIT INSTRUCTIONS DOCUMENT. ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY : INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF PA DEP'S POLICY "MANAGEMENT OF FILL." FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS A WASTE AND MUST BE MANAGED IN ACCORDANCE WITH PA DEP'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE.
AutoCAD SHX Text
%%ULEGEND
AutoCAD SHX Text
BANK STABILIZATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 50'
AutoCAD SHX Text
AutoCAD SHX Text
N /F
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2-
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N /F
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N/F BOROUGH OD DEER LAKE
UPI 42-06-0001.000
N/F BOROUGH OF DEER LAKE
UPI 42-05-0026.000
N /F
D E
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L A
K E
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P A
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N o.
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N/F MORGAN COURT
PARTNERS, LP
UPI 42-05-0016.001
F.
F.
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N /F
D E
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TRASH RACK &
SLUICE GATE
TRASH CAGE AND
SLUICE GATE
TRASH CAGE AND
SLUICE GATE
EXISTING CONCRETE
CORE WALL
EXISTING CONCRETE
CORE WALL
EXISTING
CONCRETE SPILLWAY
ELEV = 479.82
(TO BE RESURFACED)
FINISHED GRADE= 480.00
EXISTING CONC. APRON
ELEV = 471.34
(TO BE RESURFACED)
PROVIDE AREA TO
PREVENT SANDBLASTING
FROM ENTERING INTO
THE CREEK
REMOVE TREES/ROOTBALL/
UNDERBRUSH IN THIS AREA
EXISTING CONCRETE
WALL TO BE
RESURFACED
EXISTING
24" HDPE
SECONDARY OUTFALL
(TO BE RESURFACED)
PROPOSED
CHAINLINK FENCE
W/ GATE
PROPOSED
CHAINLINK FENCE
W/ GATE
REPAIR AND RESURFACE
EXISTING CONCRETE WALL
EXISTING STONE
SLOPE PROTECTION
EXISTING CONCRETE
WALL TO BE RESURFACED
EXISTING CONC.
SPILLWAY TO BE
MILLED
BENCHMARK #2
MAGNAIL EL. 483.68
12" SILT SOXX
SPILLWAY ACCESS
ROCK
CONSTRUCTION
ENTRANCE No. 1
ROCK
CONSTRUCTION
ENTRANCE No. 2
EXISTING STONE
SLOPE PROTECTION
EXISTING STONE
SLOPE PROTECTION
SANDBAG COFFER
DAM STAGE 2
SANDBAG COFFER
DAM STAGE 1
SANDBAG COFFER
DAM STAGE 2
12" SILT SOXX
SANDBAG COFFER
DAM STAGE 1
DEER LAKE
(LAKE TO REMAIN
DRAINED DURING ALL
PHASES OF CONSTRUCTION)
BYREVISIONDATENO.
SITUATE IN
CADD FILE NAMEDRAWN BY CHECKED APPROVED
DRAWING NUMBERSCALEDATE
4-C202.dwg
C C
O
PY
RI
G
HT
- S ys te m s D es ig n
En gi ne er in g, In c.
I:\
Pr oj ec ts
\D ee r L ak e Bo ro ug h\
-1
0-
D
C
ED
-G re en w ay s, Tr ai ls an d R ec re at io n G ra nt
P ro je ct
\D ra w in gs \S he et s\ 4-
C
2.
d w g
- O ct ob er
6, :1 am b y 'm ig ue ll'
1032 JAMES DR. LEESPORT, PA 19533
PHONE: 610.916.8500 FAX: 610.916.8501
BOYERTOWN, PA 610.369.1319
SCHUYLKILL HAVEN, PA 570.385.5549
SDE SYSTEMS DESIGN
ENGINEERING, INC
08//2025
MAL
1" = 50'
SHEET 4 OF 8
D-24-1470-0112-C202
DEER LAKE BOROUGH
SITE PLAN (SOUTH)
BOROUGH OF DEER LAKE SCHUYLKILL COUNTY PENNSYLVANIA
DEER LAKE DAM INFRASTURE REPAIRS, RENOVATIONS AND UPGRADES
DEER LAKE DAM D54-112
NOTES:
1. SYSTEMS DESIGN ENGINEERING, INC. ("SDE") HAS PERFORMED A DESIGN
NOTIFICATION IN COMPLIANCE WITH PENNSYLVANIA ACT 287 OF 1974 AS
AMENDED. SDE MAKES NO REPRESENTATION OR GUARANTEE THAT THE
INFORMATION RECEIVED IN RESPONSE TO THE NOTIFICATION AND AS
DEPICTED ON THESE DRAWINGS IS ACCURATE OR COMPLETE. SDE IS
DEPICTING THIS INFORMATION ON THESE DRAWINGS PURSUANT TO THE
REQUIREMENTS OF ACT 287 OF 1974 AS AMENDED.
2. THE LOCATIONS OF UNDERGROUND UTILITIES DEPICTED ON THESE DRAWINGS
ARE APPROXIMATE, AND ARE BASED ON ABOVE-GROUND OBSERVATIONS,
FACILITY OWNER RESPONSES AND/OR FROM BEST AVAILABLE DRAWING
INFORMATION.
3. EXACT LOCATIONS OF ANY UNDERGROUND UTILITIES CAN ONLY BE
DETERMINED BY EXCAVATION AND/OR SUBSURFACE EXPLORATION, WHICH IS
NOT PART OF THIS CONTRACT, NOR IS SUCH WORK LISTED UNDER
"RESPONSIBILITIES OF A DESIGNER" AT SECTION 4. OF ACT 287 OF 1974 AS
AMENDED.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ACT 287 OF
1974 AS AMENDED, AND TO CONTACT THE "ONE-CALL SYSTEM" NOT LESS THAN
THREE (3) BUSINESS DAYS NOR MORE THAN TEN (10) BUSINESS DAYS IN
ADVANCE OF EXCAVATION OR DEMOLITION WORK.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH
THE APPROPRIATE UTILITY THE REMOVAL, ABANDONMENT, RELOCATION,
INSTALLATION OR CONNECTION TO ANY PUBLIC UTILITY (GAS, ELECTRIC,
TELEPHONE, CABLE TV, FIBER OPTIC COMMUNICATIONS, ETC.)
6. ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED WITH THE
APPROPRIATE UTILITY COMPANY AND/OR CONTRACTOR PRIOR TO ANY
EXCAVATION OR DEMOLITION WORK.
7. ANY CONSTRUCTION OR OPERATION UNDERTAKEN ON THIS SITE MUST
CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS, AS WELL AS
ANY DEED OR OTHER RESTRICTIONS IN EFFECT AT THE TIME OF OPERATION.
