First Avenue Linear Park Erosion and Sediment Pollution Control Plan

5/13/2019 PLOTTED:

DISTRICT

6-0

COUNTY

MONTGOMERY

POTENTIAL NATURALLY OCCURRING POLLUTION CAUSING

SECTION

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SHEET

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UPPER MERION TOWNSHIP

MATERIALS NOTE:

UNFORESEEN EROSIVE CONDITIONS NOTES

THE PROPOSED SITE IS LOCATED WITHIN A NATURALLY

1.

SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

OCCURRING GEOLOGIC FEATURE, KARST GEOLOGY, THAT

CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH

HAS THE POTENTIAL TO CAUSE OR CONTRIBUTE TO THE

CONDITIONS AND PREVENT DAMAGE TO ADJACENT PROPERTIES AS A

DEVELOPMENT OF SINKHOLES.

RESULT OF INCREASED RUNOFF AND/OR SEDIMENT PLACEMENT.

THE CONTRACTOR SHALL AVOID PONDING DURING THE

STOCKPILES OF WOOD CHIPS, HAY BALES, CRUSHED STONE AND OTHER

CONSTRUCTION PHASE, CLOSE ALL EXCAVATIONS AS

MULCHES SHALL BE HELD IN READINESS TO DEAL IMMEDIATELY WITH

SOON AS POSSIBLE, AND ENSURE ALL PIPES ARE

EMERGENCY PROBLEM OF EROSION.

WATERTIGHT. EXCAVATIONS SHOULD BE DEWATERED THROUGH A PUMPED WATER FILTER BAG, AS

ROUTE

E&S MAINTENANCE:

1.

2.

THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH

APPLICABLE.IF A SINKHOLE DEVELOPS, THE

THE PROVISIONS OF APPENDIX 64, EROSION CONTROL RULES AND

CONTRACTOR SHALL CONSULT WITH A LICENSED

REGULATIONS, TITLE 25, PART 1, D.E.P., SUB-PART C, PROTECTION

GEOTECHNICAL ENGINEER AND REPAIR THE IMPACTED

OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER

AREA ACCORDING TO RECOMMENDED REMEDIATION

102, EROSION CONTROL.

DURING THE LIFE OF THE PROJECT, ALL EROSION AND SEDIMENTATION CONTROL

DEVICES MUST BE PROPERLY MAINTAINED. MAINTENANCE SHALL INCLUDE THE INSPECTION OF EROSION CONTROL FACILITIES AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. IMMEDIATELY PERFORM CLEANOUT, REPAIR AND REPLACEMENT OF THE FACILITIES AS NEEDED. (REGRADE, RESEED AND MULCH WASHED OUT AREAS AS NEEDED.)

MEASURES AND APPROVED DETAILS. 3.

PROJECT WASTE AND DISPOSAL

CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT

2.

UNTIL THE SITE IS STABILIZED ALL EROSION AND SEDIMENTATION BMPs MUST BE

EXISTING TREES AND SHRUBS WHICH ARE TO REMAIN IN PLACE.

MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION

CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES,

AND SEDIMENTATION BMPs AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL

INCLUDING REPLACING TREES OR SHRUBS IN KIND IF NECESSARY.

SITE INSPECTIONS WILL BE DOCUMENTED IN AN INSPECTION LOG KEPT FOR THIS PURPOSE. THE COMPLIANCE ACTIONS AND THE DATE, TIME AND NAME OF THE PERSON

INDIVIDUALS RESPONSIBLE FOR EARTH DISTURBANCE ACTIVITIES MUST ENSURE THAT PROPER MECHANISMS ARE IN PLACE TO CONTROL WASTE MATERIALS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO, EXCESS SOIL MATERIALS, BUILDING MATERIALS, CONCRETE WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. MEASURES SHOULD BE PLANNED AND IMPLEMENTED FOR HOUSEKEEPING, MATERIALS MANAGEMENT, AND LITTER CONTROL. WHEREVER POSSIBLE, RECYLCING OF EXCESS MATERIALS IS PREFERRED, RATHER THAN DISPOSAL.

IF EXCESSIVE AMOUNTS OF SEDIMENTS ARE BEING REGULARLY TRACKED ONTO PUBLIC STREETS, THE CONTRACTOR SHALL BE PREPARED, UPON WRITTEN NOTICE GIVEN BY MONTGOMERY COUNTY CONSERVATION

CONDUCTING THE INSPECTION. THE INSPECTION LOG WILL BE KEPT ON SITE AT ALL TIMES AND MADE AVAILABLE TO DEP UPON REQUEST. 3.

WHERE BMPs ARE FOUND TO FAIL TO ALLEVIATE EROSION OR SEDIMENT POLLUTION

DISTRICT, TO PROVIDE TIRE WASHING FACILITIES AT ALL ROCK CONSTRUCTION ENTRANCES.

THE PERMITTEE OR CO-PERMITTEE SHALL NOTIFY THE MONTGOMERY COUNTY CONSERVATION DISTRICT OF THE FAILURE AND SHALL INCLUDE THE FOLLOWING INFORMATION: A. THE LOCATION AND SEVERITY OF THE BMPs FAILURE AND ANY POLLUTION EVENTS. B. ALL STEPS TAKEN TO, REDUCE, ELIMINATE AND PREVENT THE

CLEAN FILL AND ENVIRONMENTAL DUE DILIGENCE

RECURRENCE OF THE NON-COMPLIANCE. C. THE TIME FRAME TO CORRECT THE NONCOMPLIANCE, INCLUDING THE EXACT DATES WHEN THE ACTIVITY WILL RETURN TO

1.

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL MATERIAL PLACED ON THE SITE QUALIFIES AS CLEAN FILL. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE,

WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE. ALL OFF-SITE WASTE AND BORROW AREAS MUST BE ACCPETED BY THE DISTRICT ENVIRONMENTAL UNIT AND HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT AND FULLY

NON-DECOMPOSABLE, INSERT, SOLID MATERIAL. THE TERM INCLUDES

IMPLEMENTED PRIOR TO BEING ACTIVATED.

THE TERM DOES NOT INCLUDE MATERIAL PLACED IN OR ON WATERS OF

4.

ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT,

REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE

SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK,

PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENTATION BMPs FAIL TO PERFORM

BLOCK, OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES

AS EXPECTED, REPLACEMENT BMPs OR MODIFICATIONS OF THOSE INSTALLED WILL BE

THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH.

NEEDED. 5.

SEEDED AREAS THAT HAVE WASHED AWAY SHALL BE FILLED AND GRADED, AS

THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. ALL FILL

NECESSARY, AND THEN RESEEDED. A STRAW COVER SHALL BE APPLIED TO RETAIN THE

MATERIAL MUST BE USED IN ACCORDANCE WITH THE PENNSYLVANIA

SEED ALONG WITH AN ANCHORING METHOD DESCRIBED ON THE ATTACHED MULCH

DEPARTMENT OF ENVIRONMENTAL PROTECTION'S POLICY "MANAGEMENT OF

ANCHORING GUIDE, UNTIL IT HAS A CHANCE TO ROOT PROPERLY.

FILL" DOCUMENT NUMBER 258-2182-773. A COPY OF THIS DOCUMENT IS AVAILABLE THROUGH THE DEP WEBSITE AT WWW.DEPWEB.STATE.PA.US

SITE DRAINS TO AN UN-NAMED TRIBUTARY OF TROUT

COMPLIANCE.

6.

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL

STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING

CREEK WHICH DRAINS TO THE SCHUYLKILL RIVER. TROUT CREEK IS CLASSIFIED IN PA CODE CH. 93 AS WARM

2.

ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS INVESTIGATIVE

WATER FISHES (WWF) AND MIGRATORY FISHES (MF).

TECHNIQUES, INCLUDING BUT NOT LIMITED TO, VISUAL PROPERTY

NEITHER TROUT CREEK OR THE SCHUYLKILL RIVER ARE

INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY

CLASSIFED AS HIGH QUALITY (HQ) OR EXCEPTIONAL

USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES,

VALUE (EV) WATERS.

TRANSACTIONS SCREENS, ANALYTICAL TESTING ENVIRONMENTAL ASSESSMENT OR AUDITS.

PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS. 7.

SEDIMENT REMOVED FROM BMPs SHALL BE DISPOSED OF IN LANDSCAPED AREAS

OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES. 8.

SEDIMENT SHALL BE REMOVED FROM FILTER SOCK WHEN REACHING ONE HALF THE

HEIGHT OF THE FILTER SOCK. 9.

THE CONTRACTOR SHALL INSPECT ALL ROCK CONSTRUCTION ENTRANCES ON A DAILY

BASIS AND SHALL ENSURE THAT SEDIMENT IS NOT BEING TRACKED ONTO PUBLIC STREETS. SEDIMENT THAT IS TRACKED ONTO PUBLIC STREETS SHALL BE COLLECTED AND RETURNED TO THE SITE OR OTHERWISE PROPERLY REMOVED BY A STREET SWEEPER.

