1-1-26-2-56-5 Drawings.pdf
PDF 3 MB Posted
- Solicitation number
- 1-26-2-56-5
- Issued by
- Maryland
About this file
This is a project drawings document prepared by Maryland Environmental Service for the Camp Fretterd Military Reservation Potable Supply Well Installation Project (Contract No. 1-26-2-56-5) located in Baltimore County, Maryland. The project involves the drilling, construction, and testing of a new production well (Proposed Well #3) to serve as a backup to existing wells at the military reservation. The drawings include a cover sheet, site plan, proposed well details, and construction specifications. The well installation requires a 10-inch bore hole to an estimated depth of 300 feet, with a 6-inch casing extending to 50 feet and a 6-inch open hole section from 50 to 300 feet. The project is designed by WATEK, with Charles C. Glass, Ph.D., P.E. serving as Executive Director and Managing Director, and Ezgi Kurdoglu as Project Engineer. The contractor must contact Maryland Environmental Service two weeks before construction begins and is required to hire a private utility locating service to mark all impacted utilities at the contractor's expense as part of the base bid.
The project specifications establish detailed construction requirements including final stabilization of all disturbed areas with topsoil and seed per the provided details, removal of unwanted materials and debris with disposal to state-approved off-site facilities, and prohibition on tapping or modifying existing water and sewer mains without MES approval. The drawings include comprehensive details for silt fence installation, stabilized construction entrance, filter bag erosion control, and permanent seeding and sodding specifications. The contractor is responsible for all temporary equipment including pumping, generation, and supplies, as well as detailed water quality laboratory testing. The project disturbs less than 5,000 square feet and is therefore exempt from storm water management and erosion and sediment control permits. All work must be completed with the 50-foot by 50-foot well access area limited to well access, staging, and contractor equipment, with final restoration to original condition upon project completion.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-1-26-2-56-5 Solicitation Only.pdf | ||
| 2-1-26-2-56-5 Bidding Documents.pdf |
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Text version
Glen Falls Rd
Glen Falls
Rd
Rue Saint Lo Dr
Pa rk
D r
Weyw ood Dr
G len Falls Rd
CAMP FRETTERD MILITARY RESERVATION
POTABLE SUPPLY WELL INSTALLATION
PROJECT NO. 1-26-2-56-5
DRAWING INDEX
SHEET NUMBER DESCRIPTION DRAWING NUMBER
1 COVER SHEET G-1
2 SITE PLAN C-1
PROPOSED 3 PROPOSED WELL #3 P-1
CAMP FRETTERDWELL #3 4 DETAILS D-1MILITARY RESERVATION
GENERAL NOTES:
1. CONTACT MARYLAND ENVIRONMENTAL SERVICE TWO WEEKS BEFORE START OF ANY CONSTRUCTION.
2. EXISTING INFORMATION IS BASED ON LIMITED AVAILABLE SKETCHES AND RECORDS. VERIFY THE INFORMATION IN FIELD
FOR EXACT LOCATION OF ALL UTILITIES AND DIMENSIONS OF THE REQUIRED MODIFICATIONS BEFORE ORDERING MATERIAL.
3. THE CONTRACTOR SHALL NOTIFY THE OWNER/ENGINEER OF ANY DIFFERENCES VERIFIED IN THE FIELD CONDITION FROM WHAT IS SHOWN ON THE DRAWINGS PRIOR TO ORDERING MATERIALS AND/OR THE PERFORMANCE OF THE WORK. THE
OWNER/ENGINEER SHALL REVIEW THE DIFFERENCES AND IDENTIFY POSSIBLE IMPACTS TO THE DESIGN SO THAT
APPROPRIATE DIRECTION CAN BE PROVIDED TO THE CONTRACTOR WHEN NECESSARY.
4. FINAL STABILIZATION OF ALL DISTURBED AREAS SHALL BE WITH TOPSOIL AND SEED PER DETAILS ON SHEET D-1.
5. REMOVE UNWANTED MATERIAL AND DEBRIS FROM SITE ON A REGULAR BASIS. STOCK PILING WILL NOT BE ALLOWED.
DISPOSE OF PAVEMENT, CONCRETE, PIPE, UNACCEPTABLE SOIL, ETC. TO A STATE APPROVED OFF-SITE FACILITY.