PENNSYLVANIA ONE CALL SYSTEM, INC.
925 IRWIN RUN ROAD
WEST MIFFLIN, PENNSYLVANIA
15122-1078
BEFORE YOU DIG ANYWHERE IN
PENNSYLVANIA CALL 1-800-242-1776
NON-MEMBERS MUST BE CONTACTED DIRECTLY
PA LAW REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE,
DRILL, BLAST OR DEMOLISH
SERIAL NO:
20242323992 (08/19/2024)
Know what s below' .
Call before you dig.811
GRAPHIC SCALE
50 0
1" = 50'
25 50 100
SEQUENCE OF CONSTRUCTION
AT LEAST 15 DAYS, BUT NOT MORE THAN 30 DAYS, PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES (INCLUDING CLEARING AND GRUBBING), THE PERMITTEE OR OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ENGINEER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE DIVISION OF DAM SAFETY, AND THE EROSION AND SEDIMENT CONTROL PLAN PREPARER TO AN ON-SITE PRE-CONSTRUCTION MEETING. ALSO, AT LEAST 3 WORKING DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM
INCORPORATED AT 1-800-242-1776 FOR BURIED UTILITIES LOCATIONS.
EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY
AREAS OF THOSE BMPS.
1. CLEAR, GRUB, AND INSTALL ROCK CONSTRUCTION ENTRANCES FOR ACCESS TO PINE CREEK, DEER LAKE POND, AND THE CONCRETE SPILLWAY DAM STRUCTURE WHERE SHOWN ON THE PLAN. ACCESS TO THE CONSTRUCTION SITE SHALL BE FROM PARKWAY DRIVE, LAKE FRONT DRIVE, AND ASH STREET.
2. STAKE OUT LIMITS OF DISTURBANCE. PLACE ALL SILT SOCKS WHERE SHOWN ON THE PLAN AND IN AREAS WHERE SEDIMENT WILL LEAVE THE
CONSTRUCTION AREA.
3. THE FOLLOWING CONSTRUCTION ACTIVITIES ARE INDEPENDENT OF THE OTHER AND CONSTRUCTION MAY COMMENCE SIMULTANEOUSLY.
EARTHFILL SPECIFICATIONS
MAINTENANCE PROGRAM:
1. VEGETATION ON DAM BERM AND TOE OF SLOPE TO BE MOWED ON A REGULAR BASIS. THE DAM SLUICE GATES AND TRASH CAGES SHALL BE INSPECTED ANNUALLY AND AFTER EVERY MAJOR STORM EVENT AND REPAIRED, IF NECESSARY. DEBRIS ALONG THE
SPILLWAY BREAST, TRASH CAGES, AND CONCRETE APRON SHALL BE REMOVED, IF NECESSARY.
2. MAINTENANCE OF THE DEER LAKE DAM, AND OTHER FACILITIES, SHALL BE THE RESPONSIBILITY OF THE OWNER.
3. SEEDED AREAS THAT HAVE WASHED AWAY SHALL BE FILLED AND GRADED AS NECESSARY AND THEN RESEEDED AND MULCHED.
EARTHFILL SPECIFICATIONS:
1. SITE PREPARATION: CLEAR SHRUBS AND UNDERGROWTH WHERE SHOWN ON THE PLAN. TREES, SHRUBS AND UNDERGROWTH SHALL BE REMOVED FROM THE WESTERN DAM EMBANKMENT AND 20 FEET FROM THE TOE OF SLOPE. TREES 6-INCH MIN. CAL. OR GREATER, MEASURED ONE (1') FOOT ABOVE FINISHED GRADE, SHALL REMOVE THE ROOTBALL AND THE ROOTBALL EXTRACTION AREA SHALL BE BACKFILLED AND COMPACTED. TREES WITH A DIAMETER OF LESS THAN 6-INCHES SHALL BE CUT FLUSH TO GROUND.
THE REMOVAL OF UNDESIRABLE GROWTH SHALL BE REMOVED DURING THE OPERATION TO RESURFACE THE CONCRETE SPILLWAY.
THE TREES AND SHRUBS LOCATED ADJACENT TO DEER LAKE & WEST BRUNSWICK FIREHOUSE SHALL REMAIN.
2. THE FILL MATERIALS SHALL BE TAKEN FROM SELECT BORROW AREAS AND SHALL BE 4-INCH DIAMETER MAXIMUM PARTICLE SIZE EARTHFILL MATERIAL. IT SHALL BE FREE OF ROOTS, STONES, WOODY VEGETATION, BOULDERS AND OTHER EXTRANEOUS MATERIALS. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT. FROZEN MATERIAL SHALL NOT BE
USED.
3. MATERIAL SHALL BE "WELL-GRADED" IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION. ACCEPTABLE MATERIAL SHALL HAVE A LIQUID LIMIT (LL) LESS THAN 50 AND A PLASTICITY INDEX (PI) GREATER THAN 4. FILL MATERIAL SHALL HAVE AT LEAST A 35% FRACTION PASSING THE #200 SIEVE. THE FILL MATERIAL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT CAN BE FORMED BY HAND INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, THE SOIL IS TOO WET FOR
COMPACTION.
4. FILL MATERIAL SHALL BE PLACED IN 6 TO 8 INCH LAYERS WHEN COMPACTED WITH A VIBRATORY SHEEPS-FOOT ROLLER, OR 4-INCH LOOSE LIFTS WHEN USING A MECHANICAL WALK-BEHIND "JUMPING JACK" TYPE COMPACTOR AND SHALL BE CONTINUOUS OVER THE ENTIRE LENGTH OF FILL. EACH LIFT SHALL EXTEND BEYOND THE FINAL LIMITS OF THE EMBANKMENT SLOPE. EACH LAYER WHERE AREAS ON WHICH FILL IS TO BE PLACED SHALL BE SCARIFIED PRIOR TO PLACEMENT. THE EMBANKMENT SHALL BE CONSTRUCTED TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT, IF COMPACTION IS OBTAINED WITH HAULING EQUIPMENT. IF
COMPACTORS ARE USED, THE OVERBUILD MAY BE REDUCED BY 5%.
5. COMPACTION OF THE EARTHFILL MATERIAL SHALL BE MONITORED IN ACCORDANCE WITH THE STANDARD PROCTOR COMPACTION TEST (ASTM D698). FOR THE STANDARD PROCTOR COMPACTION TEST, A REASONABLE RANGE OF ALLOWABLE WATER CONTENTS IS MINUS 2 PERCENT TO PLUS 4 PERCENT OPTIMUM. EMBANKMENT SHALL BE COMPACTED TO NO LESS THAN 95% OF THE DETERMINED DRY WEIGHT DENSITY PER ASTM D-1556. EARTHFILL AT TIME OF COMPACTION OF THE DETERMINED MOISTURE CONTENTS PER ASTM D-2216.
