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SWAMPSCOTT ROAD - CONSERVATION COMMISSION A - -`9t'swt 2atN-D G iT7 or--SAt rn DQw i � ® NO. 7521/3-9 9®% b ��ar' Q 1 � � i � y a -� � � �. LOCUS MAP 0\ 41 !x R�m EGLN PROJECT 300' EAST OF HIGHLAND AVE.A 2+23 ALE END PROJECT SALEM-SWAMPSCOTT TO WN LINE STA 65+30 L E . 2V :��,���:'moi' _�i\��/� . , c P .�.' C �7/,'.11BI.v�/ -__ --- -A 0 Salem, NIA Commonwealth of Nfassachusects, General Highway Map, N Regional Series (1976) FIGURE I I in. = 4000 ft. LF--%,Guertin & .associates SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. EXISTING LEDGE EXISTING PAVEMENT WIDTH 30'-34' PROP. GRAVEL REM. EXIST. BIT. CONC. CURB WALKING PATH PROP. GRANITE CURB 5' TYPE VA4. 6" REVEAL (TYP.) 1/4" PER FT 1/4" PER FT 3/16" PER FT-- PROP. 4" P.S.B. & SEED BIT. CONC. PAVED WATERWAY SEE CONSTRUCTION STANDARD 211.3.0 REM. EXIST. BIT. CONC. CURB PROP. BIT. CONC. PAVEMENT OVERLAY AND REPLACE WITH BIT. CONC. CURB TYPE 2 EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. STA 2+23 TO 11+00 BEGIN PROJECT TO FIRST STREET SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. BL PROP. BIT. CONC. WATERWAY PROP. ROADWAY WIDENING (SEE DETAIL) 28 EXIST. PAVEMENT WIDTH VARIES 24'-27' PROP. GRAVEL WALKING PATH PROP. GRANITE CURB TYPE VA4, 6" REVEAL (TYP.) "3�16- EXIST. EDGE OF PROP. NEW CROWN PAVEMENT (TYP.) 4" PER FT PROP. SAWCUT 2'1/4" PER FT 1/4" PER FT(TYP.) OFFSET EXISTING GROUND WIDENING PROP. 4" P.S.B. & SEED (AS REQUIRED) PROP. BIT. CONC. PAVEMENT OVERLAY EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. FIRST STREET TO SEWER PUMP STATION STA 11+00 TO 28+85 200' EAST OF ROBINSON ROAD TO COMPOSTING FACILITY STA 33+00 TO 47+80 T'�55f1.15\SSf1}qT W .. t SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. BL PROP. ROADWAY WIDENING 28' EXIST. PAVEMENT WIDTH VARIES 26'-27' PROP. GRAVEL EXIST. EDGE OF PROP. NEW CROWN WALKING PATH PAVEMENT (TYP.) 5' PROP. GRANITE CURB EXIST. EDGE OF OFFSET 2• TYPE VA4. 6" REVEAL (TYP.) PAVEMENT (TYP.) WIDENING PROP. SAWCUT 2' 3/16" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT (TYP.) PROP. 4" P.S.B. EXISTING GROUND & SEED (AS REQUIRED) PROP. 4" P.S.B. & SEED (AS REQUIRED) EXISTING ROADWAY SURFACE PROP. BIT. CONC. PAVEMENT OVERLAY SWAMPSCOTT ROAD N.T.S. STA 28+85 TO 33+00 SEWER PUMP STATION TO 200' EAST OF ROBINSON ROAD SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. E i PAVEMENT WIDTH 30' PROP. GRAVEL WAI KING PATH 1.�� 5 PROP. GRANITE CURB 3/11 6" PER FT F TYPE VA4, 6" REVEAL (TYP.) z- CJI 1/4" PER FT 1/4" PER FT � 1 EXISTING GROUND) 3 TO i (MAXIMUM) PROP. 4" P.S.B. & SEED (AS REQUIRED) PROP. BIT. CONC. PAVEMENT OVERLAY EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. SECTION ADJACENT TO COMPOSTING FACILITY STA 47+80 TO 53+47 STA 59+00 TO 65+30 T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. PAVEMENT WIDTH 30' PROP. GRAVEL WALKING PATH 5 PROP. GRANITE CURB 3/16" PER FT TYPE VA4, 6" REVEAL 1//44"" PER FT 1/4" PER FT EXISTING GROUND 72" CHAIN LINK FENCE PROP. 4" P.S.B. & SEED (AS REQUIRED) SLOPE 1 TO 1 (MAXIMUM) pROP. BIT. CONC. PAVEMENT OVERLAY EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. STA 53+47 TO 59+00 T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS l mri FIRST STREET - 10+00 ®O 9+00 8+00 O 7+00 6+00 LEGEND NOTES: WATER VALVE 1. CLEAN AND ADJUST ALL ® CATCH BASIN CURB INLET EXISTING DRAINAGE STRUCTURES. ❑ CATCH BASIN 5+00 �. FIRE HYDRANT Os SEWER MANHOLE Q DRAINAGE MANHOLE 4+00 O Im ❑ 3+00 u 2+50 g BEGIN PROJECT STA 2+23 1 SALEM SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 0 `\ `EXIST. 18" RCP 19+00 PROP. MH1a+ao EXIST. 