Celestino R. Pennoni Ponnrtni AcC/1 fl at OC |nr* Raymond J. BlanchardRichard L Piccoli rCflllUIII /ASSlJtlCllCS INC. i Russell C. Blountjames E.Yadavaia, jr. Engineers, Surveyors, Planners, Architects D Rfvid ,AvD̂ '22aWilliam E. Robertson 6 ' n Ann rallr,«,hill

We have not yet received a Soil Erosion Plan Certificate or a consistency^letter from the Township regarding stormwater and flood plain control.When these approvals are obtained, we will supply you with thesedocuments. In the interim, we request that the Bureau continue theirreview of this application.

If you have any questions, please do not hesitate to contact our office.Your expeditious review of this application will be most appreciated.

Very truly yours,

PENNONI ASSOCIATES INC.

Albert W. RicciardiEnvironmental ScientistManager, Environmental Services Division

AWR:mlv

Enclosure

cc: Mrinal K. Biswas, P.E., Weston-SperPhil Younis, OSC, EPA Region IIIG. Mark Shank, P.E., Pennoni AssociatesHarry Fisk, Pocono/Jackson Joint Water Authority

AR1006IO

PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCESAND UNITED STATES ARMY CORPS OF ENGINEERS

JOINT STREAM ENCROACHMENT PERMIT APPLICATIONFOR THE

POCONO/JACKSON JOINT WATER AUTHORITYPOCONO/JACKSON TOWNSHIPS, MONROE COUNTY, PA

NOVEMBER 22, 1989

ARI006I I

TABLE OF CONTENTS

I. PA DER/COE JOINT STREAM ENCROACHMENT PERMIT APPLICATION

II. PROJECT DESCRIPTION

III. ALTERNATIVES ANALYSIS

IV. US6S 7.5' TOPOGRAPHIC QUADRANGLE FOR MOUNT POCONO, PA

V. LETTERS AND REGISTERED MAIL RECEIPTS NOTIFYING LOCAL AND

COUNTY COMMISSIONS OF OUR INTENT TO FILE A STREAM ENCROACHMENT

PERMIT APPLICATION

VI. STORMWATER CALCULATIONS

VII. SOIL EROSION CONTROL PLAN

VIII. ENGINEER'S DECLARATION

IX. SITE PLAN

ARI006I2

I. PA DER/COE JOINT STREAM

ENCROACHMENT PERMIT APPLICATION

/IRIOP6I3

ER-DWM-31: 8/85 JOINT PERMIT APPLICATION _____________Agency Usa Only

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF ARMYDEPARTMENT OF ENVIRONMENTAL RESOURCES (Baltimore. Buffalo. Philadelphia. Ptaiburah Districts) j Application tt _____

BUREAU OF DAMS AND WATERWAY MANAGEMENT CofP« °* Engineer* jFe« _____________

If additional space is needed to complete application, us* plain bond paper and attach to application. Reference section and item number for all Information.

SECTION I-A Registration

1. This application shall be completed in triplicate (3 copies) and forwarded to the Department of Environmental Resources,Bureau of Dams and Waterway Management, P.O. Box 2357, Room 116, Executive House, Harrisburg, PA 17120,for processing and disposition. Three complete applications with 3 copies of all supporting documents required onthe application form must be submitted or the application will be returned as incomplete. (One copy for each: Penn-sylvania Fish Commission, Department of Environmental Resources, and Army Corps of Engineers)

2. Owner/applicant name, address and telephone number 3. Name and title of authorized agent/preparer, ad-or Prim) dress and telephone number is designated andPocono/Jackson Joint Water Authority authorized to act in my behalf as my agent in thec/o HarrvFisk, Chairman______ processing of this permit application and to furnish,————^—————————————— upon requests, supplemental information in sup-

Box 196_______________________ port of the application.Readers. PA 18352________' G. Mark Shank. P.E.__________________(717) 629-1210_____________ Pennonl Associates Inc.___________________________________ 1600 Callowhill Street_________________________________________ Philadelphia. PA 19130______________

(215) 561-04604. Type of Ownership— D Privately owned D Corporation 29 Government Agency O Partnership

5. Identify municipality (township, borough, city) and county where project is located.Municipality Pocono/Jackson Townships___________ County Monroe________________

6. Identify name of stream or body of water with which project is associated. Reeder's Run__________

7. Attach evidence of municipal and county notification. (See instruction booklet).

8. Sketch plan and detail plans [Army Corps and State.] (See instruction booklet and Appendix III)

9. Check the corps district where your activity will occur. (See instruction booklet)D Baltimore E Philadelphia D Pittsburgh D Buffalo

10. Is any portion of the activity for which authorization is sought now complete? D Yes 23 NOIf answer is "Yes" give reasons, month and year the activity was complete. Indicate the existing work on drawingsor plans.

11. Narrative of Project (include detailed description, necessity and purpose— see example in instruction booklet)

Svippi g^grifai Informal" i"n

flRIQQSU

i

The Department of the Army (Corps of Engineers) permit program is authorized by Sections 9 and 10 of the River and HarbcAct of 1899 (33 U.S.C. 401 and 33 U.S.C. 403), Section 404 of the Clean Water Act (33 U.S.C. 1344), and Section 10of the Marine Protection Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). These laws require permits authorizinstructures and work in or affecting navigable waters of the United States, the discharge of dredged or fill material intoĵ srof the United States, and transportation of dredged material for the purpose of dumping it into ocean waters. InfoiBHbrprovided in this form will be used in evaluating the application for a permit. Information in the application is made a rrratteof public record through issuance of a public notice. Disclosure of the information requested is voluntary; however, the daterequested is necessary in order to communicate with the applicant and to evaluate the permit application. If the necessaryinformation is not provided, the permit application cannot be processed nor can a permit be issued. An application that isnot completed in full will be withdrawn.

Do not send a pemit processing fee with the copy of the application to be forwarded to the District Engineer of the Depart-ment of Army. An additional fee will be assessed when the corps is ready to issue the permit. No fee will be charged forpermits issued to federal, state, county or municipal agencies.

