5-Conowingo Creek Daniel Miller Stream Plans 2026-02-09 (1).pdf

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Attached to
Daniel Miller Stream Restoration
Solicitation number
Not on record
Issued by
Lancaster County, Pennsylvania

About this file

This document is a stream restoration plan prepared by Rettew Associates, Inc. for the Daniel Miller Stream Restoration project located at 376 Goat Hill Road, Peach Bottom, Pennsylvania in Fulton Township, Lancaster County. The project encompasses streambank stabilization work along approximately 2,090 feet of the Daniel Miller Stream, utilizing multiple Best Management Practice (BMP) approaches and natural channel design principles consistent with Pennsylvania Fish and Boat Commission guidelines for trout stream habitat improvements. The scope includes furnishing all materials, equipment, supplies, and labor necessary to implement the stabilization work, along with enhancement and management of the existing riparian buffer in the floodplain and adjacent wetlands. The design drawings (plan sheets 047642001-RIVR-PLAN-01 through 047642001-RIVR-PLAN-19) were dated January 28, 2022, and incorporate Pennsylvania One Call System notifications (Serial Number 20220281771) pursuant to the Pennsylvania Underground Utility Protection Act.

The restoration design specifies soil amendment and seeding application rates for both temporary and permanent stabilization, with recommendations including agricultural lime, fertilizer, mulch applications, and seed mixtures tailored to site conditions. Notably, Rettew does not recommend soil amendments for this project due to alluvial soils and legacy sediments but provides guidance for amendments if stabilization does not occur timely. The plan includes specifications for riprap placement and rock filter applications at identified locations. Contractors must provide written notification to Rettew no less than 10 days and no more than 90 days prior to the construction begin date to allow for updates to PA811 One Call tickets as required under Act 287. The design incorporates comprehensive erosion and sediment control measures aligned with Pennsylvania Department of Environmental Protection standards.

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Text version

ONE CALL SYSTEM SERIAL NUMBER:

NUMBER(S) FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S),

ADDITIONALLY, RETTEW ASSOCIATES, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE

INFORMATION RECEIVED PURSUANT TO SAID REQUEST, AND AS REFLECTED ON

THIS/THESE DRAWING(S), IS CORRECT OR ACCURATE. INFORMATION REFLECTED

ON THIS/THESE DRAWING(S) IS SHOWN AS REQUIRED BY SAID ACT NO. 160 OF

2016, AND AS PROVIDED BY THE FACILITY OWNER PURSUANT TO SECTION 2,

CLAUSE (4) OF SAID ACT.

DATE:

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES THREE (3)

WORKING DAYS NOTICE FOR CONSTRCTION

PHASE AND TEN (10) WORKING DAYS IN

DESIGN STAGE - STOP CALL1-800-242-1776

IT IS THE CLIENT'S RESPONSIBILITY TO NOTIFY RETTEW NO LESS THAN 10 DAYS

AND NO MORE THAN 90 DAYS PRIOR TO THE CONSTRUCTION BEGIN DATE. THIS

NOTIFICATION WILL ALLOW US TO UPDATE THE PA811 ONE CALL TICKETS

ASSOCIATED WITH THIS PROJECT, WHICH IS A REQUIREMENT UNDER ACT 287.

JANUARY 28, 2022

20220281771

PA ONE CALL UNDERGROUND UTILITY PROTECTION ACT

PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT

187 OF 1996, ACT 181 OF 2006, ACT 160 OF 2016 AND ACT 50 OF 2017 OF THE

PENNSYLVANIA STATE LEGISLATURE, RETTEW ASSOCIATES, INC. HAS

PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING

EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL

SUBDIVISION(S) SHOWN ON THE DRAWINGS:

1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW

ASSOCIATES, INC. REQUESTED FROM EACH FACILITY OWNER

DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM

NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE

(4) OF SAID ACT, NOT LESS THAN TEN (10) NOR MORE THAN NINETY (90)

BUSINESS DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.

2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY

CALLING THE PENNSYLVANIA ONE CALL SYSTEM SERVING THE

LOCATION WHERE THE WORK IS TO BE PERFORMED, AND SHOWING

THE ASSOCIATED SERIAL NUMBER(S) ON THIS/THESE DRAWING(S).

3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

POSITION AND TYPE OF EACH FACILITY, AS DERIVED PURSUANT TO THE

REQUEST MADE AS REQUIRED BY CLAUSE (2),

4. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

TOLL-FREE NUMBER FOR THE ONE CALL SYSTEM AND THE SERIAL

NUMBER(S) FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S),

ADDITIONALLY, ASSOCIATES,

CF CF CF CF

12FS

12FS

12FS

FS

CF

CF

CF

CF

CF

CF

CF

CF

CF

CF

12FS

12FS

12FS

CF

C F

12FS 12FS

12FS

12FS

CF

12FS

12FS

12FS

TEMPORARY SEEDING APPLICATION RATE

PERMANENT SEEDING APPLICATION RATE

NOTE: A COMPOST BLANKET WHICH MEETS THE STANDARDS OF CHAPTER 11 OF THE PADEP E & S MANUAL MAY BE

SUBSTITUTED FOR THE SOIL AMENDMENTS SHOWN IN THE TABLE ABOVE.