GENERAL NOTES: THIS E&S PLAN MINIMIZES THE EXTENT AND DURATION OF EARTH DISTURBANCE THROUGH THE OVERALL DESIGN APPROACH. A REPLACEMENT DESIGN WAS SELECTED THAT USED A SHORTENED CONSTRUCTION DURATION CONSISTING OF A SINGLE-YEAR WORK PLAN RATHER THEN THE NEED FOR A MULTI-YEAR DESIGN.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS OBSERVED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED. DO

THIS E&S PLAN MAXIMIZES THE PROTECTION OF EXISTING DRAINAGE FEATURES AND VEGETATION THROUGH PERFORMING WORK IN AREAS PREVIOUSLY SUBJECT TO HIGH LEVELS OF COMPACTIONS (THE ROADWAY SUBGRADE AND EMBANKMENT AREAS). ADDITIONALLY, THE PROPOSED DRAINAGE FEATURES HAVE REPLICATED THE EXISTING PATTERNS OR CONNECTED FLOW TO EXISTING CHANNELS TO MAINTAIN REGIME.

FILTER BAG OR DISTRIBUTE AND SEED SEDIMENT. 11. CONCRETE WASHOUTS SHALL BE INSPECTED DAILY. ACCUMULATED MATERIALS SHALL BE REMOVED WHEN THEY REACH 75% OF CAPACITY. DAMAGED OR LEAKING WASHOUTS SHOULD BE DEACTIVATED AND REPAIRED OR REPLACED. PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING.

THIS E&S PLAN MINIMIZES SOIL COMPACTION THROUGH PERFORMING WORK IN AREAS PREVIOUSLY SUBJECT TO HIGH LEVELS OF COMPACTION (THE ROADWAY SUBGRADE AND EMBANKMENT AREAS).

THIS E&S PLAN UTILIZES OTHER MEASURES OR CONTROLS THAT PREVENT OR MINIMIZE GENERATION OF INCREASED STORMWATER RUNOFF THROUGH THE IMPLEMENTATION OF RAIN GARDEN FACILITIES AND AMENDED SOILS WITHIN PREVIOUSLY COMPACTED AREAS.

RIPARIAN BUFFERS

THERE ARE NO EXISTING OR PROPOSED RIPARIAN BUFFERS AS PART OF THIS PROJECT. ALL DISTURBANCES OCCUR OUTSIDE OF THE 100-YEAR FLOODPLAIN. UPON COMPLETION OF

SCALE

THE PROJECT, ALL AREAS WITHIN 150 FEET WILL BE PREDOMINANTLY RESTORED TO PRE-DEVELOPMENT CONDITIONS AND RESULT IN A FINAL CONDITION THAT REPLICATES REVISION NUMBER 3

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

9/05/18

P

PERMIT AMENDMENT SUBMISSION

A

ENGINEER

2

No.PE073274

E

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

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RIPARIAN BUFFER REQUIREMENTS.

H

REGISTERED

F

RECEIVING WATER IS NOT HQ OR EV, THEREFORE THE PROJECT IS NOT SUBJECT TO

E N W A LT

O

THE EXISTING CONDITION WHICH DOES NOT CONTAIN A RIPARIAN BUFFER. THE

O

M

M O

TELEPHONE: 610-489-4506

SPARE BAGS SHALL BE KEPT AVAILABLE FOR THOSE THAT HAVE FAILED OR ARE FILLED.

NOT PERMIT DISCHARGE FROM BAG TO DRAIN BACK TO WORK AREAS. DO NOT CUT

MONTGOMERY COUNTY CONSERVATION DISTRICT 143 LEVEL ROAD, COLLEGEVILLE, PA 19426

10. PUMPED WATER FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME HALF FULL.

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 02_ESC.dgn

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR

4.

N

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6-0 SEQUENCE OF CONSTRUCTION

COUNTY

MONTGOMERY

1. INSTALL ROCK CONSTRUCTION ENTRANCES AS NEEDED TO PREVENT

ROUTE

SECTION

0000

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SHEET

3

UPPER MERION TOWNSHIP

THE TRANSPORTATION OF SEDIMENT FROM ONSITE AREAS TO OFFSITE ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE

AREAS.

WITH THE FOLLOWING SEQUENCE. EACH STAGE WILL BE COMPLETED IN

2. INSTALL DOWNSTREAM PERIMETER CONTROLS AS SHOWN ON THE

COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING

APPROVED EROSION CONTROL PLANS.

STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED TO

3. INSTALL TREE PROTECTION FENCE AS SHOWN ON THE APPROVED

ONLY THOSE AREAS DESCRIBED IN EACH STAGE.

EROSION CONTROL PLANS. 4. CLEAR AND GRUB AS REQUIRED. STRIP TOPSOIL AND STOCKPILE IN

AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE

THE AREAS DESIGNATED BY THE CONTRACTOR AND APPROVED BY MCCD.

ACTIVITIES, THE OPERATOR SHALL SCHEDULE A PRE-CONSTRUCTION

INSTALL FILTER SOCKS ON DOWNSTREAM SIDE OF ALL SOIL

MEETING. THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED

STOCKPILES AND BERMS. STOCKPILE HEIGHTS MUST NOT EXCEED 35

IN THOSE ACTIVITIES, THE LAND OWNER, ALL APPROPRIATE

FEET. STOCKPILE SLOPES MUST BE 2:1 OF FLATTER. STOCKPILE AND

MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN

BERM MUST BE STABILIZED IMMEDIATELY.

PREPARER, A REPRESENTATIVE FROM THE PENNSLVANIA DEPARTMENT OF

5. REMOVE EXISTING IMPERVIOUS AREAS AS SHOWN ON APPROVED

LINEAR PROJECTS, SUCH AS TRAIL AND ROADWAYS, TYPICALLY

ENVIRONMENTAL PROTECTION, AND A REPRESENTATIVE FROM THE

PLANS. ADJUST PLACEMENT OF FILTER SOCKS ALONG CURBLINE AS

RESULT IN LOWER THERMAL IMPACTS THAN STANDARD COMMERCIAL

MONTGOMERY COUNTY CONSERVATION DISTRICT. ALSO, AT LEAST 3

REQUIRED WITH THE REMOVAL OF EXISTING SIDEWALK.

DEVELOPMENT. THE DESIGN HAS UTILIZED SEVERAL METHODS TO

WORKING DAYS BEFORE STARTING ANY EARTH DISTURBANCE

6. CONSTRUCT PROPOSED TRAIL AND ASSOCIATED PARK AREA AS SHOWN

REDUCE THE POTENTIAL FOR AND MINIMIZE IMPACTS TO THE

ACTIVITIES, ALL CONTRACTORS INVOLVED SHALL NOTIFY THE

ON APPROVED PLANS.

DOWNSTREAM WATERS. THE PROJECT PRIMARILY UTILIZES SHEET

PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR

7. PERFORM GRADING ASSOCIATED WITH THE RAIN GARDEN. INSTALL

FLOW OVER VEGETATED AREAS PRIOR TO ENTERING RAIN GARDEN

BURIED UTILITY LOCATIONS.

RISER PIPE AND CONNECTION OF DRAIN SYSTEM TO THE EXISTING

BIO-FILTRATION FACILITIES PRIOR TO DISCHARGING TO THE

STRUCTURE. PLACE LINER AND AMENDED SOIL. PLANT VEGETATION IN

CONVEYANCE SYSTEM WHICH ALLOWED FOR CONTACT TIME AND

BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND

ACCORDANCE WITH PLANTING PLAN, APPLY EROSION CONTROL MATTING

EVAPOTRANSPORATION. ADDITIONALLY, THE USE OF AMENDED SOIL

SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY

ON SIDE SLOPES, AND MULCHING TO STABILIZE THE FACILITY.

TO PROMOTE AN INCREASE IN ABSORPTION OF RUNOFF FROM SMALL

AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN,

8. PLACE AMENDED SOIL AND SEED AS SHOWN ON THE APPROVED PLANS.

STORM EVENTS HAS BEEN PROVIDED THROUGHOUT THE PROJECT

THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE

9. ANY REMAINING EXPOSED DISTURBED AREAS SHALL BE SEEDED AND

LIMITS. EXISTING AREAS OF VEGETATIVE COVER ALONG THE EDGES

MONTGOMERY COUNTY CONSERVATION DISTRICT.

MATTED AS REQUIRED IN ACCORDANCE WITH THE APPROVED PLANS.

OF THE PROJECT AREA HAVE BEEN MAINTAINED TO THE MAXIMUM

10. ONCE THE SITE HAS ACHIEVED A MINIMUM OF 70% UNIFORM

EXTENT POSSIBLE. EXISTING AREAS OF IMPERVIOUS COVERS ARE

THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE

PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGERATIVE

PROPOSED TO BE REMOVED AND REPLACED WITH VEGETATIVE

OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE

COVER SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION,

SURFACES THAT WILL NOT ONLY LESSEN THE AMOUNT OF RUNOFF TO

DEPARTMENT OF ENVIRONMENTAL PROTECTION'S SOLID WASTE

REMOVE TEMPORARY EROSION AND SEDIMENTATION BMP'S INCLUDING

THE RECEIVING WATERCOURSE, BUT ALSO PROVIDE AN ADDED

MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ. AND 287.1

ALL PERIMETER CONTROLS. ANY AREA DISTURBED DURING THE REMOVAL

BENEFIT OF TREATING ROADWAY RUNOFF PRIOR TO ENTERING THE

ET SEQ.

OF A TEMPORARY BMP SHALL BE IMMEDIATELY STABILIZED WITH

DOWNSTREAM WATERS. EXISTING TREES PROVIDING SHADE TO THE

SEEDING AND STRAW MULCH.

