S01 12FPC120Q0039 Att4CPS342CritAreaPlantImpReq58_25DemoRest.pdf

Description of work:

Date:

Date:

NRCS Review Only

Designed By:

Checked By:

Approved By:

NRCS

September 2012

Date:

Index

Cover Sheet

Specifications

Drawings

Operation & Maintenance

Utility Safety / One-Call System Information

Practice Location Map

Client:

Address:

City/Zip:

Project or Contract:

County:

Parcel Reference No.

342 - Critical Area Planting Implementation Requirements

See attached boundary survey maps and aerial photos below

NRCS

September 2012 Page 2 of 3

Temporary Seed and/or Plant Requirements (If Applicable)

Site Preparation Earthmoving (if applicable), etc.:

Seedbed Preparation:

Top Soiling Requirements (If applicable):

Seeding Time:

Temporary Species Mixture Acres Lbs/Ac PLS (or) Plants Spacing in feet

Total Lbs Needed Or Total Plants

Needed 1.

2.

3.

4.

5.

Nitrogen (N) lbs/ac

Phosphorus (P2O5) lbs/ac

Potash (K2O) lbs/ac

Lime tons/ac

Fertilizer and Lime Requirements

Total Fertilizer Requirements

Method of Seeding/Planting/Sodding:

Mulch Requirements (Type, Rate/Ac)

Other Notes (e.g., inoculants, irrigating, management, plant protection, etc.)

Time/Type/method of Termination of Temporary Cover

OPERATION AND MAINTENANCE

• Operation and Maintenance is the responsibility of the landowner, City of West Haven, and will be done through an operation and maintenance agreement. Below are recommendations for site operation and maintenance:

• Protect LJlantings from pests (e.g. weeds, insects, diseases, livestock, or wildlife) as necessary to ensure long-term survival. Control weeds by mowing or herbicides. Mow frequently during the first year, if possible, to control weeds and encourage stand density.

342 - Critical Area Planting Implementation Requirements

342 - Critical Area Planting Implementation Requirements deborah.young Typewritten Text

NRCS

September 2012

• Inspect establishment frequently within the first 3 years of establishment. Replant areas of poor establishment due to drought, insects, or other events, which prevented adequate stand establishment. Replanting may vary from complete re-establishment to overseeing or spot planting.

• Do a periodic inspection and evaluation of vegetation to determine maintenance needs. Reseeding or replanting, and fertilization may be needed to ensure that this practice functions as intended throughout its expected life.

• Other:

Additional Layout Drawings (ƛf ƴeeded)

342 - Critical Area Planting Implementation Requirements

25 Third Ave Ext. 0.13Ac.

58 Third Ave Ext. 0.08Ac.

3rd Avenue Middle

West Haven

Legend Parcels for demo

Streets

25 and 58 Third Avenue Extension µ

Public Access via Third Ave Ext.

0 40 80 120 16020 Feet

1 inch = 65 feet e s ig n ro fe s s io n a ls e s ig n ro fe s s io n a ls

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N/F JIMMIES INC. (VOL. 834 PG. 313)

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N/F CITY OF WEST HAVEN (VOL. 1744 PG. 1017) #62 THIRD AVENUE EXENSION

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N/F JIMMIES INC. (VOL. 1242 PG. 423) #54 THIRD AVENUE EXTENSION

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EXISTING HOUSE #58 FF:10.23 (SEE NOTE 4)

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N/F JIMMIES INC. (VOL. 646 PG. 229) #28 THIRD AVENUE EXTENSION

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IR TBS

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IR TBS

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CONC.

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CONC.

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GRAVEL DRIVE

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BIT. DRIVE

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AREA OF TRASH DEBRIS ENCROACHMENT

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AutoCAD SHX Text File: G:\jobs\3773\Survey\3773 survey base.dwg Layout: 58 THIRD AVE Plotted: 12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenaultG:\jobs\3773\Survey\3773 survey base.dwg Layout: 58 THIRD AVE Plotted: 12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault Layout: 58 THIRD AVE Plotted: 12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault58 THIRD AVE Plotted: 12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault Plotted: 12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault12/2/2016 7:54 AM Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault Last Saved: 11/30/2016 2:57 PM Last Saved By: marsenault11/30/2016 2:57 PM Last Saved By: marsenault Last Saved By: marsenaultmarsenault