18" RCP PROP. CATCH BASIN 18+00 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12" RCP 17+00 PROP. CATCH BASINS, EXACT LOC. Q TO BE DETERMINED BY THE 16+00 ENGINEER. 1 CB IN ROAD, 1 IN WATERWAY. CONNECT TO 15+80 PROP. MH WITH 12" RCP. 17 EXIST. DBL. CB15+00 0 PROP. OMH LOCATED IN GRAVEL PATH. 14+00 CONNECT TO EXIST. CB WITH 12" RCP 13+00 zo 3+00 PROP. CATCH BASINS, EXACT LOC. TO BE DETERMINED BY THE QQ ENGINEER. 1 CB IN ROAD, 12+00 1 IN WATERWAY. CONNECT TO PROP. MH WITH 12" RCP. S u 4 11 +00 SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS (3) 36" RCP--/ CONSTRUCT PROP. MH OVER ONE EXIST. RCP WITHIN GRAVEL WALKING PATH EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 028+00 28+00 WEIR PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12" RCP 27+00 27+00- PROP. MH 26+00 O D�4 25+00 24+00 24+00 PROP. MH PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 23+00 CONNECT PROP. CB TO PROP. MH WITH 12" RCP O CONTINUE 12" RCP TO PROP. MH AT STA 29+20. PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MHI 22+00 WITH 12" RCP CONTINUE 12" RCP TO PROP. MH AT STA 24+00. 21+50 U O 21 +00 g EXIS . GAS SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 38+00 I> EXIST. DBL. CB EXIST. 24" RCP 37+00 CONSTRUCT PROP. MH 037+00 OVER EXIST. RCP WITHIN GRAVELWALKINGPATH EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 36+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CS TO PROP. MH WITH 12"RCP 35+00 34+00 CONSTRUCT PROP. MH `\ OVER EXIST. RCP `EXIST. 24" RCP WITHIN GRAVEL WALKING PATH 033+80 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 33+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CS TO PROP. MH WITH 12"RCP 32+00 D�4 31 +00 O uU 30+00 SALEM - SWAMPSCOIT ROAD DRAINAGE IMPROVEMENTS 47+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 44+00 CI 46+40 WITH 12" RCP 46+00 45+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 41+70 44+00 WITH 12" RCP ZI 44+00 PROP. CATCH BASIN EXACT LOCATION TO BE 43+00 DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 41+50 WITH 12" RCP CONSTRUCT PROP. MH OVER EXIST. RCP 42+00 WITHIN GRAVEL WALKING PATH 41+70 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 41+50 41 +00 EXIST. CB EXIST. 12" RCP 40+00 u x g 39+00 SALEM — SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 59+00 58+00 PROP. CATCH BASIN EXACT LOCATION TO BE PROP. MH LOCATED WITHIN DETERMINED BY THE ENGINEER GRAVEL PATH CONNECT TO CONNECT PROP. CB AND PROP. MH PROP. MH AT 60+30 - 57+30 WITH 12" RCP WITH 12" RCP 57+00 56+00 55+00 54+00 EXIST. CS AND 12" RCP - PROP. CATCH BASIN 53+25 EXACT LOCATION TO 53+.00 BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO EXIST CB 53+00 WITH 12" RCP 52+00 51 +00 s 4 x g SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS SWAMPSCOTT END PROJECT SALEM 65+00 STA 65+30 64+00 63+00 PROP. CATCH BASIN EXACT LOCATION TO BE 62+00 DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH WITH 12" RCP- 6 7 CP .__61 +0 PROP. MH PIPE TO EXIST. OUTLET AREA -=0 e0+30 WITH 12" RCP 60 "00 EXIST. 12" STEEL PIPE 59+00 K 8 RECENED 310 CMR 10. 99 19711 V011 29 M Q_ DEP fila ao. (To be provided by DFP) Form 1 SALEM pLAN ING DEPT city�ro.n Applicant 6 ) ry or commonveal th of Yazaarhusetts Request for a Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, §40 1. I, the undersigned, herebyby request that the City of Salem Conservation Commission make a determination as to whether the area, described below, or work to be performed on said area, also described below, is subject to the jurisdiction of the Wetlands Protection Act, G.L. c. 131, 940. 