SURFACE RUNOFF HAVE BEEN DESIGNATED TO REMAIN TO THE

THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT

11. ENSURE THAT ALL POST-CONSTRUCTION STORMWATER MANAGEMENT

MAXIMUM EXTENT PRACTICABLE.

CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE CONSERVATION

BMPs ARE IN PLACE AND FUNCTIONING ACCORDING TO THE APPROVED

DISTRICT AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL

PCSM PLANS, DETAILS, AND NARRATIVE. CONTACT THE MONTGOMERY

PROPOSED SOIL/ROCK SPOIL AND BORROW AREAS ON OR OFFSITE.

COUNTY CONSERVATION DISTRICT FOR A FINAL INSPECTION AND

THERMAL IMPACTS TO SURFACE WATERS

SEEDING AND MULCHING INFORMATION

SUBMIT A COMPLETE NOTICE OF TERMINATION TO COMPLETE THE CONSTRUCTION WASTES RELATED TO THIS PROJECT WILL INCLUDE, BUT MAY NOT BE LIMITED TO: EROSION CONTROL MATTING, COMPOST FILTER SOCKS, INLET PROTECTION, USED PUMPED FILTER BAGS, AND STONE FROM CONSTRUCTION ENTRANCES.

PROJECT.

1. ANY AREA DISTURBED ON WHICH ACTIVITY HAS CEASED MUST BE STABILIZED IMMEDIATELY. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE RE-DISTURBED WITHIN 1 YEAR MAY BE STABILIZED

WITH A QUICK

GROWING TEMPORARY SEEDING MIXTURE AND MULCH. DISTURBED AREA WHICH ARE EITHER AT FINISHED GRADE OR WILL NOT BE RE-DISTURBED WITHIN 1 YEAR SHALL BE STABILIZED WITH A PERMANENT SEED MIXTURE AND MULCH.

CONSTRUCTION WILL BEGIN UPON RECEIPT OF ALL REQUIRED PERMITS.

2. CHANNELS AND STOCKPILES MUST BE STABILIZED IMMEDIATELY. 3. AS SOON AS GROUND HAS BEEN PROPERLY PREPARED, SOW GRASS AT THE RATE

PRIOR TO PROCEEDING WITH CONSTRUCTION, CONFIRM THE LOCATION

OF 6 LBS PER 1,000 SQ. FT. TOTAL. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING EQUAL QUANTITY IN TWO DIRECTIONS AT RIGHT ANGLES TO

AND ELEVATION OF ALL EXISTING UTILITIES. MAINTAIN AND PROTECT

EACH OTHER. USE SUITABLE MECHANICAL SEEDED OR SOW BY HAND FOR SMALL

ALL EXISTING UTILITIES TO REMAIN AT ALL TIMES.

AREAS. 4. AFTER SEED APPLICATION, APPLY MULCH AT A NET DRY WEIGHT OF 1,500

FIELD MARK LIMITS OF DISTURBANCE.

LBS. PER ACRE. MIX MULCH WITH WATER AND THE MIXTURE CONTAINS A MAXIMUM OF 50 LBS. OF WOOD CELLULOSE FIBER PER 100 GALLONS OF WATER. 5. WHEN SEEDING OCCURS AFTER ACCEPTABLE SEEDING DATES, OVER WINTER

INSTALLATION OF CONSTRUCTION ENTRANCES SHALL BE AT THE

PROTECTION CONSISTS OF APPLYING FIVE BALES CLEAN STRAW PER 1,000 SQ.

DISCRETION AND THE RESPONSIBILITY OF THE CONTRACTOR.

FT. AND ANCHOR MULCH BY COMMERCIAL MULCH NETTING OR 20 LBS/1,000 SQ.

PLACEMENT OF CONSTRUCTION ENTRANCES SHALL NOT AFFECT THE

FT. CELLULOSE FIBER. ASPHALT EMULSION ANCHORING IS NOT PERMITTED.

FUNCTIONALITY OF ANY EXISTING OR PROPOSED SWALES. CULVERT PIPE AND BERM SHALL BE UTILIZED AS NECESSARY IN ACCORDANCE WITH APPROVED DETAILS WHERE CROSSING DRAINAGE SWALE IS REQUIRED FOR ACCESS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND SUBMISSION OF THE LOCATIONS FOR THE PROPOSED CONSTRUCTION ENTRANCES TO THE MONTGOMERY COUNTY CONSERVATION DISTRICT FOR REVIEW AND APPROVAL.

TOPSOIL STOCKPILES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE APPROVED PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND SUBMISSION OF THE LOCATIONS FOR THE PROPOSED TOPSOIL STOCKPILES TO THE MONTGOMERY COUNTY CONSERVATION DISTRICT FOR REVIEW AND APPROVAL.

STAGING OF MATERIALS SHALL BE IN ACCORDANCE WITH ALL PENNSYLVANIA DEPARTMENT OF TRANSPORTATION AND MCCD STANDARD MEASURES. FOR THOSE STAGING AREAS BEYOND THE NPDES PERMIT BOUNDARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND SUBMISSION TO MCCD AND PADEP FOR REVIEW AND APPROVAL.

PRIOR TO ANY DISTURBANCES OR INSTALLATION OF EROSION CONTROL

3

O

REVISION NUMBER

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

9/05/18

P

PERMIT AMENDMENT SUBMISSION

A

ENGINEER

2

No.PE073274

E

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

ACCORDANCE WITH THE APPROVED MPT PLANS.

H

REGISTERED

F

ALL EDGES OF THE TRAVEL LANE TO PROVIDE WORK ZONES IN

E N W A LT

O

MEASURES, TRAFFIC CONTROL DEVICES SHALL BE INSTALLED ALONG

O

M

M

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5/13/2019 PLOTTED: - First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 03_ESC.dgn FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

DISTRICT

N

S Y L VA

OF 15

5/13/2019

DISTRICT

COMPOST FILTER SOCK

6-0

2 IN. x 2 IN. WOODEN STAKES

COUNTY

MONTGOMERY

ROUTE

SECTION

0000

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SHEET

4

UPPER MERION TOWNSHIP

PLACED 10 FT ON CENTER BLOWN/PLACED FILTER MEDIA UNDISTURBED AREA

DISTURBED AREA

IN.

MIN.

12

OW FL

PLOTTED:

DISTURBED AREA

OW FL

SECTION

2 10

OW

F L O W

FL

OW FL

DISTURBED AREA 1 10 0 10

EXISTING CONTOURS

SUMP AREA 2 IN. x 2 IN. COMPOST

UNDISTURBED AREA

WOODEN STAKES PLACED 10 FT

FILTER

ON CENTER

SOCK

PLAN VIEW NOTES: SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL. COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP

"J" HOOK PLACEMENT *

EROSION CONTROL MANUAL. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE

PLAN VIEW

MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT

NOT TO SCALE

TRIBUTARY AREA. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCK

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURERS SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

(ITEM 0867-0012 - 12" DIAMETER)

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

NOT TO SCALE

ACCORDING TO MANUFACTURERS RECOMMENDATIONS. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

STANDARD CONSTRUCTION DETAIL #4-1 COMPOST FILTER SOCK (ITEM 0867-0012 - 12" DIAMETER) NOT TO SCALE

G350

105+95 LT

92'

2

G350

106+40 LT

20'

3

G350

107+96 LT

206'

4*

G350

109+26 LT

61'

5

G350

109+67 LT

7'

6

G350

110+06 LT

26'

7

G350

117+85 LT

24'

8

G350

119+34 LT

24'

9

G350

119+52 LT

15'

10

G350

120+40 LT

14'

11

G350

120+47 LT

393'

12

G350

120+53 LT

269'

13

G350

120+64 LT

33'

14

G350

120+90 LT

19'

15

G350

121+08 LT

21'

16

G350

121+30 LT

19'

17

G350

122+50 LT

53'

18*

G350

124+73 LT

237'

19

G350

125+34 LT

389'

20

G350

125+92 LT

15'

21*

G350

126+11 LT

40'

22*

G350

126+83 LT

96'

G350

127+52 LT

27

G350

128+72 LT

13'

54

G350

129+75 RT

138'

28

G350

128+90 LT

25'

55

G350

132+34 RT

24'

29

G350

129+22 LT

17'

56

G350

132+81 RT

50'

30

G350

129+33 LT

16'

57

G350

133+26 RT

51'

31

G350

129+53 LT

11'

58

G350

133+37 RT

422'

32

G350

129+91 LT

64'

59

G350

133+65 RT

19'

33

G350

130+82 LT

128'

60

G350

133+97 RT

24'

34

G350

131+65 LT

25'

61

G350

136+03 RT

148'

35

G350

131+91 LT

31'

36

G350

132+26 LT

24'

37

G350

132+40 LT

23'

38

G350

132+43 LT

32'

39

G350

132+59 LT

25'

40

G350

132+61 LT

20'

41

G350

134+02 LT

116'

42

G350

134+88 LT

37'

43

G350

135+54 LT

34'

44

G350

136+15 LT

34'

45

G350

136+98 LT

119'

46

G350

137+93 LT

89'

47

G350

138+41 LT

10'

48

G350

118+17 RT

26'

49

G350

118+53 RT

89'

50

G350

119+29 RT

175'

12' 40'

25

G350

128+46 LT

30'

26

G350

128+64 LT

9'

E N W A LT

H

G350

120+83 RT

39'

52

G350

121+74 RT

104'

53

G350

128+49 RT

103'

REVISION NUMBER 3

REGISTERED

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

F

128+15 LT

51

PROFESSIONAL

MATTHEW E STALSITZ ENGINEER

2

PERMIT AMENDMENT SUBMISSION

9/05/18

No.PE073274

E

G350

O

P

24*

M

O

23

L (FT)

A

1

NO.