6. STABILIZATION: SEEDING AND MULCHING OF DISTURBED AREAS SHALL CONFORM TO THE RECOMMENDATIONS ON THE EROSION
AND SEDIMENTATION CONTROL DETAILS.
SHOTCRETE NOTES :
1. CONCRETE SHALL BE 5,000 PSI, 5% TO 7% AIR ENTRAINED.
2. MINIMUM THICKNESS OF THE APPLIED SHOTCRETE SHALL BE 2 INCHES. THE MAXIMUM THICKNESS OF THE APPLIED SHOTCRETE
SHALL BE 3 INCHES.
3. SURFACE SHALL BE FLOAT FINISH THROUGHOUT (TROWELLING INCLUDED).
4. CONCRETE SURFACE SHALL BE PRESSURE WASHED. APPLY AIR PRESSURE TO REMOVE DEBRIS FROM DAM SURFACE.
5. ALL JOINTS SHALL BE PRESSURE WASHED AND ALL JOINTS SHALL BE SEALED SIKA SIKAFLEX-1A.
6. REMOVE TREE DEBRIS FROM FACE OF DAM STRUCTURE AND CONCRETE APRON.
SLUICE GATES NOTES:
1. ALL GATES REMOVED, SANDBLASTED, AND CLEANED BY DEER LAKE BOROUGH SHALL BE RESET THE CONTRACTOR AFTER
SHOTCRETE HAS BEEN APPLIED TO THE DAM STRUCTURE. ALL GATES SHALL BE WATERTIGHT.
2. LUBRICATE ALL GATES AND RESTORE GATES TO GOOD OPERATING CONDITION.
3. SLUICEWAYS SHALL BE RESURFACED WITH ABEL RECON SPRAYROQ SPRAY POLYURETHANE LINING PER THE SPECIFICATIONS.
4. ALL TRASH CAGES REMOVED, SANDBLASTED, AND CLEANED BY DEER LAKE BOROUGH SHALL BE RESET BY THE CONTRACTOR AFTER SHOTCRETE HAS BEEN APPLIED TO THE DAM STRUCTURE. ALL JOINTS BETWEEN EACH SECTION SHALL BE REINFORCED WITH
A FIELD WELD JOINT.
5. INSTALL POWER SUPPLY SCREW LIFTER SLUICE GATE ACTUATORS WITH SLUICE GATE STEM FOR EACH SLUICE GATE.
A. CONCRETE SPILLWAY RESURFACING:
1. ACCESS TO THE CONCRETE SPILLWAY SHALL BE FROM PARKWAY DRIVE AND ASH STREET.
2. INSTALL SANDBAG COFFERDAM PER THE DETAIL WHERE SHOWN ON THE PLAN. COFFERDAMS SHALL BE PLACED TO ALLOW PINE CREEK
TO FLOW THROUGH THE DAM SLUICE GATE DURING ALL PHASES OF CONSTRUCTION.
3. CLEAR SHRUBS AND UNDERGROWTH WHERE SHOWN ON THE PLAN. TREES, SHRUBS AND UNDERGROWTH SHALL BE REMOVED FROM THE WESTERN DAM EMBANKMENT AND 20 FEET FROM THE TOE OF SLOPE. TREES 6" MIN. CAL. OR GREATER, MEASURED ONE (1') FOOT ABOVE FINISHED GRADE, SHALL REMOVE THE ROOTBALL AND THE ROOTBALL EXTRACTION AREA SHALL BE BACKFILLED AND COMPACTED PER THE EARTHFILL SPECIFICATIONS. THE REMOVAL OF UNDESIRABLE GROWTH SHALL BE REMOVED DURING THE OPERATION TO RESURFACE THE CONCRETE SPILLWAY. THE TREES AND SHRUBS LOCATED ADJACENT TO DEER LAKE & WEST BRUNSWICK FIREHOUSE SHALL REMAIN.
4. THE REMOVAL OF DEBRIS AND REMOVAL OF UNDERGROWTH ALONG THE CONCRETE APRON IN THE STILLING BASIN SHALL BE REMOVED
DURING THE RESURFACING OF THE CONCRETE APRON.
5. THE SURFACE OF THE SPILLWAY SHALL BE PREPARED BY HIGH PRESSURE WATER BLASTING (2,500 - 5,000 PSI) TO REMOVE DETERIORATED CONCRETE, DIRT AND OTHER BOND INHIBITING MATERIALS FROM THE SURFACE. SURFACE MILLING SHALL BE LIMITED TO AREAS WHERE LOOSE CONCRETE NEEDS TO BE REMOVED TO RESURFACE THE TOP OF CONCRETE SPILLWAY. DURING THIS PROCESS, ALL JOINTS AND
CRACKS ALONG THE SPILLWAY SHALL BE CLEANED AND SEALED WITH SKIKAFLEX 1A.
6. SHOTCRETE SHALL BE APPLIED TO THE FRONT, BACK AND TOP OF DAM CONCRETE SPILLWAY STRUCTURE AND SHALL INCLUDE THE CONCRETE APRON. SHOTCRETE SHALL BE UNFORM FLOAT FINISHED FOR A MAXIMUM THICKNESS OF 3 INCHES (TROWELING INCLUDED).
SHOTCRETE ON TOP OF CONCRETE SPILLWAY STRUCTURE SHALL BE LIMITED TO 1 INCH THICKNESS, FILLING OF ALL JOINTS, AND FILLING
OF DETERIORATED SURFACES. MAXIMUM FINISHED TOP OF SPILLWAY ELEVATION = 480.00.
7. REHABILITATION OF CONCRETE DAM ABUTMENTS AND CORE WALLS WITH SHOTCRETE (AVG. 2" TO 3" THICK). THE CORE WALLS SHALL BE STRUCTURALLY REPAIRED WHERE CONCRETE HAS DETERIORATED BY FORMING THE END OF THE WALL TO A UNFORM AND SMOOTH SURFACE WITH 4,000 PSI CONCRETE CEMENT. SHOTCRETE SHALL BE APPLIED TO EXPOSED SURFACE OF THE CONCRETE ABUTMENTS AND CORE WALL ON EACH SIDE OF THE DAM. SHOTCRETE SHALL BE UNFORM FLOAT FINISHED FOR A MAXIMUM THICKNESS OF 3 INCHES (TROWELING INCLUDED) THROUGHOUT THE CONCRETE WALL AND END OF WALL EXTENDING UP OVER THE TOP OF CORE WALL.