2 . The area is described as follows. (Use maps or plans, if necessary, to provide a description and the location of the area subject to this request. ) Location: Street Address Swampscott Road Lot Number- (from 300' E of Highland Ave to the Swampscott Line) 3. The work in said area is described below. (Use additional paper, if necessary, to describe the proposed work. ) The proposed work under this contract consists of the resurfacing of Swampscott Road in Salem. The limit of work begins 300 feet East of Highland Ave and ends at the Swampscott town line, some 1.2 miles later. The work includes resurfacing the existing roadway with Type I bituminous concrete, installation of granite curb and a gravel walk on the Norhterly side of the road, modifying the existing drainage system to work with the new curbing while using existing outlets, removing and replacing guardrail, adjusting existing manholes to work with new pavement profile. New catch-basins shall be four foot deep sump basins. (see attached plans for further detail) I Effective 11/10/89 4 . The owners) of the area, if not the person making this request, has been given written notification of this request on (date) The name (s) and acrdress (es) of the owner(s) : City of Salem One Salem Green Salem, MA 01970 5 . 1 have filed a complete copy of this request with the appropriate regional officeoq2f t e Massachusetts Department of Environmental Protection 14/ cwq� (date) DEP Northeast Regional Office DEP Southeast Regional Office ZOSA 1Aw0Z.l'Sr 20 Riverside Drive Wabu ,-,—�•,'�_�3_�.,'='_ �Nl�)�i I /J617-ph4� �A Route 105 01 897 Lakeville, MA 02347 DEP Central Regional Office DEP Western Regional Office. 75 Grove Street State House West, 4th Floor Worcester, MA 01605 436 Dwight Street - .Springfield, MA 01103 6 . 1 understand that notification of this request will be placed in a local newspaper at my pense i accordance with Section 10.5 (3) (b) 1 of the regulations by e n ation Commission and that Z will be billed accordingly. I, �" / )9� Signatuj ame � Address sde 4 Gree cn Tel. 7' T-9 SSS . 310 1-2 LOCUS MAP .'�S"��'.�`�� •moi..—�`�..,�"`�'y_�• � ` .� Ia\•' 1 '��.:•� i a ��/ \`' `'T�w��. '��`• _yi'�/..f.c''J\ �i � �� J+ i� 2 �t lig ..aw90w �. Lam,,, �r�•, /`7f,� -a., \ �J ` j ...' r;• // BEGL1PROJECT 300' EAST OF HIGHLAND AVE— STA STA 2+23 i�> }= t"-// 4`C\ • �� y s/wJa E. b // ° c �.z>� ��j r END PROJECT -� SALEM-SWAMPSCOTT TOWNLLYE `r STA 65+30 '� LE V. PS c Salem, MA Commonwealth of Massachusetts, General Highway Map, N Regional Series(1976) FIGURE I I in. =1000 ft. i Cc.A Guertin & .-Associates 1 SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. Q ' I EXISTING LEDGE - EXISTING PAVEMENT WIDTH 30'-34' PROP. GRAVEL REM. EXIST. BIT. GONG. CURB WALKING PATH PROP. GRANITE CURB 5' TYPE VA4, 6" REVEAL (TYP.) 2' 1/4" PER FT I/4" PER FT ' 3/16" PER FT PROP. 4" P.S.B. k SEED BIT. CONC. PAVED WATERWAY SEE CONSTRUCTION STANDARD 211.3.0 REM. EXIST. BIT. CONC. CURB PROP. BIT. CONC. PAVEMENT OVERLAY AND REPLACE WITH BIT. CONC. CURB TYPE 2 EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. STA 2+23 TO 11+00 SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. BL PROP. ROADWAY WIDENING PROP. BIT. CONC. WATERWAY 28. (SEE DETAIL) EXIST. PAVEMENT WIDTH VARIES I{� 24'-27' PROP. GRAVEL -- - WALKING PATH PROP. GRANITE CURB TYPE VA4, 6" REVEAL (TYP.) t 5' EXIST. EDGE OFPROP. NEW CROWN PAVEMENT (TYP.) 1/4" PER FT PROP. SAWCUT 2• 3/16" PER FT 1/4" PER FT 1/4" PER FT r- (TYP.) - - - q' OFFSET EXISTING GROUND WIDENING PROP. 4" P.S.B7. & SEED (AS REQUIRED) PROP. BIT. CONC. PAVEMENT OVERLAY 7EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD H.T.S. FIRST STREET TO SEWER PUMP STATION STA 11+00 TO 28+85 200' EAST OF ROBINSON ROAD TO COMPOSTING FACILITY STA 33+00 TO 47+80 3 SALEM - SWAMPSCOTT ROAD', ! TYPICAL SECTION CONST. BL PROP. ROADWAY WIDENING "1 28' j EXIST. PAVEMENT WIDTH VARIES Y` ' 26'-27' PROP. GRAVEL EXIST. EDGE OF PROP. NEWROWN WALKING PATH PAVEMENT (TYP.) I;.'