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

STATIONS

M

LENGTH

ROUTE

O

SOCK

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 04_ESC.dgn

EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS

N

S Y L VA

OF 15

5/13/2019

COUNTY

DISTRICT

ROUTE

SECTION

0000

MTF

MONTGOMERY

6-0

SHEET

5

PLOTTED:

UPPER MERION TOWNSHIP

MAXIMUM DEPTH OF CONCRETE WASHOUT WATER IS 50% OF FILTER RING HEIGHT

2" X 2" X 36" WOODEN STAKES

24" DIAMETER COMPOST

PLACED 5' O.C.

FIBERGLASS 'T'

FILTER SOCK.

POST, 6'-6" LONG,

(INCIDENTAL)

SPACED AT 8' O.C. (MAX.) FASTEN FENCE TO POST AS RECOMMENDED

BY MANUFACTURER 12"

HIGH VISIBILITY

MIN

ORANGE POLYETHYLENE SAFETY FENCE, 46" HIGH (MIN.) PRE-DRILL EXISTING

SECTION NTS

SURFACE, IF REQUIRED, FOR POST 2" X 2" X 36" WOODEN STAKES PLACED 5' O.C.

INSTALLATION EXISTING GRADE

DIRECT CONCRETE WASHOUT

MIN. 2' 24" DIAMETER COMPOST FILTER SOCK. 4' MIN OVERLAP ON UPSLOPE SIDE OF FILTER RING

TEMPORARY PROTECTIVE FENCE (ITEM 0811-0003) NOT TO SCALE

CONCRETE WASHOUT FACILITY (ITEM 9000-0001) NOT TO SCALE

NOTES: 1.

INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE 2.

A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS. 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

O

E N W A LT

H

M

M

PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

F

3

REVISIONS

O

REVISION NUMBER

REGISTERED

O

PROFESSIONAL

MATTHEW E STALSITZ

9/05/18

P

PERMIT AMENDMENT SUBMISSION

A

ENGINEER

2

No.PE073274

E

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

3.

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 05_ESC.dgn

WATER INTO FILTER RING

N

S Y L VA

OF 15

MONTGOMERY

6-0

*

*

*

*

*

*

*

*

>200 CM

*

RESOLUTI ON

W ATER TABLE

DEPTH TO

TEXTURES

USDA

*

(I NCHES)

*

DEPTH

*

SI NKHOLE

*

POTENTI AL

TOPSOI L

POOR SOURCE OF

PI PI NG

PERCOLATI ON SLOW

STRENGTH/ LOW

LANDSLI DE PRONE

I NCLUSI ON

HYDRI C/HYDRI C

FLOODI NG

EEASI LY

ERODI BLE

*

W ETNESS

*

PONDI NG

*

DDROUGHTY

AND STEEL

CONCRETE

CORROSI VE TO

CAVE

CUTBANKS

*

SHRI NK- SW ELL

*

FROST ACTI ON

0%-8%

SOI L GROUP

HYDROLOGI C

URBAN LAND

SLOPES (%)

NAM E

UgB

ROUTE

SECTION

0000

MTF

SHEET

6

UPPER MERION TOWNSHIP

SOILS TABLE (NRCS WEBSOIL SURVEY) SYM BOL

5/13/2019 PLOTTED:

COUNTY

DISTRICT

TABLE 11.6 MULCH APPLICATION RATES APPLICATION RATE (MIN.)

SEE RESOLUTION NOTES MULCH TYPE

URBAN LAND 8%-25%

UgD

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

>200 CM

*

PER 1,000 SQUARE FEET

PER ACRE

SEE RESOLUTION

PER 1,000 SQUARE YARD

NOTES

NOTES EITHER WHEAT OR OAT

URBAN LAND

Ura

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

*

>200 CM

*

SEE RESOLUTION

STRAW

3 TONS

STRAW, FREE OF WEEDS,

1,240 LB.

140 LB.

NOT CHOPPED OR FINELY

NOTES

BROKEN 0-6

TIMOTHY, MIXED CLOVER

VARIABLE

URBAN LAND UudB

UDORTHENTS

0-6 0%-8%

*

Y

C/S

Y

Y

Y

N

Y

Y

N

Y

Y

N

N

N

HAY

CLAY LOAM

N

>200 CM

LIMESTONE

SILTY CLAY LOAM, 6-60

COMPLEX

3 TONS

1,240 LB.

140 LB.

SEE RESOLUTION

AND TIMOTHY OR OTHER NATIVE FORAGE GRASSES

NOTES

SILTY CLAY, CLAY

RESOLUTION NOTES:

WOOD CHIPS

4-6 TONS

185-275 LB.

1,650 - 2,500 LB.

HYDROMULCH

1 TON

47 LB.

415

MAY PREVENT GERMINATION OF GRASSES AND LEGUMES

SEE LIMITATIONS ABOVE

1. MINIMIZE ANY UNPROTECTED SOIL DURING CONSTRUCTION ACTIVITIES AND PROVIDE ADEQUATE EROSION CONTROL MEASURES; ENSURE DISTURBED AREAS ARE SUBJECT TO DUST CONTROL MEASURES. 2. IF SITE IS TO BE USED FOR CONSTRUCTION, DEWATER EXCAVATIONS THROUGH PUMPED WATER FILTER BAGS AS NECESSARY. AVOID PONDING DURING CONSTRUCTION; CLOSE ALL EXCAVATIONS AS SOON AS PRACTICAL; ENSURE ALL INSTALLATIONS ARE WATERTIGHT. 3. FROST ACTION: SUBSURFACE DRAINAGE IS PROVIDED BENEATH PAVEMENT TO PREVENT WATER RETENTION. 4. SINKHOLE OR CLOSED DEPRESSION: THE CONTRACTOR SHALL CONTACT A GEOTECHNICAL ENGINEER TO ANALYZE THE SINKHOLE 5. SLIGHT EROSION HAZARD: THE CONTRACTOR SHALL FOLLOW THE EROSION AND SEDIMENT CONTROL SEQUENCE OF CONSTRUCTION AND PLANS. THE EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EVERY RUNOFF EVENT AND ON A WEEKLY BASIS. IMMEDIATELY AFTER EVERY RUNOFF EVENT THE EROSION AND SEDIMENTATION FACILITIES AND MEASURES WILL BE CLEANED, REPAIRED, AND REPLACED AS NEED. WASHED-OUT AREAS WILL BE RE-GRADED AND RE-SEEDED. FILTER SOCKS WILL BE INSPECTED AND RESTORED TO AN UPRIGHT AND EFFECTIVE POSITION AFTER EVERY RUNOFF EVENT OR WHEN THEY ARE OBSERVED TO BE IN NEED OF MAINTENANCE. 6. PIPING HAZARD: ENSURE PROPER COMPACTION OF ALL EMBANKMENT SLOPES. 7. * NO RATING

TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

SEEDING TABLE FORMULA B MIX

% BY WEIGHT

SPECIES

MATERIAL

3 MIL

5 MIL

5 MIL

TYPE

HDPE

HDPE

HDPE

MULTI-FILAMENT POLYPROPYLENE (MFPP)

ITEM 0804-0011

CREEPING RED FESCUE

30%

KENTUCKY BLUEGRASS

50%

PERMISSABLE SEEDING

MAR 15-JUN 1

DATES

AUG 1-OCT 15

POLYPROPYLENE (HDMFPP)

MATERIAL

20%

PERENNIAL RYEGRASS

HEAVY DUTY MULTI-FILAMENT

PHOTO-

PHOTO-

BIO-

CHARACTERISTICS DEGRADABLE DEGRADABLE DEGRADABLE

PHOTO-

PHOTO-

DEGRADABLE

DEGRADABLE

TABLE 4.2 COMPOST STANDARDS

12"

12"

12"

12"

SOCK

12"

18"

18"

18"

18"

DIAMETERS

18"

24"

24"

24"

24"

32"

32"

32"

32"

MESH OPENING

3/8"

3/8"

3/8"

3/8"

1/8"

TENSILE

SOIL SUPPLEMENTS

26 PSI

STRENGTH

26 PSI

44 PSI

202 PSI

ORGANIC MATTER CONTENT

80%-100% (DRY WEIGHT BASIS)

ORGANIC PORTION

FIBROUS AND ELONGATED

pH

5.5-8.0

MOISTURE CONTENT

35% - 55%

PARTICLE SIZE

98% PASS THROUGH 1" SCREEN

SOLUBLE SALT CONCENTRATION

5.0 dS/m (mmhos/cm) MAXIMUM

ULTRAVIOLET 1. LIME WILL BE AN APPROVED AGRICULTURAL GROUND, HIGH MAGNESIUM LIMESTONE CONTAINING NOT LESS THAN 85% TOTAL CARBONATES, 95% PASSING A 20 MESH SIEVE, 40% PASSING A 60 MESH SIEVE AND A MINIMUM OF 30% PERCENT PASSING A 100 MESH SIEVE, AND WILL BE APPLIED AT THE RATE AS RECOMMENDED BY THE SOIL TEST. LIME WILL BE APPLIED MECHANICALLY AT LEAST 2 WEEKS PRIOR TO PLANTING AND FERTILIZER APPLICATIONS AND INCORPORATED INTO

STABILITY %

23%

23%

100%

100%

ORIGINAL

AT

AT

AT

AT

STRENGTH

1000 HR

1000 HR

1000 HR

1000 HR

6 MONTHS

9 MONTHS

1 YEAR

2 YEAR

(ASTM G-155) MINIMUM FUNCTIONAL

FILL DEPTH OF TOPSOIL PRIOR TO FINE GRADING.