18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jursidiction of any department or agency of theUnited States knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makesany false, fictitious or fraudulent statement or entry, shall be fined not more than $10,000 or imprisoned not more than fiveyears, or both.

This application, together with all maps, plans, profiles and specifications, and all papers, information and data filed in connec-tion therewith, will remain on file in the Department of Environmental Resources and with the U.S. Army Corps of Engineers.

16. Certification

A. The application must be signed by the applicant. If privately owned, the individual owner must sign. For partnerships,one or more members authorized to sign on behalf of the entire partnership must sign. Signatures of the president,vice president, secretary or treasurer are required for corporations, and the corporate seal shall be affixed. For politicalsubdivision, we require signatures of the officer or officers empowered to sign for the subdivision with the politicalsubdivision's seal affixed and attested by the clerk. Signatures other than above must be accompanied by aof attorney or other document indicating authorization.

B. Application is hereby made for a permit to authorize the activities described herein. I certify I am familiar with the infor-mation contained in this application, and to the best of my knowledge and belief such information is true, completeand accurate, I further certify I possess the authority to undertake the proposed activities.

C. I certify that the project proposed in this application complies with and will be conducted in a manner that is consistentwith the approved Coastal Zone Management program of the Commonwealth of Pennsylvania. (Only portions of Erie,Bucks, Philadelphia, Delaware, and Chester Counties, are in the Coastal Zone, see instruction booklet for specific detail)

By:(Prim Name)

(Signature) (Date)

SEAL(Title)

Witness: _____(Data)

SECTION I-B General Information j

1. All projects require 3 sets of plans. For complex project (e.g. highways, housing projects...etc.) one set of full size draw-ings with sufficient detail to understand and evaluate the project shall also be submitted. (See instruction booklet Appen-dix III and applicable Subchapter of Chapter 105, Dam Safety and Waterway Management Rjules and Regulations.)

2. Names, addresses and telephone numbers of property owners, lessees, etc. whose property adjoins body of water adja-cent to project area. [

Martin Rinker. R.D. #3, Box 8159. Stroudsburg. PA 18360 (717) 629-2;018________Gary Rinker. R.D. #8. Box 8161. Stroudsburg, PA 18360 (717) 629-0617____________Martha Rinker, R.D. #3, Box 8159, Stroudsburg, PA 18360 (717) 629-2018

IMt. Gilead Camp and Conference Center, Box 15, Abbington, PA 19001 !(717) 629-0920

i3. Identify type activity !

Check the appropriate block below that best describes your project and complete the requirements of the applicable sub-chapter noted and contained in Chapter 105. Dam Safety and Waterway Management rules and regulations.

D Culverts And Bridges (Subchapter C) iD Stream Enclosures (Subchapter D) iD Channel Changes And Dredging For Facility Construction And Maintenance (Subchapter E)D Fills, Levees, Floodwall And Streambank Retaining Devices (Subchapter F)XX Stream Crossings, Outfalls And Headwalls (Subchapter G) iD Docks, Wharves, And Bulkheads (Subchapter H)D Commercial Dredging (Subchapter I) iD Discharges Of Dredged Or Fill Material (Subchapter J)

4. What is the maximum acreage that will have its original vegetative ground cover disturbed in acres 12,000 SF

5. Does proposed project impact wetlands? El yes D no If yes # of acres to be filled 10»000 SF ; # of acresto be impacted.

| .SECTION II Site Location

1. Provide written location of project site by noting distance from stream/road and/or nearest road intersection — example(north side of Route 96, 6 miles east of the intersection of route 96 and L.R. 25220 or east side of Slippery Creek, 1000ft. north of the intersection of Slippery Creek and PA Rte. 33) !

100' west of Big Pocono State Park; 800' northwest of Rinker Road; 6.500'_________northwest of the intersection of North Road and Strausser Road jI

2. Location map identification of proposed activities. iA. Topographic map coordinates

1. Lat. & Long. Please see attached sheet :2. Identify U.S.G.S. 7.5 minute quadrangle Mt. Pocono Quadrangle ;

B. Attach U.S.G.S. Topographic map, or copy thereof or other similar mapping, indicating project location (note: allmaps submitted are to be 8'A " x 11" in size or folded to this size) \

3. Attach copy of floodway boundaries as indicated on maps from flood insurance studies provided by municipality (femamapping) (if applicable)

i4. Is the project located in a watershed with an approved storm water management plan? D yes Ŝ io

5. Any project which crosses a stream or body of water involving a pipeline, aerial crossing, road...etc., a point to pointmap identifying where construction of the project begins and ends must be submitted with the permit application. Themap should be a 7.5 minute U.S.G.S. topographic map or copy thereof with the quadrangle name.

AR|!006I7

2. A. Topographic map coordinates1. Access Road: 41°or52"N, 75°22'01"W

Power Line Easement:Station 20+00: 41°01'53"N, 75C21'34"WStation 37+00: 41°01'51"N, 75°25'54"W

ARI006I8

II. PROJECT DESCRIPTION

A R I O G 6 I 9

PROJECT DESCRIPTION

The Pocono/Jackson Joint Water Authority with support from the United

States Environmental Protection Agency (USEPA) is proposing the

installation of a water supply system to service forty-nine single family

residential dwellings in Pocono and Jackson Townships, Monroe County,

Pennsylvania. The private potable wells of these dwellings have been

contaminated by TCE from the nearby Butz landfill, which is currently an

USEPA designated Superfund site. Thus, their drinking water supply is

derived from water bottles, provided by the USEPA. Wash water is still

derived from private wells.

The USEPA does not currently have plans to clean-up the Butz landfill.

However, to insure the health and safety of the residents affected by the

contaminated groundwater plume of this landfill, the USEPA is financing a

public water supply system to service the local resident population.

The major components of this water supply system includes the installation

of three wells, a well house and water tank; the construction of a service

roadway from Rinker Road to the well site so that operations and

maintenance may occur; and the installation of a water distribution

system. These elements are depicted on the attached US6S 7.5' Topographic

Quadrangle for Mount Pocono, Pennsylvania (Section IV).