. � p w 5' PROP. GRANITE CURB EXIST. EbQOFOFFSET — 2• TYPE VA4. 6" REVEAL (TYP.) PAVEMENLIO(TYRO") WIDENING 3/16" PER FTPROF SAWCUT 2' 1/4" PER FT I/4" PER FT 1/4" PER FT (TYP.) SEED EXISTING GROUND 17 & (AS REQUIRED) PROP. 4" P.S.B. & SEED (AS REQUIRED) EXISTING ROADWAY SURFACE PROP. BIT. CONC. PAVEMENT OVERLAY SWAMPSCOTT ROAD ` N.T.S. STA 28+85 TO 33+00 SEWER PUMP STATION TO 200' EAST OF ROBINSON ,ROAD SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. PAVEMENT WIDTH 30' PROP. GRAVEL WAI KING PATH 1 5' PROP. GRANITE CURB PER FT TYPE VA4, 6" REVEAL (TYP.) Z. J -a 1/4" PER FT 1/4" PER FT GROUND 3 TO 1 (MAXIMUM) PROP. 4" P.S.B. k SEED (AS REQUIRED) PROP. BIT. CONC. PAVEMENT OVERLAY7/7EXISTING . EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. SECTION ADJACENT TO COMPOSTING FACILITY STA 47+80 TO 53+47 SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. PAVEMENT WIDTH 30' PROP. GRAVEL WALKING PATH 5 PROP. GRANITE CURB TYPE VA4, 6" REVEAL (TYP.) 2' 3/16" PER FT 1/4" PER FT 1/4" PER FS EXISTING�- GROUND- 72" C j HAIN LINK FENCE PROP. 4" P.S.B. & SEED (AS REQUIRED) SLOPE 1 TO 1 (MAXIMUM) PROP. BIT. CONC. PAVEMENT OVERLAY EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD STA 53+47 TO 59+00 T:\55035\55035TYP SALEM - SWAMPSCO17 ROAD DRAINAGE IMPROVEMENTS f FIRST STREET - 10+00 ®O 9+00 0-- 8+00 8+00 O 7+00 6+00 LEGEND NOTES: WATER VALVE 1. CLEAN AND ADJUST ALL ® CATCH BASIN CURB INLET EXISTING DRAINAGE STRUCTURES. ❑ CATCH BASIN 5+00 {}. FIRE HYDRANT aQ SEWER MANHOLE QQ DRAINAGE MANHOLE 4+00 O ❑ 3+00 4 2+50 g BEGIN PROJECT STA 2+23 1 SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS G EXIST. 18" RCP 19+00 PROP. MH 18+80 EXIST. 18" RCP PROP. CATCH BASIN 18+00 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER .0 CONNECT PROP. CB TO PROP., MH = - WITH 12" RCP -- _ 17+00 PROP. CATCH BASINS, EXACT LOC. Q TO BE DETERMINED BY THE 16+00 ENGINEER. 1 CB IN ROAD, 1 IN WATERWAY. CONNECT TO =0 15+80 -PROP. MH WITH 12" RCP. EXIST. DBL. C90 --15+00 PROP. DMH LOCATED IN GRAVEL PATH. 14+00 CONNECT TO EXIST. CB WITH 12" RCP IL13+00 �3 13+00 PROP. CATCH BASINS, EXACT LOC. TO BE DETERMINED BY THE Q ENGINEER. 1 CS IN ROAD, 12+00 1 IN WATERWAY. CONNECT TO PROP. MH WITH 12" RCP. U F 11 +00 SALEM — SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS (3) 36" RCP�' ' CONSTRUCT PROP. MH OVER ONE EXIST. RCP Q WITHIN GRAVEL WALKING PATH EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 28+00+00 Dd �_ WEIR PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12" RCP 27+00 - - 27+00- PROP. MH 26+00 O D�4 25+00 24+00 24+00 PROP. MH PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 23+00 CONNECT PROP. CS TO PROP. MH WITH 12" RCP O CONTINUE 12" RCP TO PROP. MH AT STA 29+20. PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH 22+00 WITH 12" RCP CONTINUE 12" RCP TO PROP. MH AT STA 24+00. 21+50 +p� _ t] U OS K 21 +00 g EX1S . GAS SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 38+00 �� EXIST. DBL. CB 37+00 EXIST. 24" RCP i CONSTRUCT PROP. MH 037+00 OVER EXIST. RCP WITHIN GRAVEL WALKING PATH EXACT LOCATION TO BE - - _DETERMINED BY THE ENGINEER 38+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12"RCP 35+00 34+00 CONSTRUCT PROP. MH f OVER EXIST. RCP `EXIST. 