6 MONTHS

LONGEVITY 2. FERTILIZER WILL BE COMPLETE SLOW-RELEASE COMMERCIAL FERTILIZER, COMPLYING WITH ALL TWO-PLY SYSTEMS

FEDERAL AND STATE FERTILIZER LAWS. FIFTY PERCENT OF THE FERTILIZER COMPONENTS WILL BE

HDPE BIAXIAL NET

DERIVED FROM NATURAL SOURCES. FERTILIZER CHEMICAL MAKE-UP WILL BE BASED ON THE SOIL TEST RECOMMENDATIONS BY THE SOIL TESTING LABORATORY AND WILL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS SO THAT WHEN USED IT WILL BE DRY AND FREE

CONTINUOUSLY WOUND INNER CONTAINMENT NETTING FUSION-WELDED JUNCTURES

FLOWING. FOR BIDDING PURPOSES, ASSUME FERTILIZER ANALYSIS TO BE 20,20,20 (N,P,K).

HDPE BIAXIAL NET COMPOSITE POLYPROPYLENE FABRIC (WOVEN LAYER AND NON-WOVEN FLEECE

TABLE 11.1

OUTER FILTRATION MESH

CUBIC YARDS OF TOPSOIL REQUIRED FOR APPLICATION TO VARIOUS DEPTHS

MECHANICALLY FUSED VIA NEEDLE PUNCH) 3/16" MAX. APERTURE SIZE

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS DEPTH (IN)

PER 1,000 SQUARE FEET

PER ACRE

1

3.1

134

2

6.2

268

3

9.3

403

O

E N W A LT

H

M

M

5

15.5

672

6

18.6

806

3

7

21.7

940

2

REVISION NUMBER

O

537

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

F

12.4

O

4

REGISTERED

C

PROFESSIONAL

MATTHEW E STALSITZ

P

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

No.PE073274

E

8

24.8

1,074

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 06_ESC.dgn

AREA. THE CONTRACTOR SHALL FOLLOW THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER FOR REMEDIATION REQUIREMENTS.

N

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OF 15

BLANKET EDGES

INSTALL BEGINNING OF ROLL

STAPLED AND

IN 6 IN. x 6 IN. ANCHOR

OVERLAPPED

TRENCH, STAPLE, BACKFILL

(4 IN. MIN.)

AND COMPACT SOIL

ROUTE

SECTION

0000

MTF

SHEET

7

UPPER MERION TOWNSHIP 6"

STARTING AT TOP OF SLOPE, ROLL BLANKETS IN

PLOTTED:

MONTGOMERY

6-0

2'-0" - 3'-0"

ROLLED EROSION CONTROL PRODUCT, AS INDICATED

12"

5/13/2019

COUNTY

DISTRICT

12"

DIRECTION OF WATER FLOW

ANCHORS (TYP) SEE ANCHOR DETAILS ON SHEET 2

EXISTING GROUND LINE

PREPARE SEED BED

3 "

(INCLUDING APPLICATION OF LIME,

12"

EMBANKMENT MATERIAL

FERTILIZER AND SEED) PRIOR TO BLANKET INSTALLATION

EMBANKMENT MATERIAL

4"

NOTES THE BLANKET SHOULD

OVERLAP BLANKET ENDS 6 IN. MIN.

1.

REFER TO MANUFACTURER

ESTABLISH AND MAINTAIN CONTINUOUS CONTACT

4"

BETWEEN THE EROSION CONTROL MULCH BLANKET

NOT BE STRETCHED;

WITH THE UPSLOPE BLANKED

RECOMMENDED STAPLING

IT MUST MAINTAIN

OVERLYING THE DOWNSLOPE BLANKET

PATTERN FOR STEEPNESS AND

GOOD SOIL CONTACT

(SHINGLE STYLE). STAPLE SECURELY.

LENGTH OF SLOPE BEING

AND THE SOIL. 2. PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH

BLANKETED

PUBLICATION 408, SECTION 806.2(d).

SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO

2'-0" - 3'-0"

INSTALLING THE BLANKET.

SLOPE MATTING DETAILS EXISTING GROUND LINE

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.

NOT TO SCALE SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.

3'-0" BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.

1'-6"

3'-0" 3'-0"

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA.

6'-0"

TEMPORARY SHORT-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 2C (ITEM 0806-0112)

6'-0"

3'-0"

STANDARD CONSTRUCTION DETAIL #11-1 EROSION CONTROL MULCH BLANKET INSTALLATON

3'-0"

DAMAGED OR DISPLACED BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

NOT TO SCALE

4'-0"

2'-0"

THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

SOIL

GEOTEXTILE SAND ANCHORS (TYP)

ANCHORS (TYP)

GRAVEL

FIST SIZE

COARSE FRAGMENTS NOT TO SCALE

ANCHOR PATTERN FOR SLOPES FLATTER THAN 3:1 PLACE 1 ANCHOR/SY

*SINKHOLE EXPLORATION AND REPAIRS SHOULD BE PERFORMED UNDER THE FULL-TIME OBSERVATION/DIRECTION OF AN EXPERIENCED GEOTECHNICAL ENGINEER.

ANCHOR PATTERN FOR BETWEEN 2:1 AND 1:1 (INCLUDING 2:1)

ANCHOR PATTERN FOR SLOPES BETWEEN 3:1 AND 2:1 (INCLUDING 3:1) PLACE 1.5 ANCHORS/SY

PLACE 2 ANCHORS/SY

NOT TO SCALE

REQUIRED EQUIPMENT AND MATERIALS THE FOLLOWING EQUIPMENT AND MATERIALS LISTED SHOULD BE ON STANDBY OR READILY AVAILABLE: EQUIPMENT

MATERIALS

A. BACKHOE CAPABLE OF EXTENDING TO DEPTHS ON THE ORDER OF 4 TO 16 FT BELOW GRADE

A. NON-WOVEN GEOTEXTILE FABRIC

ANCHOR PATTERN AND SLOPE MATTING DETAILS FOR ROLLED EROSION CONTROL PRODUCTS INSTALLATION (INCIDENTAL TO ITEM 0806-0112)

C. WATER

D. 1 TO 2 IN. DIAMETER HOSE

D. "TANK-MIX" GROUT

REVISION NUMBER 3

O

C. COMPACTION EQUIPMENT (JUMPING JACK, WALK BEHIND VIBRATORY, ETC.)

H

REGISTERED

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

F

B. STONE OF VARIOUS GRADATION/SIZE

E N W A LT

O

B. LABORERS AND HAND TOOLS

O

M

M

C

PROFESSIONAL

MATTHEW E STALSITZ

9/05/18

P

PERMIT AMENDMENT SUBMISSION

A

ENGINEER

2

No.PE073274

E

REMEDIATION OF SINKHOLES (ITEM 9000-0004)

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 07_ESC.dgn

NOTES:

N

S Y L VA

OF 15

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

0000

MTF

SHEET

OF 15

8

UPPER MERION TOWNSHIP

50'-0" MIN

PLOTTED:

WELL VEGETATED, GRASSY AREA DISCHARGE HOSE

* CLAMPS *

10'-0" NO. 1 COARSE AGGREGATE

PUMP *

MIN

INTAKE HOSE * FILTER BAG

10'-0" MIN 20'-0" MIN

EXISTING ROADWAY HEAVY DUTY LIFTING STRAPS * (RECOMMENDED)

2 (MIN.)

PLAN VIEW

DISCHARGE HOSE *

1 2 (MIN.)

CLAMPS *

STOCKPILE MATERIAL

1

PLAN 10'-0" MIN

FILTER BAG

COMPOST F I L T E R SOCK,

WELL VEGETATED, GRASSY AREA * PUMP

EXISTING ROADWAY

50'-0" MIN

* INTAKE HOSE

*INCIDENTAL TO ITEM

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

5: 1

1 5:

ELEVATION VIEW

NOTES:

NOT E :

ST OCKPI L E HE I GHT S MUST NOT E XCE E D 35 F E E T .

ST OCKPI L E SL OPE S MUST BE 2: 1 OR F L AT T E R.

TEST METHOD

MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH

ASTM D-4884

60 LB/IN

GRAB TENSILE

ASTM D-4632

205 LB

PUNCTURE

ASTM D-4833

110 LB

MULLEN BURST

ASTM D-3786

350 PSI

6" MIN,

UV RESISTANCE

ASTM D-4355

70%

SEE NOTE 4

AOS % RETAINED

ASTM D-4751

80 SIEVE

GEOTEXTILE, CLASS 4, TYPE A

PIPE INCIDENTAL

PROPERTY

SE E DE T AI L S F OR F I L T E R SOCK I NST AL L AT I ON.

SLOPE

EARTH FILL

MOUNTABLE

EXISTING GROUND

BERM NO. 1 COARSE AGGREGATE 8" MIN

PROFILE

NOTES 1.