8. THE THREE (3) SLUICEWAYS SHALL BE SPRAYED WITH SPRAYROQ A MAXIMUM THICKNESS OF ¼ INCH. THE SLUICEWAYS SHALL BE
PROPERLY PREPARED FOLLOWING SPRAYROQ REQUIREMENTS AND RECOMMENDATIONS.
9. THE SLUICE GATES AND ASSOCIATED APPURTENANCES SHALL BE LUBRICATED AND RESTORED TO GOOD OPERATING CONDITION. RESEAT GATES AS NECESSARY TO PROVIDE A WATERTIGHT CONNECTION. THE SLUICE GATE GUIDE RAILS SHALL BE SET ON THE CONCRETE SPILLWAY STRUCTURE AFTER SHOTCRETE IS APPLIED TO ALLOW THE GATES TO PROPERLY SEAT.
10. THE TRASH CAGES SHALL BE REMOVED, ALL BOLTS AND ANCHOR BOLTS SHALL BE REPLACED. THE TRASH CAGES SHALL BE PROPERLY MOUNTED TO CONCRETE DAM STRUCTURE AFTER SHOTCRETE IS APPLIED. THE TRASH CAGES SHALL BE FABRICATED TO EXTEND 36
INCHES TO PROTECT THE SLUICE GATE ACTUATORS INSTALLED PER DETAIL.
11. INSTALL PROPOSED SLUICE GATE ACTUATORS AT EACH SLUICE GATE AND SHALL BE INSTALLED PER DETAIL. ATTACH ALUMINUM CONDUIT TO THE BACK FACE OF CONCRETE SPILLWAY STRUCTURE AND ALL JOINTS SHALL BE WATERTIGHT. THE ACTUATOR SHALL BE PLACED AND
PROTECTED BY THE TRASH CAGES.
12. INSTALL GALVANIZED CHAIN LINK FENCE AND MAN GATE AT EACH END OF THE CONCRETE SPILLWAY WHERE SHOWN ON THE PLAN.
13. AFTER FINAL SITE STABILIZATION FOR WORK ASSOCIATED WITH THE CONCRETE SPILLWAY, CONCRETE APRON, SLUICE GATES, AND TRASH CAGES HAVE BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON. THE BANK SLOPE PROTECTION DISTURBED DURING THE CONCRETE SPILLWAY AND CONCRETE APRON RESURFACING SHALL BE STABILIZED WITH R-7 STONE FROM TOP OF SLOPE TO BOTTOM OF STILLING BASIN. THE CONTRACTOR SHALL NOTIFY THE BOROUGH ENGINEER FOR A SITE INSPECTION PRIOR TO THE REMOVAL OF E&S BMPS.
B. SECONDARY STRUCTURE RESURFACING (ALTERNATE BID):
1. ACCESS TO THE CONCRETE SECONDARY STRUCTURE SHALL BE FROM LAKE FRONT DRIVE UTILIZING THE ROCK CONSTRUCTION
ENTRANCE INTO DEER LAKE POND.
2. THE REMOVAL OF DEBRIS AND REMOVAL OF UNDERGROWTH ALONG THE CONCRETE SECONDARY STRUCTURE SHALL BE REMOVED
DURING THE RESURFACING OF THE CONCRETE SECONDARY STRUCTURE.
3. THE SURFACE OF THE CONCRETE SECONDARY STRUCTURE SHALL BE PREPARED BY HIGH PRESSURE WATER BLASTING TO REMOVE DETERIORATED CONCRETE, DIRT AND OTHER BOND INHIBITING MATERIALS FROM THE SURFACE. DURING THIS PROCESS, ALL JOINTS AND CRACKS ALONG THE FACE OF THE CONCRETE SECONDARY STRUCTURE SHALL BE CLEANED AND SEALED WITH SKIKAFLEX 1A.
4. SHOTCRETE SHALL BE APPLIED TO THE SURFACE OF THE CONCRETE SECONDARY STRUCTURE. SHOTCRETE SHALL BE UNFORM FLOAT
FINISHED FOR A MAXIMUM THICKNESS OF 3 INCHES (TROWELING INCLUDED).
5. AFTER FINAL SITE STABILIZATION FOR WORK ASSOCIATED WITH THE CONCRETE SECONDARY STRUCTURE HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON. THE BANK SLOPE PROTECTION DISTURBED DURING THE CONCRETE SECONDARY STRUCTURE RESURFACING SHALL BE STABILIZED WITH R-7 STONE CHOKED WITH R-3 STONE FROM TOP OF SLOPE TO BOTTOM OF CHANNEL. THE CONTRACTOR SHALL NOTIFY
THE BOROUGH ENGINEER FOR A SITE INSPECTION PRIOR TO THE REMOVAL OF E&S BMPS.
C. SEDIMENT BASIN 1 CONSTRUCTION:
1. ACCESS TO SEDIMENT BASIN 1 SHALL BE FROM PARKWAY DRIVE WHERE SHOWN ON THE PLAN. A ROCK CONSTRUCTION ENTRANCE SHALL
BE PROVIDED IN THE STONE PARKING AREA WHERE SHOWN ON THE PLAN.
2. DIVERT PINE CREEK FROM THE OUTFALL AT DREHERSVILLE ROAD INTO DIVERSION CHANNEL, TRIBUTARY TO DEER LAKE POND BY
CONSTRUCTING COFFERDAM AT SANDBAG COFFERDAM LOCATION #2.
3. REMOVE AND REPLACE THE SEDIMENT BASIN 1 STEM WALL. PUMP WATER OUT OF THE WORK AREA, AS NECESSARY, THROUGH A DIRT FILTER BAG. CONSTRUCT SEDIMENT BASIN 1 CONCRETE WALL. FINISHED TOP OF SEDIMENT BASIN WALL ELEVATION = 480.00.
4. REMOVE ANY AND ALL DEBRIS FROM SEDIMENT BASIN 1 AND TRANSPORT OFF SITE TO AN APPROVED DUMP SITE.
5. INSTALL R-7 STONE CHOKED WITH R-3 STONE ALONG THE EAST BANK OF PINE CREEK FROM SEDIMENT BASIN 2 TO WHERE PINE CREEK
ENTERS INTO SEDIMENT BASIN 1 WHERE SHOWN ON THE PLAN.
6. THE TOP SURFACE OF SEDIMENT BASIN 2 CONCRETE WALL SHALL BE PREPARED BY HIGH PRESSURE WATER BLASTING TO REMOVE DETERIORATED CONCRETE, DIRT AND OTHER BOND INHIBITING MATERIALS FROM THE SURFACE. INSTALL SHOTCRETE CAP ON SEDIMENT BASIN 2 TO FINISH ELEVATION 480.00. SHOTCRETE SHALL BE UNFORM FLOAT FINISHED FOR A MAXIMUM THICKNESS OF 3 INCHES
(TROWELING INCLUDED).