24" RCP WITHIN GRAVEL WALKING PATH 033+80 ol EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 33+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12"RCP 32+00 D�4 D�4 31 +00 O x 30+00 ., g o SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 47+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 44+00 — 4e+40 WITH 12" RCP 46+00 45+00 PROP. CATCH BASIN EXACT LOCATION TO BE t DETERMINED BY THE ENGINEER ! CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 41+70 44+00 WITH 12" RCP 44+00 PROP. CATCH BASIN EXACT LOCATION TO BE 43+00 DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 41+50 WITH 12" RCP CONSTRUCT PROP. MH OVER EXIST. RCP 42+00 WITHIN GRAVEL WALKING PATH 41+70 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 41+50 41 +00 EXIST. CB EXIST. 12" RCP 40+00 K U x g 39+00 I SALEM - SWAMPSCO17 ROAD DRAINAGE IMPROVEMENTS 59+00 58+00 PROP. CATCH BASIN EXACT LOCATION TO BE PROP. MH LOCATED WITHIN - DETERMINED BY THE ENGINEER GRAVEL PATH CONNECT TO CONNECT PROP. CB AND PROP. MH PROP. MH AT,gyp+30 - 57+30 WITH 12" RCP WITH 12" RCP 57+00 56+00 55+00 54+00 EXIST. CB AND 12" RCP PROP. CATCH BASIN 53+25 EXACT LOCATION TO 3+00 BE DETERMINED BY THE ENGINEER CONNECT PROP. CS TO EXIST CS 53+00 WITH 12" RCP 52+00 U 51 +00 O u4 l0'1 Z SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS SWAMPSCOTT END PROJECT SALEM 65+00 STA 65+30 64+00 - 63+00 PROP. CATCH BASIN EXACT LOCATION TO BE 62+00 DETERMINED BY THE ENGINEER CONNECT PROP. CS AND PROP. MH WITH 12" RCP 61 +0 PROP. MH PIPE TO EXIST. OUTLET AREA — e0+30 WITH 12" RCP —J 60'+'00 EXIST. 12' STEEL PIPE 59+00 x V x 4 ~ 310 CMR 10. 99 DEP Fite No. (To be provided by DEP) Form 2 City/io,n Salem Applicant City of Salem Commonwealth 11/29/96 of Massachusetts Date Request Filed Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, 540 From Salem Conservation Commission Issuing Authority To Charles Ouiglev City of Salem (Name of Person making request) (Name of property owner) Address One Salem Green Address Salen, MA 01970 This determination is issued and delivered as follows : ® by hand delivery to person making request on 12/16/96 (date) ❑ by certified mail, return receipt requested on (date) Pursuant to the authority of G.L. c.131, §40., the Salem Con. Com. has considered your request for a Determination of Applicability and its sup- porting documentation, and has made the following determination (check whichever is applicable) : Location: Street Address Swampscott Rd. - 300' East of Highland Ave. to Swampscott town line Lot Number: This Determination is positive. 1. ❑ The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing of a Notice of Intent. 2. ❑ The work described below, which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work requires the filing of a Notice of Intent. 2-1 Effective 11/10/69 3 . 0 The work described below, which includes all/part of the work described in your request, is wit^.in the Buffer Zone as defined in the regulations. and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination is negative: 1. ❑ The area described in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work described in your request is within an Area Subject to Protectiot. Under the Act, but will not remove, fill, dredge, or alter that are&. Therefore, said work does not require the filing of a Notice of Intent. 3 . ® The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent. a. ❑ The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by Salem Conservation Commission Conservation Commission Signature (s) T�/Ithis� s Determination m st be signed by a majority of the Conservation Commission. 12th day of December 19 96 before me personally appeared the above mentioned to me known to be the person described in, and who executed, the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed. Notary Public My Ommi sy ion Zxpires This Determination does not relieve the applicant from complying with all other applicable federal, state or .local statutes, ordinances, by-laws or regulations. This Determination shall be valid for three years from the date of issuance. The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Envircrmental Protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the appticant. 