6. THE CONTRACTOR SHALL NOT TAP OR MODIFY EXISTING WATER AND/OR SEWER MAINS WITHOUT APPROVAL FROM MES.
7. THE CONTRACTOR SHALL NOT OPERATE VALVES ON EXISTING MES WATER AND SEWER MAINS.
8. CONTRACTOR SHALL HIRE PRIVATE UTILITY LOCATING SERVICE TO LOCATE AND MARK ALL IMPACTED UTILITIES IN THE
PROJECT AREAS, AND INCLUDE COST IN BASE BID.POTENTIAL
SECOND
Sunny LnLOCATION OF
NEW WELL
PROPOSED
WELL #3
Waterview Dr Desert Storm Ln
Mansion Dr
APPROXIMATE
LOCATION OFAPPROX. EX. WELL HOUSELOCATION OF
EX. WELL #1
APPROX.
LOCATION OF
EX. WELL #2
MARYLAND ENVIRONMENTAL SERVICE
WATER AND WASTEWATER
CAMP FRETTERD MILITARY RESERVATION
POTABLE SUPPLY WELL INSTALLATION
1-26-2-56-5
CHARLES C. GLASS, PH.D., P.E.
604 SOUTH FREDERICK AVENUE
EXECUTIVE DIRECTOR MANAGING DIRECTOR
COVER SHEET
SUITE#: 309
GAITHERSBURG, MARYLAND 20877
JEN WIJETUNGA, P.E.
DIVISION CHIEF
EZGI KURDOGLU
PROJECT ENGINEER
1 4
(240) 780-7676 www.watek.com
WATER / WASTEWATER
G-1
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MARYLAND
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BALTIMORE COUNTY,
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BEFORE BEGINNING CONSTRUCTION
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AT LEAST 5 WORKING DAYS
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FOR UTILITY LOCATIONS
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VICINITY MAP
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I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
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PREPARED OR APPROVED BY ME, AND THAT I AM
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A DULY LICENSED PROFESSIONAL ENGINEER UNDER
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THE LAWS OF THE STATE OF MARYLAND.
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LICENSE # 16889, EXPIRATION DATE: 04/2028
POTENTIAL
SECOND
LOCATION OF
NEW WELL
50'X50' WELL
ACCESS AREA, SEE
NOTES 4 AND 5
PROPOSED
WELL #3
604 SOUTH FREDERICK AVENUE
SUITE#: 309
GAITHERSBURG, MARYLAND 20877
(240) 780-7676 www.watek.com
NOTES:
1. SURVEY: MARYLAND STATE PLANE
VERTICAL DATUM: NAV88
HORIZONTAL DATUM: NAD 83
2. EXACT LOCATION AND ORIENTATION OF SILT FENCE WILL BE DETERMINED IN THE FIELD AT THE
PRE-CONSTRUCTION MEETING.
3. THIS PROJECT DISTURBS LESS THAN 5,000 SF. THEREFORE, IT IS EXEMPT FROM STORM WATER
MANAGEMENT AND EROSION & SEDIMENT CONTROL PERMITS.
4. CONTRACTOR SHALL REMOVE ALL DEBRIS, MATERIALS, AND EQUIPMENT, AND RETURN AREA TO ITS ORIGINAL CONDITION WHEN HIS WORK IS COMPLETE. ALL DISTURBED AREAS SHALL BE STABILIZED
PER REQUIREMENTS ON SHEET D-1.
5. 50' X 50' AREA SHALL BE LIMITED TO WELL ACCESS, STAGING AREA, AND CONTRACTOR'S EQUIPMENT.
MARYLAND ENVIRONMENTAL SERVICE
WATER AND WASTEWATER
CAMP FRETTERD MILITARY RESERVATION 1-26-2-56-5
POTABLE SUPPLY WELL INSTALLATION
CHARLES C. GLASS, PH.D., P.E.