7. AFTER THE FINAL SITE STABILIZATION FOR WORK ASSOCIATED WITH SEDIMENT BASIN CONCRETE WALL HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON. THE BANK SLOPE PROTECTION DISTURBED DURING SEDIMENT BASIN 1 AND BASIN 2 CONCRETE WALL CONSTRUCTION SHALL BE STABILIZED WITH R-7 STONE CHOKE WITH R-3 STONE FROM TOP OF SLOPE TO BOTTOM OF SEDIMENT BASIN. REMOVE ROCK CONSTRUCTION ENTRANCE AND RESTORE STONE PARKING AREA WITH 2A MODIFIED STONE. THE CONTRACTOR SHALL NOTIFY THE BOROUGH ENGINEER
FOR A SITE INSPECTION PRIOR TO THE REMOVAL OF E&S BMPS.
D. DIVERSION CHANNEL SEDIMENT CONCRETE WALL CONSTRUCTION:
1. ACCESS TO SEDIMENT WALL CONSTRUCTION IN THE DIVERSION CHANNEL SHALL BE FROM LAKE FRONT DRIVE BY WAY OF THE EXISTING
GRAVEL ROAD ADJACENT TO THE DIVERSION CHANNEL.
2. DIVERT PINE CREEK FROM THE OUTFALL AT DREHERSVILLE ROAD INTO SEDIMENT BASIN 1, TRIBUTARY TO DEER LAKE POND BY
CONSTRUCTING COFFERDAM AT SANDBAG COFFERDAM LOCATION #1.
3. INSTALL SEDIMENT WALLS 3 AND 4 CONCRETE WALLS IN DIVERSION CHANNEL WHERE SHOWN ON THE PLAN. PUMP WATER OUT OF THE WORK AREA, AS NECESSARY, THROUGH A DIRT FILTER BAG. FINISHED TOP OF CONCRETE WALL ELEVATION = 480.00.
4. REMOVE ANY AND ALL DEBRIS FROM DIVERSION CHANNEL AND TRANSPORT OFF SITE TO AN APPROVED DUMP SITE.
5. INSTALL R-7 STONE CHOKED WITH R-3 STONE ALONG THE WEST BANK OF THE DIVERSION CHANNEL, 50-FEET DOWN STREAM OF SEDIMENT WALL TYING INTO THE R-7 STONE INSTALLED ALONG THE EAST BANK IN SEDIMENT BASIN 2 WHERE SHOWN ON THE PLAN.
6. AFTER THE FINAL SITE STABILIZATION FOR WORK ASSOCIATED WITH SEDIMENT CONCRETE WALL IN THE DIVERSION CHANNEL HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON. RESTORE STONE PARKING AREA AND GRAVEL ROAD, AS DIRECTED BY THE ENGINEER, WITH 2A MODIFIED STONE. THE CONTRACTOR SHALL NOTIFY THE BOROUGH ENGINEER FOR A SITE INSPECTION PRIOR TO THE REMOVAL OF E&S BMPS.
4. WHEN ALL WORK IN DEER LAKE POND, PINE CREEK, SEDIMENT BASIN 1, AND DIVERSION CHANNEL ARE COMPLETE, THE COFFERDAMS SHALL BE REMOVED. RESTORE THE FLOW THROUGH THE POND, WHICH WILL ALLOW THE SURFACE WATER TO SEEK ITS LEVEL THROUGH
THE RESTORED DIVERSION CHANNEL, SEDIMENT BASINS 1 AND 2, AND DEER LAKE POND.
5. PRIOR TO REMOVING THE E&S BMP'S, THE CONTRACTOR SHALL CONTACT THE BOROUGH ENGINEER FOR A SITE INSPECTION.
6. REMOVE REMAINING TEMPORARY E&S BMP'S (I.E. ROCK CONSTRUCTION ENTRANCE) WHEN TRIBUTARY AREAS ARE STABILIZED WITH A MINIMUM 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.
NOTE: PRIOR TO REMOVING THE E&S BMP'S, THE CONTRACTOR SHALL CONTACT THE BOROUGH ENGINEER FOR A SITE INSPECTION.
AutoCAD SHX Text At
AutoCAD SHX Text
EXIST. 100YR FLOOD PLAIN
AutoCAD SHX Text Conc.
AutoCAD SHX Text Conc.
AutoCAD SHX Text
RCE
AutoCAD SHX Text
RCE
AutoCAD SHX Text
CW
AutoCAD SHX Text
CW
NORTH
TRASH RACK &
SLUICE GATE
TRASH CAGE AND
SLUICE GATE
TRASH CAGE AND
SLUICE GATE
EXISTING CONCRETE
CORE WALL
EXISTING CONCRETE
CORE WALL
EXISTING
CONCRETE SPILLWAY
ELEV = 479.82
(TO BE RESURFACED)
FINISHED GRADE= 480.00
EXISTING CONC. APRON
ELEV = 471.34
(TO BE RESURFACED)
PROVIDE AREA TO
PREVENT SANDBLASTING
FROM ENTERING INTO
THE CREEK
EXISTING CONCRETE
WALL TO BE
RESURFACED
DEER LAKE
STILLING
BASIN
PIN
E
C R
E E
K
FACE OF CONCRETE
SPILLWAY
EXISTING CONCRETE APRON
NOTE:
REMOVE DEBRIS AND UNDERGROWTH
FROM CONCRETE APRON.
48" TREE
TO REMAIN
PROPOSED
CHAINLINK FENCE
W/ GATE
PROPOSED
CHAINLINK FENCE
W/ GATE
APPROX. 10'
REPAIR AND RESURFACE
EXISTING CONCRETE WALL
APPROX. 15'
EXISTING STONE
SLOPE PROTECTION
EXISTING CONCRETE
WALL TO BE RESURFACED
EXISTING CONC. SPILLWAY TO
BE MILLED 1" (APPROX. 200 SF)
AS-BUILT ELEV. = 471.34
R = 5'
ARC SURFACE LENGTH= 5.2'
SURFACE LENGTH = 7'
SLUICEWAY
SLUICEWAY
SLUICEWAY
TOP OF SPILLWAY
AS-BUILT ELEV. = 479.82
PROPOSED ELEV.= 480.00
FACE OF CONCRETE SPILLWAY
TOP OF CORE WALL
AS-BUILT ELEV. = 483.10
EXPOSED PORTION OF
CORE WALL TO BE
RESURFACED
DAM SPILLWAY SECTION
NOT TO SCALE
SCALE: HORIZ. 1" = 10'
VERT. 1" = 10'
DAM SPILLWAY PLAN
SCALE 1" = 20'
DAM SPILLWAY ELEVATION SECTION
TOP OF CORE WALL
AS-BUILT ELEV. = 482.78
CONCRETE APRON
AS-BUILT ELEV. = 471.34 ±
REPAIR AND RESURFACE CONCRETE SPILLWAY AND
CONCRETE APRON FOLLOWING SPECIFICATION
REQUIREMENTS FOR SHOTCRETE.