INSPECT THE ENTRANCE DAILY. REMOVE ALL SEDIMENT DEPOSITED ON THE PUBLIC ROADWAYS AND RETURN TO THE CONSTRUCTION SITE. WASHING OF THE ROADWAY WILL NOT BE PERMITTED.

2.

WHENEVER ROCK BECOMES CLOGGED WITH SEDIMENT.

T OPSOI L ST OCKPI L E

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.

FS 4 2

24 FS

MAINTAIN STOCKPILE OF AASHTO NO.1 COARSE AGGREGATE.

4.

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.

MAINTAIN THE SPECIFIED ROCK CONSTRUCTION ENTRANCE THICKNESS. PLACE ADDITIONAL ROCK

3.

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

CONSTRUCT A MOUNTABLE BERM ONLY WHEN 150

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.

COMPOST F I L T E R SOCK, 24" DIAMETER

(6") MIN COVER CANNOT BE PROVIDED OVER THE PIPE. 5.

SATISFACTORILY REMOVE MATERIALS AS PER SPECIFICATION IN PUBLICATION 408, SECTION 849

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.

WHEN ROCK CONSTRUCTION ENTRANCE IS NO

COMPOST FILTER SOCK, 24" DIAMETER

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

LONGER NEEDED. 6.

TOPSOIL STOCKPILE DETAIL (ITEM 0867-0022) NOT TO SCALE

PROVIDE GEOTEXTILE MATERIAL MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTION 735.

FURNISH AND INSTALL IN ACCORDANCE WITH PUBLICATION 408, SECTION 212. PROVIDE GEOTEXTILE ALONG ALL INTERFACE AREAS WITH GROUND

STANDARD CONSTRUCTION DETAIL #3-16 PUMPED WATER FILTER BAG

CONTACT. CONSTRUCT ROCK CONSTRUCTION ENTRANCE WITHIN THE RIGHT-OF-WAY OR EASEMENT AREAS. ENTRANCE MAY BE CONSTRUCTED ON A SKEW IF

(ITEM 0855-0003) NOT TO SCALE

ADEQUATE PULL OUT SIGHT DISTANCE IS AVAILABLE. O

E N W A LT

H

M

M

3

ROCK CONSTRUCTION ENTRANCE

2

PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

No.PE073274

E

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

NOT TO SCALE

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

9/05/18

P

PERMIT AMENDMENT SUBMISSION

A

ENGINEER

1

(ITEM 0849-0010)

F

STANDARD CONSTRUCTION DETAIL #3-1

REVISIONS

O

REVISION NUMBER

REGISTERED

O

7.

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 08_ESC.dgn

3'-0"

24" DIAMETER

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

0000

MTF

SHEET

9

OF 15

PLOTTED:

UPPER MERION TOWNSHIP

LIMIT OF WORK STA 104+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

START WORK STA 105+20.00 FIRST AVENUE LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

UNNAMED TRIB. TO 11 0

0 1 1

0 1

1

TROUT CREEK 5 10

LEGAL RIGHT-OF-WAY LINE

0 10

UgB

0 11

5 0 1

FOR TOWNSHIP ROAD

105

100 YEAR

105

141

110 0 10

UgB

3' COV.

MOORE ROAD (60' WIDE)

153

15 0 14 5

D . OWNE CUST 145

EJB EJB

143

1 3 2

110

UgB

147

5 2 1

2 15

TS

111 112

TERMINUS

113

140

120

110

129

1 1 5

6 1 1

1 1

10.5'

T

T

114.3

120

B Uud

110

11 2

K WAL SID TE CRE CON

1 1 3

120

U

113.8

UgD

114.5 1 1 4

113.8

115

115

116

UB

EJB

117

TJB

115

125

0 4 1

0

16

T

WV

150

UgB

WV

EJB

T

131

130

11 4

8

0

25.00'

114

B CUR TE CRE CON

115

111

4 1 1

128

7 1 1

127 9 11

2 1

2 2 1

1 2 1

126 3 2 1

4 2

1

5 2 1

7 2

6 2

0 3 1

133

1 3

1

2 3

4 13

135

7 13

125

FIRST AVE

114.7

(60' WIDE) T

124

1

123

142

143

144

5 14

UudB

122

1

121

FIRST AVE

8 2 1

120

9 2 1

119

FO

7 14

1 5 9

1ST AVENUE

UudB

13 5

118

W

W

135

136

117

159

1

116

8 5 1

139

7 5 1

6 13

115

114

8 13

5 5 1

4 5 1

133

B TE CUR CONCRE

132

CONCRETE CURB

0 4 1

113 3 5 1

8 14

2 5 1

9 14

1 5 1

6 14

112

UB

1 4 1

0 15

9 14

8 14

0 15

111 7 14

1 15

6 14

5 14

4 4 1

2 15

3 4 1

4 5

2 4 1

3 15

110

109 1 4 1

1

9 3 1

5 15

8 3 1

7 15

7 3 1

6 5

107 6 3 1

1

106

8 5 1

105

134

113

SWALE

110

5 3 1

3 14

3' COV.

4.7' €

139

1 5 6

138

108

135

150

3' COV.

148 137

B CUR TE CRE CON

SWALE

110

5 14

154

155

7 15

UB 136

UNKNOWN

109

UudB

UNKNOWN

EJB

155 155

135

133 134

104

T

153

0 14 130

135

110

SWALE

TERMINUS

PS

UudB

135

2 11 111 110

114

151

115

K WAL SID TE CRE CON

136

1 1 1

110

150

142

1 3 0

15 8

T

110

9 2 1

150.3

150.2

137 110

149.2

1 14

138

110

UgB

K WAL SID TE CRE CON

0 11

0 2 1

150.3

EJB

9 5 1

UgB

UudB

0 3 1

150

1 3 0

5 15

139

9 10

1 1 0

135

7 5 1

150.5

157

UudB

150.4

150

140

150.4

UgB

UP TJB

150.7

130

145

1 5 5

UudB

140

0 11

110

125

1 4 0

UgB 150.6

UudB

1 1 5

11 5

1 5 0

5 5 1

105

B Uud

109

5 13

T

118

TJB

119

120

160

11 5

12 0

0

120

11 5

160

135

UudB

125

UrA

TJB

5 1 1

UudB

0 12

120

16 0

1 1 5

120

5

125

118 119

120

YD

125

145

150

1 5

YD

FIRST AVENUE

16 0

0 5 1

117

5 11

YD

GM

UgB

1 4 0

UrA

MB

116

123

5

3

150

16 5

114 115

YD

UgB

160

UgB

5 4 1

TJB

P A R ( K 5 0 A ' V 1 E 1 W 5 N I U D E E )

5 15

14 0

16 5

150

LEGAL RIGHT-OF-WAY LINE

UgD

FOR TOWNSHIP ROAD

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

8.3'

LIMIT OF WORK STA 139+50.00 FIRST AVENUE UPPER MERION TOWNSHIP

Linear

14 0

145

145

0 4 1

140

55.7' €

164

160

165 5 3 1

UgB

9 11 1 12 3 12

163

7 11

0 16

162

0

161

155

3 1

160

0 15

1 2

159

UudB

5 14

1

Park\Design\CT\DGN\E&S\FirstAve_SHT

09_ESC.dgn

FLOODPLAIN

Avenue

MONTGOMERY COUNTY

THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR

LEGEND

TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

SCALE 0

1' EXISTING MINOR CONTOUR LINE

120

240 FEET

LEGAL RIGHT OF WAY

TOTAL

NPDES BOUNDARY

E N W A LT

H

REVISION NUMBER

AREA

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REGISTERED

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

100 YEAR FLOOD PLAIN P

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

No.PE073274

E

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

PERMIT

O

F

UudB

PERMIT

M

O

SOIL BOUNDARY LINE

RMA

EXISTING FEATURES PLAN M

NPDES

LIMIT OF DISTURBANCE

O

LOD

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

-

First

STOP WORK STA 138+50.00 FIRST AVENUE

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

SHEET

0000

MTF

10 OF 15

PLOTTED:

UPPER MERION TOWNSHIP

LIMIT OF WORK STA 104+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY

START WORK STA 105+20.00 FIRST AVENUE EXISTING/PROPOSED POINT OF INTEREST UNNAMED TRIB. TO 11 0

0 1 1

0 1

1

TROUT CREEK 5 10

0 10

UgB

0 11

5 0 1

105

100 YEAR

105

141

110 0 10

UgB

142

114 115

118

11 5

120

11 5

12 0

7 11

120

P A R ( K 5 0 A ' V 1 E 1 W 5 N I U D E E )

135

125

120

160

5 1 1

125

123

UudB

125

UudB

0 12

UrA

145

150

16 0

1 2 1

0 2 1

5 15

1 1 5

120

123

9 11 1 12 3 12

122

119

UgB

5

121

117

5 11

FIRST AVENUE

120

116 117 118

4 11

116

145

16 5

120

119

11 4

UrA

151

115 115

118

119

UgB

119

115

115

141

UgD

4 11

118

0

1 5 6

11 5

0 1

5

151

1 5 4

152

143 144

160

1 5

112

115

14 0

14 6

120

11 1

112

3 11

7 11

147 14 8

16 0

0 5 1

U

125

14 9

11 2

K WAL SID TE CRE CON

117

5 15

B Uud

110

4 1 1

6 1 1

8

0

UgB

120

111

1 1 3

T

0

6 15

UgB

1 4 0

131

130

11 4

133

115

1 2

142

15 3

MOORE ROAD (60' WIDE)