EXECUTIVE DIRECTOR MANAGING DIRECTOR
JEN WIJETUNGA, P.E. EZGI KURDOGLU
DIVISION CHIEF PROJECT ENGINEER
WATER / WASTEWATER
SITE PLAN
2 4
C-1
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NO MOW LINE
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36" STUMP
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SANITARY MH RIM 558.60 INV IN 553.50 INV OUT 553.20
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TELE MH RIM 558.55 BOT BOX 549.45
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SANITARY MH RIM 564.95 8" RCP INV IN 560.20 8" RCP INV OUT 559.05
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TELE MH RIM 566.73 BOT BOX 557.63
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RCP PIPE TOP 575.20 INV BROKEN 574.11
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MANHOLE RIM 586.18 12" STEEL INV IN 584.08 12" RCP INV OUT 581.93
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I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
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A DULY LICENSED PROFESSIONAL ENGINEER UNDER
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THE LAWS OF THE STATE OF MARYLAND.
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CAST IRON WATER TIGHT LOCKING CAP
BY BAKER WATER SYSTEMS/MONITOR
OR ACCEPTED EQUAL
2'-0" MINIMUM
DATUM=0 (EXISTING GROUND)
10"Ø BORE HOLE
EXISTING SOIL, EXCEPT
WHERE GROUT IS REQUIRED,
REFER TO SPECIFICATIONS
6" CASING
TEMPORARY
COLUMN PIPE
CASING DEPTH: -50'
6" OPEN HOLE
PUMP SETTING: -285'
TEMPORARY PUMP
AND MOTOR
NOTES:
6"Ø
BOREHOLE
1. ALL DEPTHS AND SIZES ARE ONLY ESTIMATES. CONTRACTOR WILL BE GIVEN ACTUAL QUANTITIES AND
SIZES AFTER COMPLETION OF TEST WELL AND SOIL ANALYSIS.
2. FOR DETAILED REQUIREMENTS, QUANTITY ESTIMATES, AND PAYMENT METHODS, REFER TO SPEC 02600.
BOREHOLE DEPTH: -300'
3. ALL ELEVATIONS SHOWN ARE BELOW GROUND SURFACE.
MARYLAND ENVIRONMENTAL SERVICE
WATER AND WASTEWATER
CAMP FRETTERD MILITARY RESERVATION
POTABLE SUPPLY WELL INSTALLATION
1-26-2-56-5
CHARLES C. GLASS, PH.D., P.E.
604 SOUTH FREDERICK AVENUE
EXECUTIVE DIRECTOR MANAGING DIRECTOR
PROPOSED WELL #3
SUITE#: 309
GAITHERSBURG, MARYLAND 20877
JEN WIJETUNGA, P.E.
DIVISION CHIEF
EZGI KURDOGLU
PROJECT ENGINEER
3 4
(240) 780-7676 www.watek.com
WATER / WASTEWATER
P-1
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THE LAWS OF THE STATE OF MARYLAND.
DETAIL E-1 SILT FENCE
DETAIL E-1 SILT FENCE
DETAIL B-1 STABILIZED CONSTRUCTION
ENTRANCE DETAIL F-4 FILTER BAG
B A A B
B
A
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MARYLAND ENVIRONMENTAL SERVICE
WATER AND WASTEWATER
CAMP FRETTERD MILITARY RESERVATION
POTABLE SUPPLY WELL INSTALLATION
1-26-2-56-5
CHARLES C. GLASS, PH.D., P.E.
604 SOUTH FREDERICK AVENUE
EXECUTIVE DIRECTOR MANAGING DIRECTOR
DETAILS
SUITE#: 309
GAITHERSBURG, MARYLAND 20877
JEN WIJETUNGA, P.E.
DIVISION CHIEF
EZGI KURDOGLU
PROJECT ENGINEER
4 4
(240) 780-7676 www.watek.com
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D-1
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TWIST POSTS TOGETHER
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STAPLE
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STAPLE
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STAPLE
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STAPLE
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STAPLE
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STAPLE
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STAPLE
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16 IN MIN. HEIGHT OF WOVEN SLIT FILM GEOTEXTILE
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WOVEN SLIT FILM GEOTEXTILE
AutoCAD SHX Text EMBED GEOTEXTILE MIN. OF 8 IN VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF GEOTEXTILE.