2-2A 3 . ❑ The work described below, which includes all/part of the work described in your request, is within the Buffer Zone as defined in the regulations, and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination is negative: 1. ❑ -The area described in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work described in your request is within an Area subject to Protectioi, Under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent. 3. ❑ The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent. 4 . ❑ The area described in your request is Subject to Protection Under the Act, but since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by Conservation Commission Si to a (s =D12/4 This Determination must be signed by a majority of the Conservation Commission. On this day of 19 - , before me personally appeared to me known to be the person described in, and who executed, the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed. Notary Public My commission Expires This Determination does not relieve the applicant from complying with all other applicable federal, state or local statutes, ordinances, by-laws or regulations. This Determination shall be valid for three years from the date of issuance. The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. 2-2A 310 CMR 10.99 DEP File No. (To be provided by DEP) Form 2 City/Torn Applicant Commonwealth of Massachusetts Date Request Filed Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, §40 From Issuing Authority To (Name of Person making request) (Name of property owner) Address Address This determination is issued and delivered as follows: ❑ by hand delivery to person making request on (date) ❑ by certified mail, return receipt requested on (date) Pursuant to the authority of G.L. c.131, §40., the has considered your request for a Determination of Applicability and its sup- porting documentation, and has made the following determination (check whichever is applicable) : Location: Street Address Lot Number: This Determination is positive. 1. ❑ The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing of a Notice of Intent. 2. ❑ The work described below, which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work requires the filing of a Notice of Intent. 2-1 Effective 11/10/89 SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. EXISTING LEDGE EXISTING PAVEMENT WIDTH 30'-34' PROP. GRAVEL REM. EXIST. BIT. CONC. CURB WALKING PATH5, PROP. GRANITE CURB TYPE VA4, 6" REVEAL (TYP.) 2 j 3/16" PER FT 1/4" PER FT 1/4" PER FT �- PROP. 4" P.S.B. & SEED BIT. CONC. PAVED WATERWAY SEE CONSTRUCTION STANDARD 211.3.0 REM. EXIST. BIT. CONC. CURB PROP. BIT. CONC. PAVEMENT OVERLAY AND REPLACE WITH BIT. CONC. CURB TYPE 2 EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. STA 2+23 TO 11+00 BEGIN PROJECT TO FIRST STREET T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. BL PROP. ROADWAY WIDENING - PROP. BIT. CONIC. WATERWAY 28' (SEE DETAIL) EXIST. PAVEMENT WIDTH VARIES 24'-27' PROP. GRAVEL PROP. GRANITE CURB WALKING PATH TYPE VA4. 