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AutoCAD SHX Text CIVIL & TRAFFIC ENGINEERS / PLANNERS / SURVEYORS GIS ANALYSTS / LANDSCAPE ARCHITECTS

AutoCAD SHX Text 21 JEFFREY DRIVE P.O. BOX 1167 SOUTH WINDSOR, CT 06074 860-291-8755 - T 860-291-8757 - F www.designprofessionalsinc.com

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SHEET

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CITY OF WEST HAVEN

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58 THIRD AVENUE EXTENSION WEST HAVEN, CONNECTICUT

AutoCAD SHX Text City of West Haven 355 Main Street West Haven, CT 06516 203-937-3500 - T

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PREPARED FOR:

AutoCAD SHX Text Copyright © 2014 Design Professionals, Inc. - All Rights Reserved 2014 Design Professionals, Inc. - All Rights Reserved2014 Design Professionals, Inc. - All Rights Reserved Design Professionals, Inc. - All Rights Reserved

AutoCAD SHX Text This plan is invalid unless it bears the seal or stamp, and original signature of the Professional Engineer, Land Surveyor, or Landscape Architect Existing utility locations depicted hereon are based on available information and should be field verified prior to construction. Reproduction techniques used in the production of this plan can stretch or shrink the paper. Scaling of this drawing may be inaccurate. Contact DPI if additional information is required. This plan and other items prepared by Design Professionals, Inc. (DPI) are instruments of service and remain its property. The use of these items by DPI's client is subject to the terms set forth in the agreement between client and DPI. Additional use of these items is prohibited without the written consent of DPI.

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PROJECT NO.:

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DATE:

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DESIGN BY:

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DRAWN BY:

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CHECKED BY:

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AutoCAD SHX Text 10-13-16

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MHA

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LRG

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PROPERTY SURVEY

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NO.

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DATE

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REVISIONS

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SCALE: 1" = 20'

AutoCAD SHX Text SURVEY NOTES: 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. TYPE OF SURVEY IS A PROPERTY SURVEY - AND IS INTENDED TO DEPICT THE LOCATION OF EXISTING CONDITIONS RELATIVE TO PROPERTY LINES. THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS V-2 STANDARDS.

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LAWRENCE R. GEISSLER, JR., L.S.

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LIC. NO.

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TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.

AutoCAD SHX Text MAP REFERENCES: 1. MAP OF 48 BUILDING LOTS WEST HAVEN SURVEYOR MAP OF 48 BUILDING LOTS WEST HAVEN SURVEYOR ALPHANSO THILL & THAD HARDEE SEPTEMBER 1873 SCALE 1: = 100' BY S.M. SEARLE, CIVIL ENGINEER. MAP #227. 2. PROPERTY SURVEY PREPARED FOR: CITY OF WEST PROPERTY SURVEY PREPARED FOR: CITY OF WEST HAVEN 62 THIRD AVENUE EXTENSION WEST HAVEN, CONNECTICUT SCALE 1"=20' SHEET NO. 1 OF 1 DATE APRIL 20, 2015 PREPARED BY MILONE & MACBROOM

AutoCAD SHX Text NOTES: 1. PROPERTY IS IN THE R-2 ZONE. PROPERTY IS IN THE R-2 ZONE. 2. PARCEL CONTAINS 3,541 SQUARE FEET OR 0.081 PARCEL CONTAINS 3,541 SQUARE FEET OR 0.081 ACRES. 3. HORIZONTAL DATUM IS BASED ON NAD83 HORIZONTAL DATUM IS BASED ON NAD83 VERTICAL DATUM IS BASED ON NAVD88 AND ESTABLISHED BY GPS USING THE MAINE TECHNICAL VIRTUAL NETWORK. 4. EXISTING HOUSE IS NON-CONFORMING WITH RESPECT EXISTING HOUSE IS NON-CONFORMING WITH RESPECT TO FRONT YARD AND SIDE YARD REQUIREMENTS IN THE CITY OF WEST HAVEN ZONING REGULATION. SEE CONNECTICUT GENERAL STATUTE 8-13. 5. PROPERTY FALLS WITHIN THE LIMITS OF FLOOD PROPERTY FALLS WITHIN THE LIMITS OF FLOOD HAZARD ZONE AE (ELEVATION 10.0') AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE MAP NUMBER 09009C0443J TOWN OF WEST HAVEN CONNECTICUT NEW HAVEN COUNTY PANEL 443 OF 635 COMMUNITY NUMBER 090092 EFFECTIVE DATE: JULY 8, 2013 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMINISTRATION. 6. BENCH MARK USED FOR THIS PROJECT IS A DRILL BENCH MARK USED FOR THIS PROJECT IS A DRILL HOLE IN EXISTING CATCH BASIN AT THE INTERSECTION OF DIVISION STREET & THIRD STREET EXTENSION. (SEE PLAN OF HOUSE #87 THIRD STREET EXTENSION) ELEVATION = 6.84' 7. UNDERGROUND UTILITY, STRUCTURE AND FACILITY UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORKING DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM.