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SF
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STANDARD SYMBOL
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MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION
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MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE
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FINAL CONFIGURATION
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SF
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS 1. USE WOOD POSTS 1 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS USE WOOD POSTS 1 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS 34 X 1 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS 34 ± 116 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS AN ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT LESS THAN 1 POUND PER LINEAR FOOT. 2. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART. 3. USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND MID-SECTION. 4. PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS. 5. EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT THE SOIL ON BOTH SIDES OF FABRIC. 6. WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN ACCORDANCE WITH THIS DETAIL. 7. EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT 45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS OF THE SILT FENCE. 8. REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN IN SILT FENCE OR WHEN OR WHEN SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN. IF UNDERMINING OCCURS, REINSTALL FENCE.
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STANDARD SYMBOL
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MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION
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MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE
AutoCAD SHX Text %%uPROFILE%%u
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EXISTING PAVEMENT
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EARTH FILL
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PIPE (SEE NOTE 6)
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AutoCAD SHX Text %%uPLAN VIEW%%u
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EXISTING GROUND
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WIDTH
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10 FT MIN.
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10 FT MIN.
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10 FT MIN.
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MOUNTABLE BERM (6 IN MIN.)
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3 FT
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EDGE OF EXISTINGPAVEMENT
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50 FT MIN.
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50 FT MIN. LENGTH *
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SCE
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MIN. 6 IN OF 2 TO 3 IN AGGREGATE OVER LENGTH AND WIDTH OF ENTRANCE
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NONWOVEN GEOTEXTILE
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS 1. PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30 FEET FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET MINIMUM AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 2. PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE AS SPECIFIED ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS NOT LOCATED AT A HIGH SPOT. 3. PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS. PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS. 4. PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE (WITHOUT REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE. 5. MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS DIRECTED TO AN APPROVED SEDIMENT CONTROL PRACTICE.
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STANDARD SYMBOL
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MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION
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MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE
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8 FT MIN.
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3. SEEDBED PREPARATION
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2. SOIL AMENDMENTS
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1. SITE PREPARATION
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%%USPECIFICATIONS
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PERMANENT SEEDING & SODDING
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ON SITE AND THE SEEDING SHALL BE IMMEDIATE WITHOUT INTERRUPTION.
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IS USED AND THE SEED FERTILIZER IS MIXED, THEY WILL BE MIXED
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THAN HYDROSEEDER METHOD OF APPLICATION. NOTE: IF HYDROSEEDING
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ON CLAYEY SOILS AND 1/2 INCH ON SANDY SOILS, WHEN USING OTHER
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ON A FIRM, MOIST SEEDBED). MAXIMUM SEEDING DEPTH SHOULD BE 1/4"
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SEEDER OR HYDROSEEDER (SLURRY INCLUDES SEED AND FERTILIZER
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B) APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL, CULTIPACKER
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A) SOIL SHALL BE LOOSENED TO A DEPTH OF 3" BY RAKING,
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DICING, OR OTHER ACCEPTABLE MEANS PRIOR TO SEEDING.
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%%UPERMANENT STABILIZATION WITH SOD
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ALL SPECIFICATIONS, SITE PREPARATION, INSTALLATION AND MAINTENANCE OF SOD
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FOR PERMANENT, LONG-LIVED VEGETATIVE COVER SHALL CONFORM TO SECTION
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B-4-5 OF "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION
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AND SEDIMENT CONTROL", PUBLISHED JOINTLY BY WATER RESOURCES ADMINISTRATION,
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SOIL CONSERVATION SERVICE, AND THE STATE SOIL CONSERVATION COMMITTEE.
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SERVICE, AND STATE SOIL CONSERVATION COMMITTEE.