The construction of the access road from Rinker Road to the well site

will require crossing freshwater forested wetlands, regulate^ f^M ttig r p n

Bureau, as well as the United States Army Corps of Engineers. An

estimated 10.000 squire feet of wetlands will be filled to support the^ ^̂ ^̂ ^̂ ^̂ ^̂ ^̂ ""————̂ ^̂ ^̂ ^̂ ^̂ ^̂ B̂̂ ^̂ » .

roadway. These wetlands are characterized by a dominance of red maple,with shagback hickory, N. red oak, and quaking aspen. Interspread wassensitive fern, sphagnum moss and sedge species, The area, mapped as

wetlands was also inundated with surface water at the time of of our

evaluation. Soil sampling could not be performed in this area because

bedrock was at or within inches of the surface.1

An approximate 4000 linear foot portion of the water distribution system

that closely parallels the PP & L Utility right-of-way also supports

fragmented wetlands. While the installation of the system could be

processed under General Permit #2 for utility installation, we are Seeking

approval of this activity under the Individual Stream Encroachment Permit

Process. The majority of the wetlands within the PP & L right-of-way are

emergent wetlands created from seeps and depressions with the right-of-way

access aisle. !i i

i

While the USEPA will finance the installation of the water supply system

it must be understood by the regulatory agencies that the costs for

operations and maintenance of this system will be the full responsibility

of the forty-nine residential users. Therefore, we request that reviewers

look at economic considerations when evaluating the alternatives. ]

III. ALTERNATIVES ANALYSIS

ALTERNATIVE ANALYSIS !————.————— I . .«. ..!.!•.•!.•...•! HI III HIM I. II «l. [

. - j

1 i

I ^

While assessing the alternatives for a project of this nature, one jnay

automatically assume that there are a multitude of alternatives that could!

be considered whereby there would be no impact to wetlands. However, this

is simply not the case when considering the scenario described within the

project description. So following are some basin assumptions as td why- . - ' i

the well site and road location is located where it is. jit

1. Foremost is economics. Given the low residential densities for thisii

region, it is definitely not cost effective to service forty-nine

single-family dwellings, given the extensive service area and theI

cost of infrastructir. Because these forty-nine residences will have

to bear the full cost and responsibility for the operations and

maintenance of this facility, it is even more of a economic hardship

to the residents. Consequently, in fairness to the residents, the

well locations cannot be too far removed.

I2. Consideration must be given to direction in which the contaminated.

ground water plume is moving. The USEPA has no current plans ito

clean the Butz landfill of its contaminants, so siting the wells

downslope from the landfill could result in the future contamination

of the new wells.

ARI00622

3. Consideration must be given to the topography of this area.

Situating the wells in an area with significantly higher elevations

will result in higher pressures on the water system, therebynecessitating special equipment to compensate for this abnormality.

By the same token, siting the wells in an area with lower elevations

than the service area will result in lower pressures and the need for

booster pumps. Given the residences using this system will

ultimately be responsible for the cost of maintenance and operations,

these extra design constraints were kept to a minimum.

4. Studies had to be performed on the yield a well could provide in

order to adequately service the region. After numerous candidate

site evaluations, five locations were selected due to the ability to

provide 60 gmp or greater. Of these five sites, four were discarded

because of site constraints such as steep slopes, conflict with the

PP & L Utility right-of-way, proximity to the Butz landfill,

elevation conflicts, and excessive access road lengths.

5. -Given the limited road system for the region, and the direction, the

contaminated groundwater plume is headed, there are just limited

possibilities for locating the well site. It is just not possible to

install roads to any random location that supports uplands and this

is part of the problem. Because the more desirable access routes are

those with flatter slopes, they are also more prone to support

wetlands. Thus, we are put in the position of having to develop the

more extreme landscape in order to preserve the wetlands/JR | f) f] p: o Q

6. Given the above considerations, our alternatives were limited to ouri

proposed site and the adjacent property to the east. We selectedthis site because the adjacent property owners were not willing to

i

enter into an agreement with the water company to provide the[well• ' i

sites and the access road. This alternative also greatly benefits

this project landowners which utilize the property as a camp. Under

the existing conditions, Rinker Road separates the children's camp

into two sections. Since various functions require the sections tocross Rinker Road, there is a concern about safety of the children.

If this access road is approved, the Township will incorporate this

road as a by-pass to the camp thereby allowing that portion of Rinker

Road which intersects the camp to be vacated. 'i

i

Also, given the number of seeps which extend off the slopes adjacentto Rinker Road, it is practically impossible to construct a road

iwithout some wetlands involvement.

ARIQ062Lj

IV. USGS 7.51 TOPOGRAPHIC QUADRANGLE

FOR MOUNT POCONO, PA

ARI00625

NORTH ROAD WATER SYSTEM

-»f 1̂ ĵ ĝ yT̂i-̂ V̂̂ ^̂ ^̂ arse

STRAUSSER R-J A C

LOCATION MAPSCALE: 1" = 2CXX)'*

U.S.G.S. MOUNT POCONO Ol IADRANGI P

V. LETTERS AND REGISTERED MAIL

RECEIPTS NOTIFYING LOCAL AND COUNTY COMMISSIONS

OF OUR INTENT TO FILE A STREAM ENCROACHMENT PERMIT APPLICATION

1R.I00627

Pennoni Associates Inc.Engineers, Surveyors, Manners, Architects .