SOIL AMENDMENT PER ACRE PER 1,000 S.F. PER 1,000 S.Y. NOTES

AGRICULTURAL LIME

10-20-20 FERTILIZER

AGRICULTURAL LIME

10-10-10 FERTILIZER

6 TONS

1,000 LBS.

1 TON

500 LBS.

240 LBS.

25 LBS.

40 LBS.

12.5 LBS.

2,480 LBS.

210 LBS.

410 LBS.

100 LBS.

OR AS PER SOIL TEST, MAY

NOT BE REQUIRED IN

AGRICULTURAL FIELDS

OR AS PER SOIL TEST, MAY

NOT BE REQUIRED IN

AGRICULTURAL FIELDS

TYPICALLY NOT REQUIRED

FOR TOP SOIL

TYPICALLY NOT REQUIRED

FOR TOP SOIL

SOIL AMENDMENT PER ACRE PER 1,000 S.F. PER 1,000 S.Y. NOTES

SOIL AMENDMENT APPLICATION RATE EQUIVALENTS

NOTE:

RETTEW DOES NOT RECOMMEND SOIL AMENDMENTS FOR THIS STREAM

RESTORATION PROJECT DUE TO ALLUVIAL SOILS AND LEGACY SEDIMENTS.

HOWEVER IF STABILIZATION DOES NOT OCCUR IN A TIMELY MANNER,

PLEASE CONDUCT SOIL TESTING, AND FOLLOW THE BELOW

RECOMMENDATIONS FOR AMENDMENTS.

APPLICATION RATE (MIN.)

MULCH TYPE PER ACRE PER 1,000 S.F. PER 1,000 S.Y. NOTES

STRAW

HAY

3 TONS

3 TONS

140 LBS.

140 LBS.

1,240 LBS.

1,240 LBS.

EITHER WHEAT OR OAT

STRAW, FREE OF WEEDS, NOT

CHOPPED OR FINELY BROKEN

TIMOTHY, MIXED CLOVER

AND TIMOTHY OR OTHER

NATIVE FORAGE GRASSES

MULCH APPLICATION RATES

WOOD CHIPS

HYDROMULCH

4 - 6 TONS

1 TON

185 - 275 LBS.

47 LBS.

1,650 - 2,500 LBS.

415 LBS.

MAY PREVENT

GERMINATION OF

GRASSES AND LEGUMES

SHOULD NOT BE USED ON

SLOPES STEEPER THAN 5%

PENN STATE, "EROSION CONTROL AND CONSERVATION PLANTINGS ON NONCROPLAND"

1. PLS IS THE PRODUCT OF THE PERCENTAGE OF PURE SEED TIMES PERCENTAGE GERMINATIONS DIVIDED BY 100. FOR EXAMPLE, TO SECURE THE ACTUAL PLANTING RATE FOR SWITCHGRASS, DIVIDE 12 POUNDS PLS SHOWN ON THE SEED TAG. THUS, IF THE PLS CONTENT OF A GIVEN SEED LOT IS 35%, DIVIDE 12 PLS BY 0.35 TO OBTAIN 34.3 POUNDS OF SEED REQUIRED TO PLANT ONE ACRE. ALL MIXTURES IN THIS TABLE ARE SHOWN IN TERMS OF PLS.

2. IF HIGH-QUALITY SEED IS USED, FOR MOST SITES SEED SPRING OATS AT A RATE OF 2 BUSHELS PER ACRE, WINTER WHEAT AT 1.5 BUSHELS PER ACRE, AND WINTER RYE AT 1 BUSHEL PER ACRE. IF GERMINATION IS BELOW 90%, INCREASE THESE SUGGESTED SEEDING RATES BY 0.5 BUSHEL PER ACRE.

SPRING OATS (SPRING), OR

ANNUAL RYEGRASS (SPRING OR FALL), OR

WINTER WHEAT (FALL), OR

WINTER RYE (FALL)

64 96

MOST SITES ADVERSE SITES

SEEDING RATE - PURE LIVE SEED 1

SPECIES

DEP RECOMMENDED TEMPORARY SEED MIXTURE TO BE UTILIZED

MIXTURE

NUMBER

116 IN.

ROCK

FILTER

NO.

LOCATION

D

(FT)

RIPRAP

SIZE

(R-_)

1 DOWNSLOPE END OF SWALE 1 2 3

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Sheets and Views
047642001-RIVR-PLAN-01
047642001-RIVR-PLAN-02
047642001-RIVR-PLAN-03
047642001-RIVR-PLAN-04
047642001-RIVR-PLAN-05
047642001-RIVR-PLAN-06
047642001-RIVR-PLAN-07
047642001-RIVR-PLAN-08
047642001-RIVR-PLAN-09
047642001-RIVR-PLAN-10
047642001-RIVR-PLAN-11
047642001-RIVR-PLAN-12
047642001-RIVR-PLAN-13
047642001-RIVR-PLAN-14
047642001-RIVR-PLAN-15
047642001-RIVR-PLAN-16
047642001-RIVR-PLAN-17
047642001-RIVR-PLAN-18
047642001-RIVR-PLAN-19

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