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BY WATER MANAGEMENT ADMINISTRATION, SOIL CONSERVATION
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SOIL EROSION AND SEDIMENT CONTROL" PUBLISHED JOINTLY
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OF "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR
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2. STANDARDS: PERMANENT SEEDING SHALL CONFORM TO ALL REQUIREMENTS
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ON GRADED OR CLEARED AREAS.
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1. SCOPE: PLANTING PERMANENT, LONG-LIVED VEGETATIVE COVER
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1000 LBS/ACRE USING 10-10-10 OR EQUIVALENT.
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A) FERTILIZER SHALL BE APPLIED AT THE RATE OF
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B) FINE GRADING REQUIRED FOR PERMANENT SEEDING.
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EROSION CONTROL MEASURES.
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A) PRIOR TO SEEDING INSTALL ALL REQUIRED SEDIMENT AND
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%%UGENERAL
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PERMANENT SEEDING SUMMARY
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SEED MIXTURE (FOR HARDINESS ZONE %%U 6B )
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(FROM TABLE B.3)
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MIX
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SPECIES
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TALL
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PERENNIAL
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KENTUCKY
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APPLICATION
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SEEDING
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DATES
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FERTILIZER RATE
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3/1 TO 5/15
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8/15 TO 10/15
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3/1 TO 5/15
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8/15 TO 10/15
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3/1 TO 5/15
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8/15 TO 10/15
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RYEGRASS
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BLUEGRASS
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SEEDING
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DEPTHS
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AutoCAD SHX Text 45 lb/ac
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LIME
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RATE
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TEMPORARY SEEDING WITH ANNUAL RYEGRASS, MILLET,
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OATS, AND/OR RYE CONFORMING TO SCS, 2011 MANUAL.
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1. PLACE ALL EXCAVATED MATERIAL ON HIGH SIDE OF TRENCH AND SILT FENCE
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2. ONLY DO AS MUCH WORK AS CAN BE DONE IN ONE DAY SO BACKFILLING, FINAL
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GRADING, SEEDING AND MULCHING CAN OCCUR.
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3. ANY SEDIMENT CONTROL MEASURES DISTURBED BY CONSTRUCTION WILL BE
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REPAIRED ON THE SAME DAY.
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1. NO STOCKPILING ALLOWED ON ASPHALT.
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2. ALL STOCKPILES LEFT AT THE END OF THE DAY NEED TO BE STABILIZED UNTIL THE
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NEXT REDISTURBANCE.
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%%UFOR UTILITY WORK ONLY OR FOR OFF-SITE UTILITY WORK
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%%USTOCKPILE NOTES
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ALONG LOW SIDE OF TRENCH.
AutoCAD SHX Text TEMPORARY SEEDING NOTES SCOPE: PLANTING SHORT TERM (NO MORE THAN 6 MONTHS) VEGETATION TO TEMPORARILY STABILIZE ANY AREAS WHERE SOIL DISTURBANCE HAS OCCURRED, UNTIL THE AREA CAN BE PERMANENTLY STABILIZED WITH VEGETATIVE OR NON-VEGETATIVE PRACTICES. STANDARDS: THE FOLLOWING NOTES SHALL CONFORM TO SECTION B-4 OF THE“2011 MARYLAND STANDARDS 2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL” PUBLISHED JOINTLY BY THE MARYLAND PUBLISHED JOINTLY BY THE MARYLAND DEPARTMENT OF ENVIRONMENT - WATER MANAGEMENT ADMINISTRATION, THE NATIONAL RESOURCE CONSERVATION SERVICE AND THE MARYLAND ASSOCIATION OF SOIL CONSERVATION DISTRICTS THE SEED BED SHALL BE PREPARED BY LOOSENING THE SOIL TO A DEPTH OF 3 TO 5 INCHES AND INCORPORATING THE LIME AND FERTILIZER INTO THIS LOOSENED LAYER OF SOIL. SEE SECTION B-4-2 FOR TEMPORARY STABILIZATION, FERTILIZER SHALL CONSIST OF A MIXTURE OF 10-20-20 AND BE APPLIED AT A RATE OF 436 LB. PER ACRE (10 LB. PER 1000 SQ. FT.) AND WILL MEET THE REQUIREMENTS IN SECTION B-4-2. LIME SHALL BE APPLIED AT A RATE OF 2 TONS PER ACRE (90 LB. PER SQ. FT.) AND SHALL MEET THE REQUIREMENTS IN SECTION B-4-2 AND B-4-4 SEED TYPE AND APPLICATION SHALL MEET THE REQUIREMENTS IN SECTION B-4-3 SEED TAGS SHALL BE MADE AVAILABLE TO THE INSPECTOR TO VERIFY THE TYPE AND RATE OF SEED USED. MULCH TYPE AND ITS APPLICATION WILL MEET THE REQUIREMENTS IN SECTION B-4-3 A, B AND C AND WILL BE APPLIED ALONG WITH THE SEED OR IMMEDIATELY AFTER SEEDING SEEDING MIXTURES SHALL BE SELECTED FROM OR WILL BE EQUAL TO THOSE ON TABLE B.1 (PAGE B.20). TEMPORARY SEEDING SUMMARY
