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HomeMy WebLinkAbout8.2CERTIFIED BY THE MONTVILLE PLANK I N& AND ZON i N& COMM 1551 ON signature, dote ( OF ROAD W lyN " I- _JIx ` z � i-- 0 PLAN. JI'VIDE (TYPMAL) GRADE TO tZ DRAIN 50' -- 17.G. TYPICAL PROPOSED ACCESS DRIVE DETAIL NOT • SCALE CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC ANGLE 10` UP SLOPE PCIS T r ,R c , ABILITY AND f- �'COMPACTED 7 BACKFILL SILT FENCE NOT TO SCALE (2)-2'x2'X3' STAKES EACH BALE a o 0 0 o n ■. -*Al IR no 001 2=41 NOT TD SCALE 432 428 424 420 416 412 0 20 40 60 80 100 120 1 q 440-- 436-- 432-- 428 40 436 432 428 -CROSS-SECTION ®'� SCALES: HORIZ. 1" = 20' VERT 1 = 4� f !Rp O 24 O _. 20 40 _- _. , S 80 436 432 428 424 420 0 Ibu 180 200 220 � a \ EXISTING GRADE ,i PROPOSED ORAE r a 100 120 140 160 130 200 22-0 20 40 60 80 100 120 14U i bV i tsu e_w VISIONS DATE DESCRIPTION DATE: APRIL 23, 1993 SCALE: VARIES S�IEET 2 0F 2 rPmOPOSM EXCAVATION. PLAN FREFAR=) S=CR GRAN I TE C0tv1f=AN*i`0 CHF.RRY" LANE NIONTV I L.L_E, CONNECT 1 CUT ,rte w Aw CHANDLER, PALMER i. KING N AWwIm Architects, Engineers and Surveyors � if0 ;iROADVAY NORNICM, CT 46360 t03-999-3397 FAX 203-066--79M DETAILS and EROSION 8 SEDIMENT CONTROL. APPLICATION OF GETTY GRANITE COMPANY . CERTIFIED BY THE MONTVILLE PLANK I N& AND ZON i N& COMM 1551 ON signature, dote ( OF ROAD W lyN " I- _JIx ` z � i-- 0 PLAN. JI'VIDE (TYPMAL) GRADE TO tZ DRAIN 50' -- 17.G. TYPICAL PROPOSED ACCESS DRIVE DETAIL NOT • SCALE CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC ANGLE 10` UP SLOPE PCIS T r ,R c , ABILITY AND f- �'COMPACTED 7 BACKFILL SILT FENCE NOT TO SCALE (2)-2'x2'X3' STAKES EACH BALE a o 0 0 o n ■. -*Al IR no 001 2=41 NOT TD SCALE 432 428 424 420 416 412 0 20 40 60 80 100 120 1 q 440-- 436-- 432-- 428 40 436 432 428 -CROSS-SECTION ®'� SCALES: HORIZ. 1" = 20' VERT 1 = 4� f !Rp O 24 O _. 20 40 _- _. , S 80 436 432 428 424 420 0 Ibu 180 200 220 � a \ EXISTING GRADE ,i PROPOSED ORAE r a 100 120 140 160 130 200 22-0 20 40 60 80 100 120 14U i bV i tsu e_w VISIONS DATE DESCRIPTION DATE: APRIL 23, 1993 SCALE: VARIES S�IEET 2 0F 2 rPmOPOSM EXCAVATION. PLAN FREFAR=) S=CR GRAN I TE C0tv1f=AN*i`0 CHF.RRY" LANE NIONTV I L.L_E, CONNECT 1 CUT ,rte w Aw CHANDLER, PALMER i. KING N AWwIm Architects, Engineers and Surveyors � if0 ;iROADVAY NORNICM, CT 46360 t03-999-3397 FAX 203-066--79M DETAILS and EROSION 8 SEDIMENT CONTROL. APPLICATION OF GETTY GRANITE COMPANY TO THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION SOIL,, EROSION AND SEDIMENT CONTROL NARRATIVE FOR A ROCK REMOVAL OPERATION OFF CHERRY LANE, MONTVILLE, CONNECTICUT GENERAL PROCEDURES CONSTFUCTION SEQUENCING 1. Prior to the commencement of any construction on the site, the Contractor's 1. Prior to the commencement of operations in accordance with any permit Issued representative shalt meet with the Zoning Enforcement Officer of the Town of k y the Town of Montville Planning and Zoning Commission, the Contractor shall Montville and chscuss and agree upon the method of Installation of erosion and I:istalt all erosion and sediment control measures in accordance with the sediment control measures in conjunction with the development of the site. 'Excavation Plan'. On or before the date of the meeting herein referenced, the Owner shall dzsignate, in writing, a representative who shall be responsible for the 2. Px^ior to the commencement of operations, the Contractor shalt obtain a site implementation of the erosion and sediment control plan hereinafter set forth, vispection from the Town of Montville Zoning Enforcement Officer to ensure and for the compliance of the construction herewith. -.hat all erosion and sediment control measures have been installed in cccordance with this Narrative and the 'Excavation Plan'. Upon certification 2. Subsequent to the meeting described in Paragraph 1 of the General rith respect to the installation of erosion and sediment control measures, the Procedures section hereof, the Contractor's engineer shall delineate in the (ontractor may commence operations pursuant to the permit. Erosion and field the area for Installation of eroslom and sediment control devices. sediment control devices shalt be installed in accordance with the 'Fitter Barrier Instattation L Maintenance' and 'Hay Bale Installation L Maintenance' 3. The Contractor shall Install alt sediment and erosion control measures in !