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SITE

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LOCATION PLAN

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THIRD AVENUE EXTENSION

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POINT(S) OF ACCESS

Botanical Name Common Name Indicator

NEW ENGLAND WETLAND PLANTS, INC

New England Showy Wildflower Mix

820 WEST STREET, AMHERST, MA 01002

PHONE: 413-548-8000 FAX 413-549-4000

EMAIL: INFO@NEWP.COM WEB ADDRESS: WWW.NEWP.COM

Schizachyrium scoparium Little Bluestem FACU

Chamaecrista fasciculata Partridge Pea FACU

Sorghastrum nutans Indian Grass UPL

Festuca rubra Red Fescue FACU

Elymus canadensis Canada Wild Rye FACU+

Elymus riparius Riverbank Wild Rye FACW

Heliopsis helianthoides Ox Eye Sunflower UPL

Coreopsis lanceolata Lance Leaved Coreopsis FACU

Rudbeckia hirta Black Eyed Susan FACU-

Liatris spicata Spiked Gayfeather/Marsh Blazing Star FAC+

Asclepias syriaca Common Milkweed FACU-

Vernonia noveboracensis New York Ironweed FACW+

Aster novae-angliae (Symphyotrichum novae-anglia New England Aster FACW-

Eupatorium purpureum (Eutrochium maculatum) Purple Joe Pye Weed FAC

Asclepias tuberosa Butterfly Milkweed NI

Solidago juncea Early Goldenrod

Eupatorium perfoliatum Boneset FACW

The New England Showy Wildflower mix includes a selection of native wildflowers and grasses that will mature into a colorful and vibrant native meadow. It is appropriate seed mix for roadsides, commercial landscaping, parks, golf courses, and industrial sites. Always apply on clean bare soil. The mix may be applied by mechanical spreader, or on small sites it can be spread by hand. Lightly rake, or roll to ensure proper seed to soil contact. Best results are obtained with a Spring or late Fall dormant seeding. Late Spring and early Summer seeding will benefit with a light mulching of weed-free straw to conserve moisture. If conditions are drier than usual, watering may be required. Late Fall and Winter dormant seeding require an increase in the seeding rate. Fertilization is not required unless the soils are particularly infertile. Preparation of a clean weed free seed bed is necessary for optimal results.

PRICE PER LB. $86.00 MIN. QUANITY 1 $86.00TOTAL: APPLY: 23 LBS/ACRE :1900 sq ft/lbLBS.

New England Wetland Plants, Inc. may modify seed mixes at any time depending upon seed availability. The design criteria and ecological function of the mix will remain unchanged. Price is $/bulk pound, FOB warehouse, Plus SH and applicable taxes.

Kristin.Walker Typewritten Text Note: This does not constitute an Endorsement of this specific company or product. This product or an equivalent brand/product may be used. Product must be certified for use by NRCS COR prior to purchase and planting.

EC_RMX_MPDS_BSC150BN_6.13

©2017, North American Green is a registered trademark. Certain products and/or applications described or illustrated herein are protected under one or more U.S. patents. Other U.S.

patents are pending, and certain foreign patents and patent applications may also exist.

Trademark rights also apply as indicated herein. Final determination of the suitability of any information or material for the use contemplated, and its manner of use, is the sole responsibility of the user. Printed in the U.S.A.