Raymond A.CIine.jt. 515 CrOvc Street, Suite 2A Director o< Cn|lneerlngI/ohnj.ciiieipie H«ddon Heights, NJ OB035 ————JametC.McCann AnQ.*A7.rt«ftc lofvph f . Luste, Jr... .KlausK.Fuelleborn C A V c n o e « , Wrertr of W»nnlneArthMrB»»ci.no f AX 609-547-9174 BRichard W. Upko Dennk $. CHBUiloV. Richard Marian! Manager of SurveyingRobert M.McCuKirt ——— .._-William /.Raf forty November 10, 1889 Albert W.Klcel*rdiClenn O . McAllittftr Manager of EnvironmentalAnthony S.ftartolomco | Science*Daniel S.DlMucci CERTIFIED MAIL i

RETURN RECEIPTWilliam fadlatky

p °69 359 6002NRWS-8849.001.01

Honroe County |c/o Mr. James Cadue, ChairmanMonroe County Commissioners ' |Monroe County Court HouseCourthouse Square !Stroudsburg, Pennsylvania 18360 i

i

RE: Notification of ApplicationsNorth Road Water SupplyPocono/Jackson Township, Monroe County, Pennsylvania

Dear Commissioners: :i

On behalf of the United States Environmental Protection Agency, and in [accordance with Act 14 of the Commonwealth's Administrative Code, wehereby give notice of our Intent to file applications for the following!Pennsylvania DER Permits. i

1. Discharges of dredged or fill material (105 Subchapter J) 1n wetlands.-- • - i

2. 401 Water Quality Certification for the placement of fill within th0designated wetlands area. |

i

In addition to the above Pennsylvania DER Permits, we will be requestingthe U.S. Army Corps of Engineers to approve development within thedesignated wetlands under the following Nationwide Permit.

1. Section 303.5 (a) (26) Discharge of fill material Into an area lessthan ten (10) acres.;

ARII00628

Notification of ApplicationNovember 10, '1989Page 2

Should you have any questions, please do not hesitate to contact me.

Very truly yours,PENNONI ASSOCIATES, INC.

•Albert W. Rlcc1ard1ManagerEnvironmental Science Division

AWR/llkcc: Mrlnal K. Biswas, P.E., Weston-Sper

Phil Younls, OCS, EPA Region IIIJames C. McCann, P.E., Pennoni Associates, Inc.

ARI00629

Pennoni Associates Inc.Engineers, Surveyor,. Planners, Architect*

' Pennoni Associates Inc.Engineers, Surveyors, Planners, Architects v RJchJfd ̂ .̂

Raymond A. Cline. Jr. S1S GfOVC StfOOt, Suite 2A j Director O< EngineeringJohnf.GiHojpio Haddon Heights ,NJ 08035 —————J«me*C.McCann ftnQ.R47.nenS Joieph F. Lu«e, |r.Ki*ut K. fucllebom r*S JM/Tl «?-* Wrectof of ManningArthur Ba»d«r»o FAX 609-547-9174 — . ——Richard W.Upko Dennl* S.OiOlfeioV. Richard Marlaitl Manager of SurveyingRobert M.McCuffin — ......._William J.Raf tarty November 10, 1989 Albert W.RicciardiCtonn O . McAlliiUr Manage* of CnviionmenulAnthony S.Bartolomeo i SciencesDanietS.DIMucci CERTIFIED MAIL

William PadlaikyNelson I. Shaffer iJoseph F.Lutte, jr. :

NRWS-8849.001.01 iI

Jackson Townshipc/o Mr. Edward Posslnger, Chairman \Board of Jackson Township SupervisorsJackson Township Municipal BuildingRoute 715 iReaders, Pennsylvania 18352 j

i

RE: Notification of Applications iNorth Road Water SupplyPocono/Jackson Township, Monroe County, Pennsylvania

, i

Dear Members: I

On behalf of the United States Environmental Protection Agency, and 1naccordance with Act 14 of the Commonwealth's Administrative Code, wehereby give notice of our Intent to file applications for the followingPennsylvania DER Permits.

1. Discharges of dredged or fill material (105 Subchapter J) in wetlands.I

2. 401 Water Quality Certification for the placement of fill within thedesignated wetlands area. |

j

In addition to the above Pennsylvania DER Permits, we will be requestingthe U.S. Army Corps of Engineers to approve development within the !designated wetlands under the following Nationwide Permit. ;

1. Section 303,5 (a) (26) Discharge of fill material into an area less!than ten (10) acres.;

fiRI00630

Notification, of ApplicationNovember 10, 1989Page 2

Should you have any questions, please do not hesitate to contact me.

Very truly yours,PENNONI ASSOCIATES, INC,

Albert W. RlcclardlManagerEnvironmental Science Division

AWR/llkcc: Mrlnal K. Biswas, P.E., Weston-Sper

Phil Younis, OCS, EPA Region IIIJames C. McCann, P.E. , Pennoni Associates, Inc.

ARI0063I

Pennoni Associates Inc.Engineers, Surveyors, Planners. Architects

' Pennoni Associates Inc.Engineers, Surveyors, Planners, Architects v. uktad7Sn.nl

Raymond A. Cline. f r. 515 Grove Street , Suite 2A Director of EngineeringJannJ.Cifleipi* Haddon Heights, NJ 00035 — ••—•••fametC.McCann 6OQ..*_7.fKn

NRWS-8849.001.01

Pocono Township jc/o Mr, Patrick Ross, ChairmanBoard of Pocono Township SupervisorsPO Box 197Tannersvllle, Pennsylvania 18372

RE: Notification of ApplicationsNorth Road Water SupplyPocono/Jackson Township, Monroe County, Pennsylvania

Dear Board Members:

On behalf of the United States Environmental Protection Agency, and inaccordance with Act 14 of the Commonwealth's Administrative Code, wehereby give notice of our Intent to file applications for the following;Pennsylvania OER Permits. i

i

1. Discharges of dredged or fill material (105 Subchapter J) in wetlands.

2. 401 Water Quality Certification for the placement of fill within thedesignated wetlands area. ti

In addition to the above Pennsylvania DER Permits, we will be requestingthe U.S. Army Corps of Engineers to approve development within thedesignated wetlands under the following Nationwide Permit.

1. Section 303.6 (a) (26) Discharge of fill material into an area less|than ten (10) acres.;

flRI00632

Notification of ApplicationNovember 10,' 1969Page 2

Should you have any questions, please do not hesitate to contact me.

Very truly yours,

PENNONI ASSOCIATES, INC.

Albert W. RlcciardiManagerEnvironmental Science Division

AWR/llkcc: Mrinal K. Biswas, P.E., Weston-Sper

Phil Younis, OCS, EPA Region IIIJames C. McCann, p.E., Pennoni Associates, Inc.