EXISTING CREEK BED
REPAIR AND RESURFACE CONCRETE SPILLWAY AND
CONCRETE APRON FOLLOWING SPECIFICATION
REQUIREMENTS FOR SHOTCRETE.
BYREVISIONDATENO.
SITUATE IN
CADD FILE NAMEDRAWN BY CHECKED APPROVED
DRAWING NUMBERSCALEDATE
5-C203.dwg
C C
O
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HT
- S ys te m s D es ig n
En gi ne er in g, In c.
I:\
Pr oj ec ts
\D ee r L ak e Bo ro ug h\
-1
0-
D
C
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-G re en w ay s, Tr ai ls an d R ec re at io n G ra nt
P ro je ct
\D ra w in gs \S he et s\ 5-
C
3.
d w g
- O ct ob er
6, :1 am b y 'm ig ue ll'
1032 JAMES DR. LEESPORT, PA 19533
PHONE: 610.916.8500 FAX: 610.916.8501
BOYERTOWN, PA 610.369.1319
SCHUYLKILL HAVEN, PA 570.385.5549
SDESYSTEMS DESIGN
ENGINEERING, INC
9/29/2025
MAL
AS NOTED
ATL ATL SHEET 5 OF 8
D-24-1470-0112-C203
DEER LAKE BOROUGH
CROSS SECTIONS
BOROUGH OF DEER LAKE SCHUYLKILL COUNTY PENNSYLVANIA
DEER LAKE DAM INFRASTRUCTURE REPAIRS, RENOVATIONS AND UPGRADES
DEER LAKE DAM D54-112
ENGINEER CERTIFICATION
I, ALFRED TY LEINNEWEBER, DO HEREBY CERTIFY PURSUANT TO THE PENALTIES OF 18 Pa. CSA, SECTION 4904 TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THAT THE INFORMATION CONTAINED IN THE ACCOMPANYING PLANS, SPECIFICATIONS, AND REPORTS HAS BEEN PREPARED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE, IS TRUE AND CORRECT, AND IS IN CONFORMANCE WITH
CHAPTER 105 OF THE RULES AND REGULATIONS OF THE DEPARTMENT OF ENVIRONMENTAL
PROTECTION.
ALFRED TY LEINNEWEBER, P.E. DATE
LIC NO. PE075849
INTERMEDIATE CONTOURS
INDEX CONTOURS
LEGEND
EXISTING FEATURES
E&SC FEATURES
12" COMPOST SOCK
FENCE
RIGHT-OF-WAY LINE
EXISTING FEATUREOBLIQUE TEXT
ADJOINER LINE
WATERCOURSE
EDGE OF CARTWAY
SOIL LINE AND TYPEJnB
SAND BAG COFFERDAM
FLOODPLAIN
WETLANDS
STONE PROTECTION
CONCRETE WASHOUTCW
TO BE REMOVEDT.B.R.
DEER LAKE SPILLWAY
REPAIR LIMITS
FACE OF WALL
(LAKE SIDE)
ALL EXPOSED
SURFACES TO
BE RESURFACED
TOP OF WALL
ALL EXPOSED SURFACES
TO BE RESURFACED
FACE OF WALL
(DOWNSTREAM SIDE)
ALL EXPOSED SURFACES
TO BE RESURFACED
FACE OF SPILLWAY
(LAKE SIDE)
TO BE RESURFACED
SEE DAM SPILLWAY
SECTION DETAIL
EXISTING STONE
SLOPE PROTECTION
DOWNSTREAM SIDE
OF THE DAM
TYPICAL SECTION VIEW SPILLWAY
EXISTING STONE
SLOPE PROTECTION
TOP OF
SPILLWAY
TOP OF WALL
TO BE RESURFACEDALL EXPOSED
SURFACES OF
WALL TO BE RESURFACED
NOT TO SCALE
CORE WALL CROSS SECTION
FACE OF THE SPILLWAY
SPILLWAY AND CONCRETE WALL CROSS SECTION
APPLY SHOTCRETE ON
TOP, FRONT, AND
ALL EXPOSED AREAS
OF CONCRETE WALL
FACE OF SPILLWAY
(LAKE SIDE)
TO BE RESURFACED
LAKE SIDE
DOWNSTREAM SIDE
OF THE DAM
REPAIR AND RESURFACE CONCRETE
SPILLWAY FOLLOWING SPECIFICATION
REQUIREMENTS FOR SHOTCRETE
REPAIR AND RESURFACE CONCRETE
APRON FOLLOWING SPECIFICATION
REQUIREMENTS FOR SHOTCRETE
REPAIRS AT THE TOP OF THE SPILLWAYSHALL BE LIMITED TO
SEALING JOINTS AND FILLING HOLES, FINISHED GRADES=
480.00, MAINTAIN SPILLWAY SLOPE
LAKE BED
CREEK BED
END RESURFACING WHERE WALL
MEETS GRADE. NOTCH EXISTING WALL
TO ALLOW FOR MINIMUM THICKNESS
OF 2 INCHES OF SHOTCRETE.
TAPER SHOTCRETE TO
MATCH EXISTING WALL ELEVATION.
END RESURFACING WHERE WALL
MEETS GRADE. NOTCH EXISTING WALL
TO ALLOW FOR MINIMUM THICKNESS
OF 2 INCHES OF SHOTCRETE.
TAPER SHOTCRETE TO
MATCH EXISTING WALL ELEVATION.
TOP OF CORE WALL
AS-BUILT ELEV. = 482.90
(PROPOSED 483.15)
EXPOSED PORTION TO BE
RESURFACED
EXISTING STONE
SLOPE PROTECTION
PROPOSED
EL. 480.00
X
6' 2'
2'
2' 2'
3' 0.
2'
8.
' 2'
2' 0.
2'
2'
2' 0.
2'
6' 4'
2'
PROPOSED CHAIN
LINK FENCE
WITH GATE
(SEE DETAIL)
PROPOSED CHAIN LINK FENCE
WITH GATE
(SEE DETAIL)
SPRAYROQ
BOTTOM, TOP, AND SIDE
REPAIRS AT THE TOP OF THE SPILLWAY
SHALL BE LIMITED TO SCALING JOINTS
AND FILLING HOLES
PROPOSED ELEV. 479.72
AS-BUILT ELEV. 479.54
PROPOSED ELEV. 480.00
AS-BUILT ELEV. 479.82
LAKESIDE
N.T.S.