>ections of this Narrative hereinafter contained. accordance with a plan entitled 'Proposed Excavation Plan Prepared For Getty Granite Company Cherry Lane Montville, Connecticut Chandler, Palmer L King 3. Upon certification of the Installation of erosion and sediment control measures Architects, Engineers b Surveyors 110 Broadway Norwich, CT 06360 203-889- by the Montville Zoning Enforcement Officer, the Contractor shalt commence 3397 Fax 203-886-7801 Dates April 23, 1993 As Revised Scale, 1' = 40' Sheet 1 construction by the installation of that area designated as 'Proposed Drive' Of 2 And 2 Of 2' and further in accordance with the instructions of the Town c.s delineated on Sheet 1 of 2 of the 'Excavation Plan'. The 'Proposed Drive - of Montville Zoning Enforcement Officer rendered at the meeting detineated in shall be cleared, grubbed and rough graded. A non -tracking construction Paragraph 1 of the General Procedures section of this Narrative, entrance shalt be provided immediately adjacent to Cherry Lane for a minimum distance of 50 feet westerly of said Cherry Lane. Dust control shall be 4. Alt construction shall be conducted by the Contractor in accordance with the maintained as hereinafter provided. It should be noted that the proposed 'Excavation Plan' hereinbefore referenced in Paragraph 3 of the General quarrying operation will make use of the two existing woods roads located Procedures section of this Narrative as the lame may be modified from time to immediatety northerly and southerly of the area of the proposed operation, time during construction by the Town of Montville Zoning Enforcement Officer The construction of the 'Proposed Drive' from the westerly side of Cherry to address unanticipated erosion and sediment control problems encountered lane to existing Contour 370 shalt be effected in accordance with the detail on during construction. the 'Excavation Plan'. Existing stone chips shalt be spread on the existing �,:ccess roads to the north and south of the proposed operation to provide a 5. Ali erosion and sediment control measures shalt be inspected at least twice stable base for vehicular traffic, to provide dust control during dry months weekly and after every storm event and repaired and maintained as necessary. c.nd to stabilize said access roads for erosion control purposes, 6. Construction shalt commence on or about June 15, 1993 and shalt continue 4. The permit request is a request to remove rock material from targe rock uninterrupted for a period of approximately sixty <60) monthsl or, until such outcroppings on the site in the area delineated on Sheet 1 of 2 of the time as that amount of rock delineated In Cross -Section 'A', Cross -Section 'B' 'Excavation Plan'. Rock will be removed on a demand basis and removed from and Cross -Section 'C' as delineated on Sheet 2 of 2 of the above -referenced the site. The essence of the operation will be the removal of knobs of ledge plan has been excavated and removed from the site. riaterials existing on site from existing elevations to proposed final elevations cs delineated on Cross -Section 'A', Cross -Section 'B' and Cross -Section 'C' 7, During construction, alt silt fence and/or hay bales as delineated on the on Sheet 2 of 2 of the 'Excavation Plan'. 'Excavation Plan' hereinbefore referenced in Paragraph 3 of the General Procedures section of this Narrative and as required by the Montville Zoning 5. Where possible, ledge material wilt be removed with the use of a backhoe and Enforcement Officer, shall be maintained in accordance with the United States rock drill, However, blasting will, from time to time, be necessitated in order Solt Conservation Service Erosion And Sediment Control Handbook, 4,o dislodge ledge material for removal. Blasting wilt be effected by utilizing small charges. Small charges must be employed in order to insure that the 8. During the stnbtlizotton period, alt erosion and sediment control measures shalt rock doffs not fracture. Fracturing impairs the commercial marketability of the be mo.intnined In proper working order. The Owner's representative rock, The Contractor shalt schedule his work in such a manner as to avoid use delineated In the meeting described to Paragraph ] of the General Procedures of explosives In close proximity to new or existing structures. The Contractor section of this Narrative shall be responsible for checking all erosion and <,hall at all times take adequate protective meas+,�res to prevent