ARI00633

Pennoni Associates Inc.Engineers, Surveyors. Planners, Architects

VI. STORMWATER CALCULATIONS

fiRiQ063l*

INTRODUCTION

The enclosed calculations and USGS quad map show that the drainage area is

approximately 50 acres. The rational method (Q=CiA) was used to estimate

the runoff during a storm with a 10-year recurrence interval. The

rainfall intensity was determined using data for the Philadelphia area.

This approach is conservative since the 10-year, 24-hour rainfall for

Monroe County is less than that for Philadelphia County (4.8 inches vs.

5.0 inches). The time of concentration (approximately 40 minutes) was

estimated using SCS method.

In designing the roadside swales, the culverts were placed in locations

which would maintain existing drainage patterns. Culverts larger than

15-inch are not warranted as the access road is a private driveway and it

does not matter if water flows over the surface. Also, the existing 12-

and 15- inch culverts on Rinker Road are not capable of accommodating the

existing runoff of 65.8 cfs. These culverts are not included in this

project as they are not on the Authority's property.

ARI00635

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Sheet flow where

Sheet flow i» flow over plane surfaces. It usually Tt - travel time (hr),occurs in the headwater of streams. With sheet flow, n - Manning's roughness coefficient (table 3-1).the friction value (Manning's n) is an effective L - flow length (ft).roughness coefficient that includes the effect of Pj « 2-year, 24-hour rainfall (in), and

. raindrop impact; drag over the plane surface; s - slope of hydraulic grade line (land slope.obstacles such, ss Utter, crop ridges, and rocks; and ft/ft).erosion and transportation of sediment. These nvalues are for very shallow flow depths of about 0.1 This simplified form of the Manning's kinematicfoot or so. Table 3*1 gives Manning's n values for solution is based on the following: (1) shallow steadysheet flow for various surface conditions. uniform flow, (2) constant intensity of rainfall excess

(that part of a rain available for runoff), (3) rainfallFor sheet flow of less than 300 feet, use Manning's duration of 24 hours, and (4) minor effect ofkinematic solution (Overton and Meadows 1976) to infiltration on travel time. Rainfall depth can becompute Tt: obtained from appendix B.

_ . n CEq.33]1 (PzJO-SsO-4 Shallow concentrated flow

After a maximum of 800 feet, sheet flow usuallybecomes shallow concentrated flow. The averagevelocity for this flow can be determined from

Table 3-1.—Roughness coefficients (Manning's n) for 3-1, in which average velocity is a function ofsheet flow watercourse slope and type of channeL For sloj!

less than 0.006 ft/ft, use equations given in appendixSurface description n» F for figure 3-L Tillage can affect the direction of

' shallow concentrated flow. Flow may not always bedirectly down the watershed slope if tillage runs

Smooth surfaces (concrete, asphalt gravel, or across the slope.bmresofl)................................... 0.011

' r.ti*w r«, .~M,,.I nrw AAer detenninmg average velocity in figure 3-1. useFallow (no readue).......................... 0.05 equation 3-1 to estimate travel time for the shallowCuttfrmted soils: concentrated flow segmentResidue cover 20% ...................... 0.17

Open channelsGrass:Short JIMS prairie ......................... 0.15. Open channels are assumed to begin where surveyedDense irsatis1............................ 024, cross section information has been obtained, whereBermudsfras*............................. 0.41* channels are visible on aerial photographs, or where

blue lines (indicating streams) appear on UnitedRange(natur«0............................. 0.13- States Geological Survey (USGS) quadrangle sheets.Woo*., " • ^__^ Manning's equation or water surface profileT {»K» ,.«/ÛH...K I nAn I information can be used to estimate average flowLight underbrush.......................... I Q.4Q I , . . _ . .. . „ j . .Dense underbruah......................... 6!A) velocity. Average flow velocity is usually determined

^ bank-full elevation.'Th* n value* tire a uompoaite of information compiled by Engmin(19661'Includes aped** such a* weeping fovegraaa. bluegraaa. buffalograaa. blue gramu gnua. and native gnuw mixture*. rt D I H Pi C I I'When aelectin* n. conakter cover to a heifrtit of about 0.1 ft This Mil i U U D 4 Iin the only pan of the plant cover that will obstruct *heet flow.

(210-VI-TR-55, Second Ed., June 1986) 3-5

\

.50 -

.20 -

+, .10 -

.06 -

•>VI ...£ .04o

.02 -

.01 -

I I I I I I I I.005 -L i

Average velocity, ft/sec

Figure 3-l.-Avermge velocities for estimating travel time for shallow concentrated How.

3-2 (210-VI-TR-55, Second EdM June 1986)

Worksheet 3: Time of concentration (Tc) or travel time (Tt)

Project NO»?rM &iAD klATgg. £t)PPi?4 5V3Tf?M By Gw5> Dete

toc«lon ̂ Â K-ĝ >»J -roWKlg.HiP ____ _____ Checked ___ Date

Circle one: PresentCircle one: frN T, ChcouglTsubarea €>Q5A.>?gA X

V CJ • f

NOTES: Space for as many as two segments^ B

Worksheet 3: Time of concentration (Tc) or travel time

Project MoTH &iAD u]/h"g) ôlPc/ ̂/STEMsy ffl Dete

Location Jft.K'go/J ̂ TVJP. _______________ Checked ___ tec*

Circle one: Present (DevelopedCircle one:/V) TC through sutures Sd8/4£gA

MOTES: Space for as many a* two segments per flow type can be used for eachworksheet. iInclude a up. schematic, or description of flow segments.

l_ Sheet flow (Applicable to TC only) Segment ZD

1. Surface description, (cable 3-1) ............i -- -

(_ 2. Manning's roughness coeff., a (cable 3-1) ..

3. Flow length, L (total LjC 300 fe) .......... ft

i 4. two-yr 24-hr rainfall, P- .................. la

5. Land .lope, . .............................. ft/ft6. T 0.007 (nU°*8 CO.PUC. T

0.4O

150

O,o 2> ,______ +X——W————•x——-T———— «MW|«1*«»V »£ ••*••• BIT N̂ *""! ̂ I

*2 ' * *Shallow concentrated flow Segment ZD

L7. Surface description (paved or uapaved) .....