6" REVEAL (TYP.) 5' EXIST. EDGE OF PROP. NEW CROWN PAVEMENT (TYP.) 1/4" PER FT PROP. SAWCUT 2' 3/16" PER FT t/a" PER FT r114' R F7 f- r-T7 OFFSET EXISTING GROUND WIDENING PROP. 4" P.S.B. & SEED (AS REQUIRED) PROP. BIT. CONIC. PAVEMENT OVERLAY NEX ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. FIRST STREET TO SEWER PUMP STATION STA 11+00 TO 28+85 200' EAST OF ROBINSON ROAD TO COMPOSTING FACILITY STA 33+00 TO 47+80 T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. BL PROP. ROADWAY WIDENING 28' EXIST. PAVEMENT WIDTH VARIES 26'-27' PROP. GRAVEL EXIST. EDGE OF PROP. NEW CROWN WALKING PATH PAVEMENT (TYP.) 5' PROP. GRANITE CURB EXIST. EDGE OF OFFSET 2• TYPE VA4, 6" REVEAL (TYP.) PAVEMENT (TYP.) WIDENING 3/16" PER FT 1/4" PER FT 1/4" PER FT PROP. SAWCUT 2' (TYP.) 1/4" PER FT PROP. 4" P.S.B. EXISTING GROUND & SEED PROP. 4" P.S.B. (AS REQUIRED) T & SEED (AS REQUIRED) EXISTING ROADWAY SURFACE PROP. BIT. CONC. PAVEMENT OVERLAY �WAMPSCOTT ROAD N.T.S. STA 28+85 TO 33+00 SEWER PUMP STATION TO 200' EAST OF ROBINSON ROAD T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. PAVEMENT WIDTH 30' PROP. GRAVEL WAI KING PATH 1 - 5' PROP. GRANITE CURB 3116- PER FT TYPE VA4. 6" REVEAL (TYP.) 2' 1/4" PER FT 1/4" PER FT qL 3 TO 1 (MAXIMUM) EXISTING GROUND PROP. 4" P.S.B. & SEED (AS REQUIRED) PROP. BIT. CONC. PAVEMENT OVERLAY •"'S EXISTING ROADWAY SURFACE 1 SWAMPSCOTT ROAD N.T.S. SECTION ADJACENT TO COMPOSTING FACILITY STA 47+80 TO 53+47 STA 59+00 TO 65+30 T:\55035\55035TYP SALEM - SWAMPSCOTT ROAD TYPICAL SECTION CONST. PAVEMENT WIDTH 30' PROP. GRAVEL WALKING PATH �5 PROP. GRANITE CURB - TYPE VA4, 6" REVEAL (TYP.) 3/16"' PER FT 1/4" PER FT 1/4" PER FT EXISTING GROUND 72" CHAIN LINK FENCE PROP. 4" P.S.B. & SEED (AS REQUIRED) SLOPE 1 TO 1 (MAXIMUM) pROP. BIT. CONC. PAVEMENT OVERLAY EXISTING ROADWAY SURFACE SWAMPSCOTT ROAD N.T.S. STA 53+47 TO 59+00 T:\55035\55035TYP SALEM — SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS FIRST STREET — 10+00 ®O 5 9+00 a O 8+00 O 7+00 6+00 LEGEND NOTES: WATER VALVE 1. CLEAN AND ADJUST ALL ® CATCH BASIN CURB INLET EXISTING DRAINAGE STRUCTURES. 0 CATCH BASIN 5+00 +.I FIRE HYDRANT Q SEWER MANHOLE Q DRAINAGE MANHOLE 4+00 OIm 3+00 N 2+50 g BEGIN PROJECT STA 2+23 SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS EXIST. 18" RCP 19+00 PROP. MH-,-"7 ' j8+8o EXIST. 18" RCP PROP. CATCH BASIN -/- 18+00 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12" RCP 17+00 PROP. CATCH BASINS, EXACT LOC. (D TO BE DETERMINED BY THE 16+00 ENGINEER. 1 CB IN ROAD, 1 IN WATERWAY. CONNECT TO =0 15+e0 PROP. MH WITH 12" RCP. EXIST. DBL. CB 15+00 0 G) PROP. DMH r LOCATED IN GRAVEL PATH. 14+00 CONNECT TO EXIST. CB WITH 12" RCP 13+00 13+00 PROP. CATCH BASINS. EXACT LOC. TO BE DETERMINED BY THE QQ ENGINEER. 1 CB IN ROAD, 12+00 fail 1 IN WATERWAY. CONNECT TO I/V PROP. MH WITH 12" RCP. w g 11 +00 SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS (3) 36" RCP--y CONSTRUCT PROP. MH OVER ONE EXIST. RCP WITHIN GRAVEL WALKING PATH EXACT LOCATION TO BE �1 DETERMINED BY THE ENGINEER 8+00 28+00 n^ �_ WEIR PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CS TO PROP. MH WITH 12" RCP II 27+00 27+00 PROP. MH 26+00 (D D�4 25+00 24+00 24+00 PROP. MH PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 23+00 CONNECT PROP. CS TO PROP. MH WITH 12" RCP O CONTINUE 12" RCP TO PROP. MH AT STA 29+20. PROP. CATCH BASINS EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12" RCP CONTINUE 12" RCP TO PROP. MH AT STA 24+00. 21+50 � Q 21 +00 g EXIS . CAS SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 38+00 EXIST. DBL. CB 37+00 EXIST. 24" RCP CONSTRUCT PROP. MH 37+00 OVER EXIST. RCP WITHIN GRAVEL WALKING PATH EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 36+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CS TO PROP. MH WITH 12"RCP 35+00 34+00 CONSTRUCT PROP. MH OVER EXIST. RCP EXIST. 