undue shock sediment control measures on a twice -weekly basis during the stabilization resulting from said blasting or the dispersal of rock fragments and shall be period and after each storm event. During the stabilization period with responsible for any damage which may result from said blasting operations. respect to the site, any erosion which occurs within disturbed areas shalt be .i'he Contractor shalt observe and comply with all federal and state taws, immediately repaired reseeded and restabilized, ordinances and regulations in any manner affecting blasting operations. The ('ontractor shall notify each public utility company having structures in 9. [ince stabilization has been completed and certification thereof obtained in l.roxim ty to the site of the work, and others who may be affected, of his Ar­3ting from the Zoning Enforcement Officer of the Town of Montville, erosion i.itention to use explosives) and such notice shalt be given sufficiently In o;:w sediment control measures shall be removed by the Contractor. cdvance to enable the companies, the Contractor and others to take such steps c,s they deem necessary to protect utilities and property from Injury. Such 10. In the event that the erosion and sediment control measures required by this rotice shalt not relieve the Contractor of responsibility for any damage 'Narrative and/or the Town of Montville ZoningEnforcement Officer, are not resulting from blasting operations. Installed In accordance with the plan referred to in Paragraph 3 of the General Procedures section of this Narrative (or as required by said Zoning 6, I- is contemplated that no site stabilization will be required in the immediate Enforcement Officer)) or, in the event that said erosion and sediment control c,reas of the quarrying operation due to the fact that the operation consists measures are not maintained in accordance with the requirements of the <;otely of ledge removal to a specified elevation as delineated on Sheet 2 of 2 United States Solt Conservation Service Erosion And Sediment Control of the 'Excavation Plan'. Upon completion of the operations in accordance Handbook, then and in that event the Owner and the Contractor shalt be ;herewith, a (edge surface at a lower elevation wit+. remain which will not required to immediately cease and desist all further construction in require site stabilization. Disturbed areas outside :f the area of immediate accordance with this Narrative and the plan delineated in Paragraph 3 of the quarrying operations shall be stabilized as follows, General Procedures section of this Narrative until such time as such erosion and sediment control measures are installed and/or properly maintained and op soil wilt be replaced and non -rock disturbed areas shalt be graded to a ^:tail,_r d -c, t6ie Zo^=� EnrPc-ce�ent CrFicrr _ -)c gr eater than 311. Top suit rill be spread at aminimum compacted -,------�.oF the-4aw.+-•csf-Ke+►t+r�k--t #trer wttt�-rrt2ten authorization to resume wortc .Lth of 4 inches, once the top soil has been spread, c.k stones 2 inches or ,1riaer in any dimension will be removed as well as debris. Agricultural 11, Unless designated otherwise In writing, Lawrence Getty of Route 85, Salem, llrnund limestone shall be applied at the rate of 2 tons per acres or 100 pounds Connecticut (859-2972), shall be the designated party responsible for the per I,000 square feet. 10-10-10 fertilizer or equivalent shalt be applied at a implementation of this soft, erosion and sediment plan. rate of 300 pounds per acre or 7.5 pounds per 1,000 square feet. The time and i ertitizer shalt be worked into the soil to a depth of 4 inches. Thereafter, seed DEVELOPMENT .,hat( be applied at the rate of 1 pound per 1,000 square feet utilizing the I ''ollowing seeding mtxturei Kentucky Blue Grass - 457., Creeping Red Fescue - The proposed excavation will allow for the removal of approximately 16,000 cubic 45%, Perennial Rye Grass - 10%. Seeding shalt occur during the periods April yards of rock material. i - June 15 and August 1 - September 15. Follow.',%g seeding, the seed bed shall be firmed with a roller. Upon completion of firming, disturbed areas SOIL > :;i ;alt be mulched immediately with a hay mulch. If a permanent vegetative w;:tand cannot be established by September 30, the Contractor shall apply a The property is composed mainly of six sort types) Adrian and Palms 'Aa'y Canton- 1:ernpornry cover on the top so!l such as netting, mat or an organic mulch. Hollis 'CrC' and 'CrD') Holtis-Charlton 'HrC' and 'HrD'i Paxton and Montauk 'PbB', 7. Sat fence, as required by the 'Excavation Plan' shall be installed as follows: The area er the proposed excavation Is composed of Canton -Hollis and Hotlis- Chariton solis. Filter Barrier Installation L Maintenance 1, 'Aa' Nearly level, very poorly drained soils are in pockets and depressions k Dig a 6' trench on the uphill side of the barrier location. cf Stream Terraces, Outwash Plains, and Glacial Tilt Uplands. 