8. Flow length, L ............................. ft

9. Watercourse slope, . ....................... ft/ft

10. Average velocity, V (figure 3-1) ........... ft/.** *.———— -_^_ _• »._>£ • •«««.. n«

Channel flow Segment ZD

12. Cross sectional flow area, a ............... ft

13. Wetted perimeter, pw ....................... ft

14. Hydraulic .radius, r - —— Co-put, r ....... ft

13. Channel .lop., . ........................... ft/ft

16. Manning's roughness coeff., a ..............

17. V • |l**-*'r|>——-—— Coeiput. V ....... ft/.

18. Flow length, L ............................. ft

a-n I-

Tt - 365TV Cô ntm Tt•f

20. Watershed or subtree. Tfi or T£ (add T In step. 6, 11, end 19)

1591-

[o-nj

(210-VI-TR-65, Second Ed, June 1966) ! D-3

Worksheet 3: Time of concentration (T) or travel time

Project HQgTH (3aAfi UlrtTEP "gxJPPtX 5V4TEM By _ X _ ? Date

Location JAd̂ -SoO -rvJP. ______________ Cheeked ___ Dec.

Circle one: Present ̂DevelopedCircle onei/Tg") TC through subarea

NOTES: Space for as aany as two segments per flow type can be used for eachworksheet.Include a map, schematic, or description of flow segments.

Sheet flow (Applicable to TC only) Segment ID

2. Manning's roughness coeff., n (table 3-1) ..

3. Flow length, _ (total L < 300 ft) ....

Ô.S.0.4

Shallow concentrated flow

7. Surface description (paved or unpaved)

"• Tt ' 3600 V Compute Tt

Channel flow

14. Hydraulic .radlu*, r • -— Compute r .pw

17. V • 1'4>'rn —— - —— Compute V .

l9* Tt " 36QQ v Compute Tt JOvU V C20. Watershed or subarea T or T (add T.

...... la

...... ft/It

...... hr

Segment ZD

.....

...... ft

...... ft/ft

...... ft/.

Segment ZD

...... ft2

...... ft

...... ft/.

...... ft

...... hr

3$.ĵ̂ JJ

6Ad\503.60.01&.1\ I*HT

*Mrve»>43&

te.f/3,\5r | +

I*

- 4.3\'

*•«*-*

• 0.\9

—in step. 6, 11, and 191 «

Worksheet 3: Time of concentration (Tc) or travel time

freject NflfrrH &3AD t*Uf££ ZrfPul' >SV6rSM By £m£> Date

~~

L

L

L

L

L

Location vJ/4£*,£0.J Tu)P Checked Date

Circle one: Present Circle one i /T̂ N TC through subarea __ *~x)$A

Worksheet 3: Time of concentration (Tc) or travel time (Tj)

Froject Kioigrtt QnAt> IQVh-eg. •SoPPc-f -̂ V̂ eM ly

Location ̂ Â -̂ OK) -r-V>A P- ____________ Checked

Circle one: Present Developed •___________________Circle one: /T_} T through subarea £>uBAGJ5A "3ZT____________

NOTES: Space for as aany as two segments per flow type can be used for eachworksheet.Include a map, schematic, or description of flow segments.

Sheet flow (Applicable Co Tfi only) Segment ZD

1. Surface description (cable 3-1) ............

2. Manning's roughness coeff., n (cable 3-1) ..

3. Flow length, L (total L̂ .300 fe) .......... fC

4. Two-yr 24-hr rainfall, PZ .................. la

5. Land slope, . .............................. ft/ft

6. T, - ̂V̂ i'8 Compute Tt ...... hr» __ U.9 U.4 fc

Shallow concentrated flow Segment ZD

7. Surface description (paved or unpaved) .....

8. Flow length. L ............................. ft

9. Watercourse slope, a ....................... ft/ft

10. Average velocity, V (figure 3-1) ........... ft/.

"• Tt - isfe-v Com9Ut* Tt —— teChannel flow Segment ZD

12. Cross sectional flow area, a ............... ft

13. Wetted perimeter, ptf ....................... ft

14. Hydraulic .radlua, r • — Compute r ....... ftpw

IS. Channel elope, . ........................... ft/ft

16. Meaning's roughness coeff., a

0-39

•s:

0-fr |*| '[ Q.t9

i _e -2'3 _1/217. v - l***'g,——-—— Compute V ....... ft/.n18. Flow length, L ............................. ft

l9* Tt " 3600 V Compute T£ ...... hr

20. Watershed or subarea Tfi or T£ (add T( In steps 6, 11,

J

(210-VI-TR-66, Second Ed, June 1966) D-3

1987

X rs4F=-

j»: -,,%.̂ : ..:r,'

.,.-..> •>•,;•- i':'':-£-̂::£̂7?̂ • '

Uigmasrs, surveyors. MonnofB, Arcnuocis

PROJECT

SUBJECT SklAl£ v/fcLCg-mfega - CHItt)

FORMNO. 84

3.4

3-6,

>r 35.o

IE3TTT

\0.8

5-S

5.0

lo. &

PlowJ

6.4=10.430-4,5

\.l\

O.S3

6.05". 44.7

6.5

7.7

4.0

flRiooeso

tngmeera. Surveyors. Planners. Arcnicecxs aHttl | Of 1, UAItPROJECT BY: , •9/7.5/33SUBJECT CHK'D

HO. 4)

73.7

Y/V.

8.80 Y*- c.-i-

'Z.