North American Green 5401 St. Wendel-Cynthiana Road Poseyville, Indiana 47633 nagreen.com 800-772-2040

DESCRIPTION

The extended-term double net erosion control blanket shall be a machine-produced mat of 70% agricultural straw and 30% coconut fiber with a functional longevity of up to 18 months. (NOTE: functional longevity may vary depending upon climatic conditions, soil, geograph-ical location, and elevation). The blanket shall be of consistent thickness with the straw and coconut evenly distributed over the entire area of the mat. The blanket shall be covered on the top and bottom sides with a 100% biodegradable woven natural organic fiber netting. The netting shall consist of machine directional strands formed from two intertwined yarns with cross directional strands interwoven through the twisted machine strands (commonly referred to as Leno weave) to form an approximate 0.50 x 1.0 in. (1.27 x 2.54

cm) mesh. The blanket shall be sewn together on 1.50 inch (3.81 cm) centers with degradable thread. The blanket shall be manufactured with a colored thread stitched along both outer edges (approximately 2-5 inches [5-12.5 cm] from the edge) as an overlap guide for adjacent mats.

The SC150BN shall meet Type 3.B specification requirements estab-lished by the Erosion Control Technology Council (ECTC) and Federal Highway Administration’s (FHWA) FP-03 Section 713.17

Material Content

Matrix 70% Straw Fiber

30% Coconut Fiber

0.35 lbs/sq yd (0.19 kg/sm)

0.15 lbs/sq yd (0.08 kg/sm)

Netting

Top: Leno woven 100% biodegradable jute Bottom: 100% biodegradable organic jute

9.35 lb/1000 sq ft (4.5 kg/100 sm)

7.7 lb/1000 sq ft (3.76 kg/100 sm)

Thread Biodegradable

Standard Roll Sizes Width 6.67 ft (2.03 m) 8.0 ft (2.4 m) 15.5 ft (4.72 m)

Length 108 ft (32.92 m) 112 ft (34.14 m) 90 ft (27.43 m)

Weight ± 10% 52.22 lbs (23.69 kg) 65.28 lbs (29.61 kg) 101.2 lbs (45.9 kg)

Area 80 sq yd (66.9 sm) 100 sq yd (83.61 sm)

155 sq yd (129.6 sm)

Leno weave top only

Leno top and bottom

Leno top and bottom

Index Property Test Method Typical Thickness ASTM D6525 0.25 in.

(6.35 mm) Resiliency ECTC Guidelines 86%

Water Absorbency ASTM D1117 311%

Mass/Unit Area ASTM D6475 8.32 oz/sy (282.9 g/sm)

Swell ECTC Guidelines 46%

Smolder Resistance ECTC Guidelines Yes

Stiffness ASTM D1388 0.42 oz-in

Light Penetration ASTM D6567 7.6%

Tensile Strength - MD ASTM D6818

201.6 lbs/ft (2.99 kN/m)

Elongation - MD ASTM D6818 13.4%

Tensile Strength - TD ASTM D6818

164.4 lbs/ft (2.44 kN/m)

Elongation - TD ASTM D6818 14.2%

Biomass Improvement ASTM D7322 641 %

Design Permissible Shear Stress Unvegetated Shear Stress 2.10 psf (100 Pa)

Unvegetated Velocity 8.00 fps (2.44 m/s)

Slope Design Data: C Factors Slope Gradients (S)

Slope Length (L) ≤ 3:1 3:1 – 2:1 ≥ 2:1

≤ 20 ft (6 m) 0.001 0.029 0.063

20-50 ft 0.051 0.055 0.092 ≥ 50 ft (15.2 m) 0.10 0.080 0.120

Roughness Coefficients – Unveg.

Flow Depth Manning’s n

≤ 0.50 ft (0.15 m) 0.050

0.50 – 2.0 ft 0.050-0.018

≥ 2.0 ft (0.60 m) 0.018

Specification Sheet – BioNet® SC150BN™ Erosion Control Blanket

Kristin.Walker Typewritten Text Note: This does not constitute an Endorsement of this specific product.This product or an equivalent brand/product may be used. Product must be certified for use by NRCS COR prior to purchase and installation.

Continued irrigation is necessary until the majority of all seeds have germinated. Irrigate early in the morning, 10-15 minutes for a minimum of 3 weeks.

Other: Mixing the seed with an equal or greater volume of slightly damp inert materials such as coarse-textured sand, vermiculite, rice hulls or sawdust may help improve seed distribution. A hand crank spreader is recommended for seeding.