153

15 0 14 5

1 3 0 1 3 5

3

129

1 1 5

10.5'

3 1

1 5 0

0 16

5

3

150

132

1 1 4

T

145

UgB

1 1 1

1 1

128

7 1 1

1 1

127 9 11

2 1

1 2 1

2 2 1

126 3 2 1

4 2

1

5 2 1

7 2

6 2

1

0 3 1

133

1 3

1

2 3

4 13

142

143

144

135

7 13

139

8 13

125

14 0

5 4 1

1 1 4

110

114

114

FIRST AVE

134

113

SWALE

115

1 5 2

16 5

150

UgD

8.3'

RAIN GARDEN OUTLET STRUCTURE

LIMIT OF WORK STA 139+50.00 FIRST AVENUE

Linear

14 0

124

150

1 5 3

0 4 1

140

5 14

0

16

0 4 1

15 4

7 5 1

164

160

UudB

UNKNOWN

116

165 5 3 1

118

T

T

163

120

112 SWALE

(60' WIDE)

160

162

123

UNKNOWN

109

150

161

155

UudB

122

T

160

0 15

121

FIRST AVE

1ST AVENUE T

159

UudB

5 14

120

8 2 1

119

FO

7 14

1 5 9

1

118

W

W

121

135

11 3

TERMINUS

110

SWALE

110

9 2 1

117

159

2 11 111 110

113 TERMINUS

119

115

1

116

8 5 1

6 14

7 5 1

122

4 12

6 13

115

114

UudB

13 5

12 3

5 3 1

0 4 1

5 5 1

4 5 1

111 112

114

3 14

1 4 1

113 3 5 1

8 14

2 5 1

9 14

1 5 1

1 15

112

0 15

0 15

9 14

8 14

2 15

111 7 14

4 5

6 14

5 14

4 4 1

3 15

3 4 1

1

2 4 1

0 2 1

150

5 15

110

109 1 4 1

4 3 1

5 14

154

155

1 2 5

5 2 1

7 15

135

136

15 6

155

UgB

12 6

2 3 1

3 3 1

120

110

110

110

129

130 1 14

T

153

143

140 140

108 9 3 1

1 3 2

2 14

115

K WAL SID TE CRE CON

136

1 1 1 11 2

12 7

131

139

143

9 2 1

138

7 15

8 3 1

3 14 145

148 137

138

6 5

7 3 1

144

147

2 15

156

137 110

128

0 14

1

107 6 3 1

6 15

136

145

157

UB

137

146

K WAL SID TE CRE CON

138

109

110

9 13

8 5 1

106

9 5 1

134

158

155

136

135

105

5 5 1

147

139

0 11

110

UgB 8 14

9 14

151

0 14

135

133 134

104

15 8

T

150

130

135

150.3

150.2

157

149.2

1 14

UudB

150.3

UudB

0 3 1

150

UgB

1 3 0

5 15

110

9 10

1 1 0

135

7 5 1

150.5

157

UudB

150.4

150

140

150.4

UgB

TJB

150.7

130

145

1 5 5

UudB

140

0 11

110

125

1 4 0

UgB 150.6

UudB

1 1 5

6 11

1 5 0

5 5 1

105

B Uud

109

5 13

1

Park\Design\CT\DGN\E&S\FirstAve_SHT

10_ESC.dgn

FLOODPLAIN

Avenue

UPPER MERION TOWNSHIP MONTGOMERY COUNTY

LEGEND

AREA OF MINIMIZED SOIL COMPACTION

THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR

AMENDED SOIL

TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

SCALE 0

1' EXISTING MINOR CONTOUR LINE LIMIT OF DISTURBANCE NPDES BOUNDARY

TOTAL

RAIN GARDEN DRAINAGE AREA

E N W A LT

H

REVISION NUMBER

AREA

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REGISTERED

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

100 YEAR FLOOD PLAIN P

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

No.PE073274

E

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

PERMIT

O

F

UudB

PERMIT

M

O

SOIL BOUNDARY LINE

RMA

PERMANENT BMP PLAN M

NPDES

240 FEET

O

LOD

120

C

FILE NAME: G:\Projects\KPBD\16xx

OPERATOR:

-

First

STOP WORK STA 138+50.00 FIRST AVENUE

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

SHEET

0000

MTF

11 OF 15

PLOTTED:

UPPER MERION TOWNSHIP

LIMIT OF WORK STA 104+50.00 FIRST AVENUE UPPER MERION TOWNSHIP MONTGOMERY COUNTY START WORK STA 105+20.00 FIRST AVENUE

1

4

VALLEY FORGE COLONIAL, LP

ROYALE GARDEN, LP

5 13

UudB 150.7

15

0

140

5

UgB

4

1 3 0

150.5

3 1

0 3 1

PARKVIEW TOWER ASSOCIATES, LP

135

133 5

134 137

136

136

137

138

139

142

143

140 140

138

1

3

134

135

12" CFS

0 14

130

0 15

105

106

7 3 1

107

136

1 4 1

9

8

3 CONSTR & SURVEY 13 1

FIRST AVENUE

3 4 1

FIRST AVENUE

2 4 1

108

6 14

5 14

4 4 1

109

7 14

110

1 5 1

9 14

8 14

111

2 5 1

112

PI

6 3 1

13 5 1 4 0

5 14

UudB 50

LEGAL RIGHT-OF-WAY LINE1

155

FOR TOWNSHIP ROAD

5 3 1 145

0 4 1

5

5 4 1

5

150

1

5

2

UgB

BRANDYWINE OPERATING PARTNERSHIP, L.P. 0 5 1

LEGEND THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES

PROPOSED TRAIL

BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

12" COMPOST FILTER SOCK

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

SCALE 0

25

50 FEET

1' EXISTING MINOR CONTOUR LINE M

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

F

AREA

PROFESSIONAL

MATTHEW E STALSITZ

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

No.PE073274

E

SOIL BOUNDARY LINE

UudB

REVISION NUMBER

AREA

LIMIT OF DISTURBANCE NPDES BOUNDARY

H

REGISTERED

P

NPDES

PERMIT

E N W A LT

O

LOD

PERMIT

AREA

REQUIRED RIGHT OF WAY TEMPORARY CONSTRUCTION EASEMENT

RMA

O

O

TOTAL

LEGAL RIGHT OF WAY

M

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

FS-12

C

FILE NAME: G:\Projects\KPBD\16xx

1 14

3

OPERATOR:

UudB

1

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 11_ESC.dgn

TEMPORARY CONSTRUCTION EASEMENT

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

SHEET

0000

MTF

12 OF 15

PLOTTED:

UPPER MERION TOWNSHIP

PI STA 112+32.92 5 5 1

5

4

TEMPORARY CONSTRUCTION EASEMENT

ALISUE LLC & ANEFF, LLC

ROYALE GARDEN, LP

1 5 5

UudB

UgB

UP

150.3

150.2

157

15 8

5 5 1

EJB EJB

5

1

15

9

T

4

EJB

5

150.3

MOORE

15 3

150

5 15

157

7 5 1

150.5

1

150.4

UudB

3' CO V.

150.4

ROAD (60' WIDE)

TJB

3

UgB 150.6

15

NO CURVE

TS

156

6

149.2

158

150

157

151

UB

1

PI

8

9

14

0

OUTLET STRUCTURE 16

T

120

1ST AVENUE (60' WIDE)

RAIN GARDEN

FOR TOWNSHIP ROAD

14

15

1

2

LINE FOR TOWNSHIP ROAD

119

UudB

FIRST AVE

LEGAL RIGHT-OF-WAY

3

118

15

15

4

5

6

15

5

15

5

117

7

1 5 9

W

116

LEGAL RIGHT-OF-WAY LINE

FO

1

FIRST AVENUE

15

115

114

113

W

8

4 5 1

159

5

7 CONSTR & SURVEY 8 5 5 1 1 FIRST AVENUE

3' COV .

1

TOWNSHIP ROAD

1

T

0

150

T

15 4

150

1 5 3

160 159

1 5 2

160 161 162 163

14 9

1 5 0 7 5 1

164

160

6 15

5 15

151 15

165

5

16 0

16 5

UgB

SIDEWALK EASEMENT

16 5

2 16 0

TNERSHIP, L.P. BRANDYWINE OPERATING PAR

6 ATES, LLC 1075 FIRST GLOBAL ASSOCI

LEGEND EROSION CONTROL MULCH BLANKET

PROPOSED TRAIL THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR

FS-12

12" COMPOST FILTER SOCK

TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES

PROPOSED MAJOR CONTOUR LINE

BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY

145

1' PROPOSED MINOR CONTOUR LINE

FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

150

EXISTING MAJOR CONTOUR LINE

150

1' EXISTING MINOR CONTOUR LINE LEGAL RIGHT OF WAY

SCALE

REQUIRED RIGHT OF WAY

0

25

50 FEET

TEMPORARY CONSTRUCTION EASEMENT M

REVISION NUMBER

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

No.PE073274

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

E

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

H

REGISTERED

P

UudB

PERMIT

F

SOIL BOUNDARY LINE

PERMIT

AREA

NPDES BOUNDARY TREE PROTECTION FENCE

RMA

E N W A LT

O

NPDES

TOTAL

LIMIT OF DISTURBANCE

O

O

LOD

M

C

3 5 1

5 6

LEGAL RIGHT-OF-WAY LINE FOR 5 5 1

154

155

160

FILE NAME: G:\Projects\KPBD\16xx

15 6

7 15

0

OPERATOR:

EJB

155 155

16

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 12_ESC.dgn

PS T

153

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

SHEET

0000

MTF

13 OF 15

PLOTTED:

UPPER MERION TOWNSHIP

0

ALISUE LLC & ANEFF, LLC

SIDEWALK EASEMENT

5 1

145

146

128

144

152

1 3 2

2 14

5 12 3

122

119

120

121

118

1 31

5 3 1

3 14

148

4 12

UB 4

1 1

7

6

1

1

1

1 8

0

11

2

9

FIRST AVENUE

125

1

1

1

2

2

2

1

1

4

3

2

2

1

5

6

7

124

2

2

2

0

123

1

1

1

8

3

1

1

3

9

2

2

1

1

1

3

4

13

5

13

13

6

7

FIRST AVENUE

122

2 3

1

13

13

8

5

142

143

144

14

6

121

13

139

1

14

UudB

CONSTR & SURVEY

1

0

4

1

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

7

126

127

128

WV

T

T

UB

EJB T

EJB

TJB 125

WV

TJB

14 0

14 6

115

141

UgB

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD 3

TJB

UrA

0

143 144

142

1

147 14 8

MB YD

145

YD 14 0

YD

YD

UgB

TJB

135

GM

145

11

5 1 1

5 11

BRANDYWINE OPERATING PARTNERSHIP, L.P.