4,28 Yfc

X-

L__

n

irt'rr

ARI0065!

tngmears, iurvayora, rianners, Arcnitecis SiHttl 2- OAltPROJECT BY:SUBJECT CHK*0

ramNO. 64

tt-MAX

b ̂ M „ 4.42 5Oos

••HA \AA « 1.45 6},5i YzKo.49r)n

i.SlY2

ARI00652

tngineera, Surveyors. Planners. Arcnltecu SHEET ( Of 0 DATE

PROJECT ..r-̂ TH'-eoAD 8Y:SUBJECT v̂̂ Aijfi N/SLCC'f" iG^ -TA^J—- ^ y >- CHK-O

FORMHa 64

V-1

ARI00653

Engineers, Surveyors, Planners. Architects SHEET 2 0P £, DATEPROJECT - P.2. BY:

SUBJECT ̂ wAuE VfeLOCiTiEfi -TAOi^- ^ U)6U- CHK*0

FORMNa 64

A. - S.ciFS (RxJorV r«jn5oSA«eA JLVj n« 0.034,

^< 4 V

) (a.4-3

1-23Ô 'Z.0-48

X- 0.6,1 fr .'. A- 4.ZS V1 • \-S3

v^ dA

tffjrsi X;^ !V WITH

o.s?

X* 0. 45-V^= 0-

< O.

> 0-

= 4.28

0.4,7

Engineers, Surveyors, Plonnera, Architects SHEET 3> OF DATEPROJECT BY:SUBJECT CHK*D

V ^ v WITH s* s,s%

L 3.4 er&)f 0.03̂ ) 0.383 _ (4.ZS

X" s O-48 : 0. 3Q3 > 0.•y. = 0.43 : a

V2.04 FT7-

£f?oMoFF rftĵ >̂OB A«eA xz:'* £3.")

I.) Co^Pore X £ v w irrt 5*

TfcV X • I .flo J 3.404- ^ 2,663 « MOV = /. 13 : 3.404, < 3,4-73 .*. rooY. * J.

FT- .-. A= -.2SY- * 5-37

_ V g.. 35.O

ARI00655

tngmeers, Purveyors, Planners, Arcnuecis sntti U- DAIEPROJECT BY:SUBJECT£,mAi,£ CHK-O

1.) £»OP6TS Y ? V WrrH S= S-Ô

O-49) (0.08)0'5 ;i

X « Loo FT : 3̂ 448 ̂ Z.4544 /. MO

- i . t l Fr 3.4̂ S ~ 3.501M FT .'. A= 4.28 Y'4- ' 5.̂ 7

— . 21FT«-

HA-ST

• n =

\

f&£ T̂ ftM6.otAÎ X-^ecrio^ CÊ ST SWALE). ̂Ar̂ oiroCrS Fô mOLA is

n

rfcf Y - cy c O.55 : 6.6>9l /> 0. £1*1 /.i ooV = ^-^ I 0.6.31 < o. -)tS .V ! MO

V =FORMNO. fr A 1.51 FT1-

Lngineers, Surveyors. Planners, Architects SHEET i, Of DATEPROJECT BY:

SUBJECT ^WAUi \/£lj0£ iT l5~ TAhlK £ U16LU

Y £ V

, \-49~)

V = Q

3.) ComPore Y?V

( 9.4

V * Q

; 0.1 S3 ' G' «oO .1 No £»oot>,0.163 7 C.14-1 .-.

j,. A z.o2_Fr'-

V- ft.-

^ 0.993- ;, ooV-6-67 . : C

rr :. A - 4.SI Y"2- = Z.Oz

ARI00657

tn gin ear a. Surveyors. Planners, Arcnitocta SHEET DATEPROJECT •.oA-r*-< 8Y:

SUBJECT SvoAUE \/PJ gtltT i& £ -"lAM/1- t U3&LL CHK'D

FOR-Na 64

I.)

: ^ .1

THE 3.THUCXXS.H -TME Tjo'iî is'x

O.U7

Pr : 2.1OZ 2.\\\ .'.0-69 Pr ? 2.JOZ. > Zx54̂ .'. l̂ o £.000

s. & _ 23.4̂ F5_ _ S.6, FT Acs-

AR 100658

L

CULVERT VELOCITIESAND WELL SITE

'ACCESS ROAD'• '* .',?&.&'•.*•*•'••':-'>'i#V->?:. •

- ̂ ,$ £-,

ARI00659

Engineers. Surveyors. Planners, Arcnttects bHttl | or UAItPROJECT .o - , %/.-f-C -S BY: - -i

CHXTJ

FOftUNa 64

\s isaGe- A^«^ LA&iei

Too W,«CH P«-t- >

AT STA

.̂ - 5'3

n «• O.S-- 2.5p-

-0.024- / 4- A ]'

V*A

n15 /̂ jtA/e>2.r AT f>r4 I

€>-.:

Q- /M2_\^.2Zipr-_Ll^-fo (0.024- /

AR100660

V- ftA

VII. SOIL EROSION CONTROL PLAN

ARI0066I

NORTH ROAD WATER SUPPLY SYSTEM \l

EROSION AND SEDIMENTATION CONTROL PLAN NARRATIVE

GENERAL PROJECT DESCRIPTION

The project involves the construction of a community water supply anddistribution system for residents in portions of Pocono and JacksonTownships whose wells have been contaminated with trichloroethylene (TCE).The area to be served by the system is delineated on the enclosed U.S.G.S.Quad Map. The United States Environmental Protection Agency (USEPA) hasbeen involved at the North Road Site since July, 1986. Construction ofthe Water System is being funded by the USEPA, but the operation of thesystem will be the responsibility of the Pocono/Jackspn Joint WaterAuthority.

The water supply portion of the project involves ' the drilling andcompletion of three (3) water supply wells, the construction of a 75,000gallon welded steel water storage tank, the construction ofja 12 foot x 24foot brick and masonry well house (for electrical and meteiring equipment)and the construction of an 800 foot long, 15 foot wide crushed stoneaccess road within a 50 foot wide corridor between Rinker Road and thewell site. The above facilities and access road will be situated on a3.50 acre site adjacent to Big Pocono State Park and Camp Cherith in thePoconos. The site will be purchased by the Water Authority/EPA.

The water distribution portion of the project involves the installation ofductile iron water mains and house service connections. Approximately4,100 feet of pipe, between the well site and North Road will be located

I within the Pennsylvania Power & Light (PP&L) Company's rigtyt-of-way. The1 50 foot wide water line right-of-way will involve approximately 4.7 acres.