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TEMPORARY SEEDING WITH ANNUAL RYEGRASS, MILLET,
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OATS, AND/OR RYE CONFORMING TO SCS MANUAL.
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NO.
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FESCUE
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BY
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CK
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REVISION
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DATE
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NO.
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OF
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SHEET
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SCALE:
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DRAWING NO.
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MES CONTRACT#
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MAR 2026
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MYL
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BBM
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SB
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APPROVED
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DESIGNED
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DETAILED
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CHECKED
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DATE
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I HEREBY CERTIFY THAT THESE DOCUMENTS WERE
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PREPARED OR APPROVED BY ME, AND THAT I AM
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A DULY LICENSED PROFESSIONAL ENGINEER UNDER
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THE LAWS OF THE STATE OF MARYLAND.
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LICENSE # 16889, EXPIRATION DATE: 04/2028
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NOT TO SCALE
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FLOW
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FILTER BAG
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SLOPE 5% MAX.
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FB
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8 IN MIN.
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MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES
AutoCAD SHX Text CONSTRUCTION SPECIFICATIONS 1. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. TIGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. 2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD COMPOST, WOODCHIPS, SAND, OR STRAW BALES) LOCATED ON A LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAG. 3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. 4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL CONDITION UPON REMOVAL OF THE DEVICE. 5. USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE USE NONWOVEN GEOTEXTILE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE THAT MEETS OR EXCEEDS MINIMUM AVERAGE ROLL VALUES (MARV) FOR THE FOLLOWING: GRAB TENSILE 250 LB ASTM D-4632 250 LB ASTM D-4632 ASTM D-4632 PUNCTURE 150 LB ASTM D-4833 150 LB ASTM D-4833 ASTM D-4833 FLOW RATE 70 GAL/MIN/FT² ASTM D-4491 70 GAL/MIN/FT² ASTM D-4491 ASTM D-4491 PERMITTIVITY (SEC ) 1.2 SEC ASTM D-4491 -1) 1.2 SEC ASTM D-4491 1.2 SEC ASTM D-4491 -1ASTM D-4491 UV RESISTANCE 70% STRENGTH @ 500 HOURS ASTM D-4355 70% STRENGTH @ 500 HOURS ASTM D-4355 ASTM D-4355 APPARENT OPENING SIZE (AOS) 0.15-0.18 MM ASTM D-4751 0.15-0.18 MM ASTM D-4751 ASTM D-4751 SEAM STRENGTH 90% ASTM D-4632 90% ASTM D-4632 ASTM D-4632 6. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATION KEEP CONNECTION BETWEEN PUMP HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED.
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ELEVATION
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STANDARD SYMBOL
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MARYLAND DEPARTMENT OF ENVIRONMENT WATER MANAGEMENT ADMINISTRATION
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MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
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U.S. DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE
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STRAP
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PUMP DISCHARGE HOSE
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PLAN VIEW
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FILTER BAG
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FLOW
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STRAP
12 IN MIN.
File details come from the government source that posted it. Updated .