N.T.S.
SLUICEWAY SHALL BE RESURFACED WITH
ABEL RECON SPRAYROQ SPRAY POLYRETHANE
LINING 1/4" INCH THICK
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text
BYREVISIONDATENO.
SITUATE IN
CADD FILE NAMEDRAWN BY CHECKED APPROVED
DRAWING NUMBERSCALEDATE
6-C501.dwg
C C
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- S ys te m s D es ig n
En gi ne er in g, In c.
I:\
Pr oj ec ts
\D ee r L ak e Bo ro ug h\
-1
0-
D
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-G re en w ay s, Tr ai ls an d R ec re at io n G ra nt
P ro je ct
\D ra w in gs \S he et s\ 6-
C
1.
d w g
- O ct ob er
9, 8:
a m b y 'm ig ue ll'
1032 JAMES DR. LEESPORT, PA 19533
PHONE: 610.916.8500 FAX: 610.916.8501
BOYERTOWN, PA 610.369.1319
SCHUYLKILL HAVEN, PA 570.385.5549
SDE SYSTEMS DESIGN
ENGINEERING, INC
9/29/2025
DRH
NONE
SHEET 6 OF 8
D-24-1470-0112-C501
DEER LAKE BOROUGH
DETAILS
BOROUGH OF DEER LAKE SCHUYLKILL COUNTY PENNSYLVANIA
DEER LAKE DAM INFRASTRUCTURE REPAIRS, RENOVATIONS AND UPGRADES
HURRICANE IDA REPAIRS
PROPOSED WALL
3/4" CHAMFER (TYP.)
PROPOSED WALL
* TREMCO BENTONIITE
SUPERSTOP WATERSTOP FILL WITH SKIKAFLEX 1A
(TYP.)
* APPLY BENTONITE WATERSTOP MATERIAL TO
SEAL COLD JOINTS IN CONCRETE AND TO
PREVENT WATER MIGRATION THROUGH
CONSTRUCTION JOINTS BELOW GRADE.
#5 BARS @ 10 IN
O.C. VERTICAL EA.
18"
6'
1'
6'
#4 BARS @ 10 IN
O.C. HORIZONTAL
PROP.
___ LF
CONCRETE
FOOTING
PROPOSED 33 LF
RETAINING WALL
DIVERSION
CHANNEL FROM
PINE CREEK
SOIL COVER
2"
#5 BARS @ 10 IN
O.C. HORIZONTAL#5 BARS @ 10 IN
O.C. HORIZONTAL #4 BARS @ 10 IN
O.C. HORIZONTAL
3" 3"
5'
2' 3'
TOP ELEV. W.S.= 480.00
24" 24"24"
3" 3"
/4
14"
CONSTRUCTION JOINT DETAIL
NOTE: INSTALL CONTROL JOINT
EVERY 11 FT.
#5 BARS @ 10 IN
O.C. VERTICAL EA.
18"
6'
1'
6'
#4 BARS @ 10 IN
O.C. HORIZONTAL
PROP.
___ LF
CONCRETE
FOOTING
PROPOSED 115 LF
RETAINING WALL
SEDIMENTATION
BASIN #2 SEDIMENTATION
BASIN #1
SOIL COVER
2"
#5 BARS @ 10 IN
O.C. HORIZONTAL#5 BARS @ 10 IN
O.C. HORIZONTAL #4 BARS @ 10 IN
O.C. HORIZONTAL
3" 3"
5'
2' 3'
TOP ELEV. W.S.= 480.00
24" 24"24"
3" 3"
/4
14"
NOTE: INSTALL CONTROL JOINT
EVERY 19 FT.
#5 BARS @ 10 IN
O.C. VERTICAL EA.
18"
6'
1'
6'
#4 BARS @ 10 IN
O.C. HORIZONTAL
PROP.
___ LF
CONCRETE
FOOTING
PROPOSED 45 LF
RETAINING WALL
INTO
LAKE DIVERSION
CHANNEL
SOIL COVER
2"
#5 BARS @ 10 IN
O.C. HORIZONTAL#5 BARS @ 10 IN
O.C. HORIZONTAL
#4 BARS @ 10 IN
O.C. HORIZONTAL
3" 3"
5'
2' 3'
TOP ELEV. W.S.= 480.00
24" 24"24"
3" 3"
/4
14"
NOTE:
1. INSTALL CONTROL JOINT
EVERY 9 FT.
2. PLACE BACK OF WALL 5' FROM
TWIN 96" STEEL PIPES
SEDIMENT BASIN #1 - WALL #1 SECTION A-A
DIVERSION CHANNEL - WALL #3 SECTION B-B
DIVERSION CHANNEL - WALL #4 SECTION C-C
115"
19"20"
CONTROL
JOINTS
(TYP.)
SEDIMENT BASIN #1 - WALL #1 NORTH ELEVATION VIEW
A
A
B
B
C
C
DIVERSION CHANNEL - WALL #3 NORTH ELEVATION VIEW
DIVERSION CHANNEL - WALL #4 NORTH ELEVATION VIEW
1' -1
0"
2'-0"
2'-0"
SLUICE GATE
1' -1
0"
2'-0"
2'-0"
SLUICE GATE
CONTROL
JOINTS
(TYP.)
CONTROL
JOINTS
(TYP.)
33'
45'
3' -1
1"
" H
D
PE
PI
PE
11"
11.5" 6'
11'
17"
7" 7"
7' -8
12"
19'
" H
D
PE
PI
PE
11'
19'
12"
3"
6'
2" NOTCH
TO REMAIN
(ALTERNATE BID)
EXISTING SECONDARY OUTFALL WORKS
PARTS
NO. NAME
1 GUIDERAIL
2 GUIDERAIL
3 BEARING STRIP
4 SLIDE
5 STRONGRIB
6 ANCHOR BOLT w/NUT
7 FLUSHBOTTOM SEAL
8 GUIDERAIL
STANDARD
HANDHOLE
OPTIONAL
PIPEGRIP
HANDLE 6"
4 2 3 6 12" DIA. ANCHOR
PROJECT 1-1/2"
MASTIC GASKET
(BY OTHERS)
3/
" 2 3/4"
ALUMINUM STOP GATE
SECTION C
NOTE:
1. FOR PRELIMINARY DESIGN PURPOSES ONLY.
2. DO NOT USE FOR INSTALLATION UNLESS
PART OF CERTIFIED AND APPROVED SUBMITTAL.