The remainder of the water lines in the service area yill be locatedi within the paved portions or shoulders of township and private roads.

i

It is anticipated that work will begin in the Spring of 1990j

"~* SOIL TYPES

The Soil Survey- of Monroe. County Pennsylvania (August 1981) indicatesseveral different soil classifications. Soils encountered jalong the PP&Lright-of-way include: WmB (Wellsboro channery loam 3 to 8 percent slopes),OxC (Oquaga-Lackawanna extremely stony loams, 8 to 25 percent slopes), WpB(Wellsboro extremely stony loam, 0 to 8 percent! slopes), OkC(Oquaga-Lackawanna channery loams, 8 to 15 percent | slopes), LyE(Lordstown-Qquaga extremely stony soils 25 to 75 percent percent slopes).Soils encountered along the access road include MoC (Morris extremelystony silt loam, 8 to 20 percent slopes) while soils at the well siteinclude: MoC, OkC, OxC, WpC (Wellsboro extremely stony loam, 8 to 25percent slopes). !

ARI110662

Soil borings drilled to 19 feet at the tank site and well houserevealed soil that was reddish brown, clayey silty sand with rofragments.

EROSION AND SEDIMENTATION CONTROL MEASURES

The ground surface through the well site and access road is covered withtrees while the PP&L right-of-way is covered with native grasses and smallbrush. Prior to starting any earthmoving activities, the Contractor willinstall all control measures. The proposed control measures will consistof sediment barriers for filtering sediment from stormwater runoff. Thelocation of the barrier shall be as delineated or specified on theenclosed drawings. The sediment barrier shall be of the rock, hay bale orfabric type as specified.

The Contractor will be required to keep the barriers free of silt andreplace those barriers that become clogged.

The Contractor will be required to schedule and conduct his operations tominimize erosion of soils and to prevent silting and muddying of streams.Any area that is disturbed and is to be left bare for 20 days or moreshall have temporary seeding applied. If construction takes place duringthe winter months when it is impossible to seed, the disturbed area shallbe mulched. Temporary seeding and mulching shall be done within 14 daysof the time the area is disturbed.

Seeded areas that have been washed away shall be filled and gradednecessary and reseeded. A straw cover shall be applied to remain the seedalong with an approved anchoring method such as pegging twine mulchnetting and liquid binders, 'such as asphalt or organic binders.

Final control measures have been designed to maintain the drainagepatterns of the present site. Fill will be placed in lifts not exceeding8 inches loose thickness and will be compacted with a vibratory smoothdrum roller. The fill will be compacted to 92 percent of maximum drydensity (ASTM D-698 Standard Proctor Test). Disturbed areas will bestabilized by applying a 4-inch layer of topsoil and seeding with a seedmixture recommended by the Conservation District. Temporary controlmeasures will remain in place until the disturbed areas have beenstabilized.

ARI00663

VIII. ENGINEER'S DECLARATION

AR|0066l4

Celestino R. Pennoni Ponn/tni Accrk^l^toC lnr» William ). RaffertyRichard L. Piccoli iCIIIIvllll A\9 9vf V»ICliC9 lll\*. Director of EngineeringIf/Ts E-YaDda:'aia-Jr Engineers, Surveyors, Planners, Architects ,..-..,% »-*.....-.William E. Robertson ° ' CI-e M' i_' _., A.,.»„...« Clenn O, McAllisteRaymond A. Cline. Jr. 555 New Jersey Avenue Director of SurveJohnJ.Cillespie P.O. Box 566 ——————James C.McCann Absecon, NJ 08201 Joseph F.Luste, Jr.Klaus K. Fuelleborn 609-645-1555 Director of PlanningArthur Basciano FAX 609-641-8781 .,..,.Richard W. Lipko Mark A. ConoverV. Richard Marian! Robert LindenbaumRobert M. McCuffin Robert L. ReidWilliam J. Rafferty Albert W. RicciardiClenn O.McAllisterAnthony S. BartolomeoDaniel S.DiMucciPatricia A. QuerubinDennis S.DiBlasio ,.„,., --,„_ _~. _.William Padlasky URWI-1789.001 .01Nelson J. ShafferJoseph F.tuste.jr. November 21, 1989

Bureau of Dams and Waterway ManagementPO Box 2357Harrisburg, PA 17120

RE: PA DER/COE Joint Permit ApplicationPocono/Jackson Joint Water AuthorityPocono/Jackson Townships, Monroe County, PA

Gentlemen:

I, G. Mark Shank, do hereby declare that the information contained in theaccompanying plans, specifications and reports has been prepared inaccordance with accepted engineering practice, is true and correct, and isin conformance with Chapter 105 of the Rules and Regulations of theDepartment of Environmental Resources.

Very truly yours,

PENNONI ASSOCIATES INC.

G. Mark Shank, PE (ffi.-''~:l-.:•••••—K?̂Project Manager

GMS/kap \̂TT *"•:« •!".': ' / C.̂V/ -\ \ \ . ..... T .-'.. ."•'

i.'''̂ \n'--•"'•'-' £!

IX. SITE PLAN

IL

IL

ARI00666

Miioottn

PENNONIASSOCIATESINCORPORATED

1600 Callowhffl StreetPhiladelphia, PA 19130215-561-0460 • FAX 215-496-0063

20 Garrett RoadUpper Darby, PA 19082215-561-0460 • FAX 215-496-0063

594 S. West End Boulevard (Rt. 309)Quakertown, PA 18951215-538-3788 • FAX 215-538-0372

515 Grove StreetHaddon Heights, NJ 08035609-547-0505 • FAX 609-547-9174

555 New Jersey AvenueAbsecon, NJ 08201609-645-1555 • FAX 609-641-8781

Chadds Ford West Business CampusDilworth BuildingPond's Edge Road, C-2500Chadds Ford, PA 19317215-388-0313 • FAX 215-388-0329

432 Tulpehocken AvenueElkins Park, PA 19117215-885-2500 • FAX 215-885-2964

ftRiIOQ669