5

9 7

12 0

150

1045 FIRST AVENUE PARTNERS, L.P.

LEGEND EROSION CONTROL MULCH BLANKET

PROPOSED TRAIL THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR

FS-12

12" COMPOST FILTER SOCK

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

1' EXISTING MINOR CONTOUR LINE LEGAL RIGHT OF WAY

SCALE

REQUIRED RIGHT OF WAY

0

25

50 FEET

TEMPORARY CONSTRUCTION EASEMENT M

REVISION NUMBER

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

No.PE073274

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

E

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

H

REGISTERED

P

UudB

PERMIT

F

SOIL BOUNDARY LINE

PERMIT

AREA

NPDES BOUNDARY TREE PROTECTION FENCE

RMA

E N W A LT

O

NPDES

TOTAL

LIMIT OF DISTURBANCE

O

O

LOD

M

C

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 13_ESC.dgn

2

3 3 1

4 3 1

5 14

14

FILE NAME: G:\Projects\KPBD\16xx

1 2 5

2 3 1 9 13

UgB

12 6

1

1 14 0 14

OPERATOR:

129

130

2 15

150

12 7

9

147

143

2

3 14 145

1

15 1

0

0

147

ALISUE LLC & ANEFF, LLC TEMPORARY CONSTRUCTION EASEMENT

UgB

15 8 14

9 14

0

8

135

5

2

3

1

1

14 5

5 12

1 4

0

1 1 5

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

0000

MTF

SHEET

14

OF 15

PLOTTED:

UPPER MERION TOWNSHIP

TEMPORARY CONSTRUCTION EASEMENT 109

110

12 1 1 0

ATOFINA CHEMICALS INC.

8

110

ALISUE LLC & ANEFF, LLC

SIDEWALK EASEMENT 110 1 1 1

UudB

11 2 111

112

10

110

136

111

113

135

1 1 4

110

115

11 2

110

114

PC

4

132

U

131

130

112 3 11

LEGAL RIGHT-OF-WAY LINE FOR TOWNSHIP ROAD

1 1 4

4 11

6

115

FIRST AVENUE

116

115

120

119

11 4

114

121

120

TEMPORARY CONSTRUCTION EASEMENT

1

2

0

125

123

120

9

11

1 25

UudB SIDEWALK EASEMENT

7

3

1

0

2

2

0 12

UrA

5 1 1

UudB

1

1

1 1 5

120

1

125

118 119

12

123

122

117

12

4 11

116

120

116 117 118

11

115

5 11

119

119

118

118

115

115

11

117

115

11 1

112

11

129

VEY & SUR R T S CON E AVENU FIRST

7

UgB

133

1

11 4

134

1 1 3

1

1 1 5

IDW E S T E CR CON

114

3

120

10

11

MINTZ MANAGEMENT, LLC

BRANDYWINE OPERATING PARTNERSHIP, L.P.

LEGEND EROSION CONTROL MULCH BLANKET

PROPOSED TRAIL/ROADWAY PAVEMENT THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR

FS-12

12" COMPOST FILTER SOCK

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

1' EXISTING MINOR CONTOUR LINE LEGAL RIGHT OF WAY

SCALE

REQUIRED RIGHT OF WAY

0

25

50 FEET

TEMPORARY CONSTRUCTION EASEMENT M

REVISION NUMBER

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

No.PE073274

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

9/05/18

A

ENGINEER

PERMIT AMENDMENT SUBMISSION

E

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

H

REGISTERED

P

UudB

PERMIT

F

SOIL BOUNDARY LINE

PERMIT

AREA

NPDES BOUNDARY TREE PROTECTION FENCE

RMA

E N W A LT

O

NPDES

TOTAL

LIMIT OF DISTURBANCE

O

O

LOD

M

C

FILE NAME: G:\Projects\KPBD\16xx

113

1

OPERATOR:

UudB

11 3

IGHT-OF-WAY R LEGAL11 1 10 1 HIP ROAD E FOR TOWNS N LI 9

1

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 14_ESC.dgn

114

2 11

1

112

1 1

110

PT

110

N

S Y L VA

5/13/2019

COUNTY

DISTRICT

MONTGOMERY

6-0

ROUTE

SECTION

0000

MTF

SHEET

15

10 5

10 0

13

5

11 0

11

100 YEAR

10

0

11

PLOTTED:

UPPER MERION TOWNSHIP

METROPOLITAN BUSINESS PARK, LP

0

FLOODPLAIN 12

UNNAMED TRIBUTARY TO

ATOFINA CHEMICALS INC.

UgB

TROUT CREEK

SIDEWALK EASEMENT

UudB

110

110

TEMPORARY CONSTRUCTION EASEMENT

105

1 0 5

12" CFS

100

5 0 1

105

9 10

109

105

105

110

110

0 1 1

110

EXISTING/PROPOSED

110

POINT OF INTEREST

110

PT

110

CONSTR & SURVEY LEGAL RIGHT-OF-WAY LINE 138

137

136

FOR TOWNSHIP ROAD

FIRST AVENUE

F IRST AVENUE 139

LEGAL RIGHT-OF-WAY LINE

110

115

115

11 1

120 120

1

1

5

STOP WORK STA 138+50.00 FIRST AVENUE

120

SIDEWALK EASEMENT

UudB LIMIT OF WORK STA 139+50.00 FIRST AVENUE

115

14

UPPER MERION TOWNSHIP MONTGOMERY COUNTY

PSI PHARMA SUPPORT AMERICA, INC.

TEMPORARY CONSTRUCTION EASEMENT

0 12

UgD

LEGEND EROSION CONTROL MULCH BLANKET

PROPOSED TRAIL

THE LIMIT OF DISTURBANCE AND NPDES BOUNDARIES ARE WITHIN THE EXISTING RIGHT-OF-WAY WAY OR TEMPORARY CONSTRUCTION EASEMENTS ALONG FIRST AVENUE. THE GRAPHICAL LIMIT OF DISTURBANCE AND NPDES

12" COMPOST FILTER SOCK

150

PROPOSED MAJOR CONTOUR LINE

145

1' PROPOSED MINOR CONTOUR LINE

150

EXISTING MAJOR CONTOUR LINE

BOUNDARIES DEPICTED ON THESE PLANS HAVE BEEN SHOWN BEYOND THE LIMITS OF THE LEGAL RIGHT-OF-WAY FOR PRESENTATION PURPOSES ONLY. ALL CALCULATIONS ARE BASED UPON THE LEGAL LIMITS.

1' EXISTING MINOR CONTOUR LINE

SCALE

LEGAL RIGHT OF WAY

0

25

50 FEET

REQUIRED RIGHT OF WAY

NPDES BOUNDARY

PERMIT

M

REVISION NUMBER

AREA

AREA

AREA

AREA

AREA

SF

SF

SF

AC

3

NPDES/LOD

150,817

19,798

131,019

3.01

2

REVISIONS PERMIT REVISION - NEW PROJECT LIMITS

DATE 2/15/19

PROFESSIONAL

MATTHEW E STALSITZ

100 YEAR FLOOD PLAIN

A

9/05/18

No.PE073274

E

SOIL TYPE (SEE SHEET 3 FOR DETAILS)

ENGINEER

PERMIT AMENDMENT SUBMISSION

P

UudB

H

REGISTERED

TREE PROTECTION FENCE SOIL BOUNDARY LINE

E N W A LT

F

NPDES

LIMIT OF DISTURBANCE

PERMIT

O

O

LOD

RMA

M O

TOTAL

TEMPORARY CONSTRUCTION EASEMENT

1

REVISED AS PER MCCD COMMENT LETTER

3/22/18

SUBMISSION TO MCCD

2/14/18

EROSION AND SEDIMENT POLLUTION CONTROL PLAN

N

N

I

FS-12

C

FILE NAME: G:\Projects\KPBD\16xx

FOR TOWNSHIP ROAD

120

- First Avenue Linear Park\Design\CT\DGN\E&S\FirstAve_SHT 15_ESC.dgn

110

OPERATOR:

143

142

141

140

N

S Y L VA

OF 15