2"
2" B
SURFACE MOUNT TYPE
C
SECTION B
STAINLESS STEEL SLUICE GATE
TYPICAL SPECIFICATION
GUIDES
THE GATE FRAME SHALL BE A RIGID, WELDED UNIT WITH A CLEAR OPENING THE SAME SIZE AS THE WATERWAY, UNLESS OTHERWISE SPECIFIED. THE GUIDES SHALL BE OF STRUCTURE OR STAINLESS STEEL SHAPES OR SHAPES
OR ALUMINUM EXTRUSIONS. THE GUIDES WILL BE OF THE LENGTH SPECIFIED.
SLIDE
THE SLIDE SHALL BE PLATE REINFORCED WITH STRUCTURAL SHAPES WELDED TO THE PLATE. THE SLIDE SHALL NOT
DEFLECT MORE THAN 1/360 OF THE SPAN OF THE GATE UNDER MAXIMUM HEAD.
FLUSHBOTTOM CLOSURE
WHEN INDICATED ON THE PLANS OR IN THE GATE SCHEDULE, GATES SHALL BE FURNISHED WITH A FLUSH SEAL ARRANGEMENT. A RESILIENT NEOPRENE SEAL SHALL BE SECURELY ATTACHED TO THE FRAME ALONG THE INVERT, AND SHALL EXTEND TO THE DEPTH OF THE GUIDE GROOVE.
"J" BULB SEALS
WHEN AN UNSEATING HEAD IS SHOWN ON THE PLANS, OR SPECIFIED IN THE GATE SCHEDULE, THE GATE SHALL BE PROVIDED WITH "J" BULB SELAS ALONG THE SIDES OF THE GATE. SEALS SHALL BE MOUNTED EITHER ON THE FRAME OR SLIDE, SUCH THAT SEALS DO NOT PROTRUDE INTO THE SPECIFIED OPENING OF THE GATE.
GATES SHALL BE FURNISHED COMPLETE WITH ULTRA HIGH MOLECULE WEIGHT (U. H. M. W.) POLYMER SEATS WHICH
CONTACT THE SLIDE FACE.
MATERIAL
FRAMES AND SLIDES
STAINLESS STEEL - ASTM A-276, TYPE 304 OR 316.
FASTENERS AND ANCHOR BOLTS
STAINLESS STEEL - ASTM A-276, TYPE 304 OR 316
FINISH
MILL FINISH ON ALL STAINLESS STEEL
3' -0
2' WIDE
PERSONNEL
GATE
WIRE FABRIC
TOP RAIL
4"Ø SCH. 40 STL. PIPE
GATE POSTS
STRETCHER BAR
18" X 12"L (MIN.)
FORM
TENSION WIRE
WEST ABUTMENT PERSONNEL GATE
4' WIDE FENCE 4' WIDE FENCE
"KEEP OFF
SPILLWAY
AND
ROCKS"
SIGN
2'
NOTES:
1. SAW-CUT GROOVE OR TERMINATION KEYS SHALL BE PROVIDED AT EACH END OF SLUICEWAY
AND SHALL BE PROVIDED AT TOP, BOTTOM, AND ALL SIDES OF THE SLUICEWAY.
2. SAW-CUT GROOVES OR TERMINATION KEYS BEFORE LAST CLEANING OF THE STRUCTURE.
3. SPRAYROQ SHALL BE APPLIED IN SLUICEWAY BEFORE SHOTCRETE IS APPLIED TO DAM STRUCTURE.
SLUICEWAY SPRAYROQ CUTTING GROOVE
LATCH
9 GAUGE BLACK VINYL
COATED GALVANIZED
CHAIN LINK FENCE
8'
HINGE
HINGE
ANCHOR FENCE TO CONCRETE
ABUTMENT WITH 5/8" STAINLESS
STEEL ANCHORING BOLT
1"
1/ 4"
45°
1/4"
L= SLUICEWAY
2' X 3' SLUICEWAY
DOWNSTREAM SIDE
OF CONCRETE
SPILLWAY
UPSTREAM SIDE
CONCRETE SPILLWAY
* LOCATION OF CUTTING GROOVE PER SPRAYROQ
MANUFACTURE'S RECOMMANDATION'S.
2' X 6' GATE
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY ALL
DIMENSIONS.
2. EXISTING 2" NOTCH SHALL REMAIN.
3. EXISTING SECONDARY OUTFALL
STRUCTURE SHALL BE REHABILITATED
WITH SHOTCRETE (AVG. 2" TO 3" THICK).
WEST ABUTMENT
2' WIDE
PERSONNEL
GATE
WIRE FABRIC
TOP RAIL
4"Ø SCH. 40 STL. PIPE
GATE POSTS
STRETCHER BAR
18" X 12"L (MIN.)
FORM
TENSION WIRE
EAST ABUTMENT PERSONNEL GATE
4' WIDE FENCE 4' WIDE FENCE
"KEEP OFF
SPILLWAY
AND
ROCKS"
SIGN LATCH
9 GAUGE BLACK VINYL
COATED GALVANIZED
CHAIN LINK FENCE
HINGE
HINGE
ANCHOR FENCE TO CONCRETE
ABUTMENT WITH 5/8" STAINLESS
STEEL ANCHORING BOLT
2' X 6' GATE
6" DIAMETER
CONCRETE
1' WIDE
EXISTING
CONCRETE
CORE WALL
CONCRETE
APRON
3' -0
GROUND
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N.T.S.
SANDBAG/
COFFER DAM
LIMIT OF
DISTURBANCE
(16,613 S.F.)
EXISTING SILT DAM WALL
(TO BE REPLACED)
2 FT. MIN. WALL
EMBEDDED INTO BANK
2 FT. MIN. WALL
EMBEDDED INTO BANK
2 FT. MIN.
WALL EMBEDDED
INTO BANK
2 FT. MIN. WALL
EMBEDDED INTO BANK
PROPOSED 33'
SILT DAM WALL #3
(TOP OF CONCRETE WALL
ELEV. 480.00)
2 FT. MIN. WALL
EMBEDDED INTO BANK
2 FT. MIN. WALL
EMBEDDED INTO BANK
PROPOSED 115'
SILT DAM WALL #1
(TOP OF CONCRETE WALL
ELEV. 480.00)
LIMIT OF
DISTURBANCE
(2,960 S.F.)
LIMIT OF
DISTURBANCE
(3,943 S.F.)
SANDBAG / COFFER DAM
LOCATION #2
SANDBAG/
COFFER DAM
LOCATION #1
ACCESS TO CONCRETE
WALL #3 AND #4
PINE CREEK
N/F BOROUGH OF DEER LAKE
UPI 42-03-0001.000
N /F
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