1'i. Position the posts on the downhill side of the barrier and drive the post 2, 'CrC' Fine sandy loans, very rocky, 3 to 157. slopes. This gently sloping 1.5 feet into the ground. complex consists of somewhat excessively drained and welt drained soils on Glacial Tilt Uplands, Rock outcrops cover up to 10% of the surface. C. Lay the bottom 6' of the fabric in the trench to prevent undermining and backfill, 3. 'CrD' Fine sandy foams, very rocky, 15 to 45% Stopes. This moderately steep to steep complex consists of somewhat excessively drained and well drained D. Inspect and repair barrier after heavy rainfall. soils on Glacial Tilt Uplands. Rock outcrops cover up to 10% of the surface. E. Sediment deposits are to be removed when they reach a height of one 4. 'HrC' Rock outcry complex, 3 to 15% slopes. This gently sloping to sloping P P P 9 Y P 9 P g foot behind the barrier and are to be deposited in an area which is not complex consists of somewhat excessively drained and well drained soils and regulated by the Inland '.Jet ands Commission, rack outcrop on Glacial Till Uplands. Stones and Boulders cover 1 to 8% of the sirf ace. 8. Hiiy bales, as required by the 'Excavation Plan' shalt be Installed as follows, S. 'PrD' Rock outcrop complex, 15 to 45% slopes. This moderately steep to very Hay Bate Installation & Maintenance cor,piex consists of somewhat excessively drained and well drained soils nn6 rock outcrop on Glacial Tilt Uplands. Stone and Boulders cover 1 to 8% A. Bales shalt be placed around all proposed catch basins with the ends of c€' the surface, the bates tightly abutting each other, 6. 'PbB' Fine sandy toams, 3 to 8% slopes. These gently sloping well drained D. Each bale shall be securely anchored with at least 2 stakes and gaps soils are on Drumloldal, Glacial Tilt and Uplands Landforms. between bales shalt be wedged with straw to prevent water from passing between the bales, The only materials which shalt be excavated and removed from the site in accordance w1,th the permit issued by the Town of Montville Planning and Zoning Commission wilt (,, Inspect bates after eack: l: torn and repair or replace promptly as l^e rock materials which shall be quarried in accordance with Cross -Section 'A', needed. Remove sedlmen.4 {-� r�lnd the bales when it has reached half the Cr `>ectlon 'B' and Cross -Section 'C' as delineated on Sheet 2 of 2 of the height of the bate and deposit in an area which is not regulated by the -1.1_- 'Exc:uti.tton Plan'. Inland Wetlands Commission. Inspect ons and necessary repairs will be made twice weekly, g" 9. DAst cont -o1 will be accomplished during construction by spraying with water, c,nd, if nece-.-nary, by the application of calcium chloride as conditions warrant. CERTIFIED BY THE MONTVILLE PLANK I N& AND ZON i N& COMM 1551 ON signature, dote ( OF ROAD W lyN " I- _JIx ` z � i-- 0 PLAN. JI'VIDE (TYPMAL) GRADE TO tZ DRAIN 50' -- 17.G. TYPICAL PROPOSED ACCESS DRIVE DETAIL NOT • SCALE CONSTRUCTION ENTRANCE NOT TO SCALE FILTER FABRIC ANGLE 10` UP SLOPE PCIS T r ,R c , ABILITY AND f- �'COMPACTED 7 BACKFILL SILT FENCE NOT TO SCALE (2)-2'x2'X3' STAKES EACH BALE a o 0 0 o n ■. -*Al IR no 001 2=41 NOT TD SCALE 432 428 424 420 416 412 0 20 40 60 80 100 120 1 q 440-- 436-- 432-- 428 40 436 432 428 -CROSS-SECTION ®'� SCALES: HORIZ. 1" = 20' VERT 1 = 4� f !Rp O 24 O _. 20 40 _- _. , S 80 436 432 428 424 420 0 Ibu 180 200 220 � a \ EXISTING GRADE ,i PROPOSED ORAE r a 100 120 140 160 130 200 22-0 20 40 60 80 100 120 14U i bV i tsu e_w VISIONS DATE DESCRIPTION DATE: APRIL 23, 1993 SCALE: VARIES S�IEET 2 0F 2 rPmOPOSM EXCAVATION. PLAN FREFAR=) S=CR GRAN I TE C0tv1f=AN*i`0 CHF.RRY" LANE NIONTV I L.L_E, CONNECT 1 CUT ,rte w Aw CHANDLER, PALMER i. KING N AWwIm Architects, Engineers and Surveyors � if0 ;iROADVAY NORNICM, CT 46360 t03-999-3397 FAX 203-066--79M DETAILS and EROSION 8 SEDIMENT CONTROL.