24" RCP WITHIN GRAVEL WALKING PATH 033+80 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 33+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO PROP. MH WITH 12"RCP 32+00 D�4 31 +00 O u 30+00 O � � SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 47+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 44+00 46+40 WITH 12" RCP 46+00 45+00 PROP. CATCH BASIN EXACT LOCATION TO BE DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH TO PROP. MH AT 41+70 44+00 WITH 12" RCP IJ44+00 PROP. CATCH BASIN EXACT LOCATION TO BE 43+00 DETERMINED BY THE ENGINEER CONNECT PROP. CS AND PROP. MH TO PROP. MH AT 41+50 WITH 12" RCP CONSTRUCT PROP. MH OVER EXIST. RCP 42+00 WITHIN GRAVEL WALKING PATH- 41+70 EXACT LOCATION TO BE DETERMINED BY THE ENGINEER 41+50 41 +00 EXIST. CS EXIST. 12" RCP 40+00 u k g 39+00 SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS 59+00 58+00 PROP. CATCH BASIN EXACT LOCATION TO BE PROP. MH LOCATED WITHIN DETERMINED BY THE ENGINEER GRAVEL PATH CONNECT TO CONNECT PROP. CB AND PROP. MH PROP. MH AT 60+30 57+30 WITH 12" RCP WITH 12" RCP 57+00 56+00 55+00 54+00 EXIST. CB AND 12" RCP PROP. CATCH BASIN 53+25 EXACT LOCATION TO 53+00 BE DETERMINED BY THE ENGINEER CONNECT PROP. CB TO EXIST CS 53+00 WITH 12" RCP 52+00 u 51 +00 x g SALEM - SWAMPSCOTT ROAD DRAINAGE IMPROVEMENTS SWAMPSCOTT END PROJECT SALEM 65+00 STA 65+30 64+00 63+00 PROP. CATCH BASIN EXACT LOCATION TO BE 62+00 DETERMINED BY THE ENGINEER CONNECT PROP. CB AND PROP. MH WITH 12" RCP ._ 61 +0 PROP. MH PIPE TO EXIST. OUTLET AREA - eo+3o WITH 12" RCP -� 60+00 EXIST. 12" STEEL PIPE 59+00 x g LOCUS MAP ' ,1:��:;� • .' •` yam': :- '/ �j�� �I \�''� ��. B "'.,r 'Ll•_ •• , j�_ i CRL. ��'� `�• \\\ i.r .+Y.s.i`L r �y i �( �{�� °^BOA ? .,, \ �'' a •_t� � . qtr •�: ,�: f .c? (. ' .,� •: �'"�x- E l L'; \ w 1.`R� •! I ._�'. �y `&�• aro n n<.a . 1 \y�\1�'✓'•.•:: I •�s,.aaw.���'•^'�! ����^«�'�' // ,.a.. , BEGIN PROJECT ' ✓..•s 300' EAST OF HIGHLAND AVE. .,•e•.,ti'�''s .7' <STA 2+23 s ,• / � ; ALE END PROJECT SALEM-SWAMPSCOTT TOWN LINE ma=r STA 65+30 a � PSC .•• •� aa aC•'r/ d w OJ c. ♦ � �,�✓aasr n�_ra=er�"`V ' \ O �4`��',,V1 a� ` 1q ��f�./�� \ 7' Y � ^ �{ry •��J��i''B/�wrn \\ -' P� 1'y �.'� �.'�'.`\ is ��,acY .'•Ki. '.I� "L�YO� \\ 0(I Salem, MA Commomveakh of bfassachuseres, General Highway Map, N Regional Series (1976) FIGURE 1 t in. =4000 h. LE.A Guertin & Associates l - 310 C_l 10.99 DE?FJ<No. Form 1 (Co be p.-.i d4d by Dc?) i Commonwealth �ppl one TN 7?� Of Massachusetts - fQv 'I J Oce er 9;RWO,W�- Request for r a Determination of clia Massachusetts Wetlands Protection Act, G.cLc. 31, §40 1. 1, the undersigned, herbby request that the City of Salem conservation Commission make a determination as to whether the area, described below, or work to be performed on said aalso described below, 540. is subject to the jurisdiction of tha rea,Wetlands Protection Act, G.L. c. 131, 2. The area is described as follows. (Use maps or plans, if necessary, to provide a description and the location of the area subject to this request.) Location: Street Address Swampscott Road Lot Number: (from 300' E of Highland Ave. to the Swampscott Line) See Attached Locus Plan 3. The work in said area is described below. (Use additional paper, if necessary, to describe the proposed work.) - The proposed''iiork under this Contract consists of the resurfacing of Swampscott Road in Salem, within the following limits : beginning at a Point approximately 300 feet easterly of the intersection of Highland Ave (Route 107) and extending easterly to the Swampscott town line, a distance of 1.2 miles. Included in the work is resurfacing with Class I Bituminous Concrete, widening to a pavement width of 281 , installation of drainage structures and pipes utilizing existing outlets, removing and replacing guardrail, installing a gravel walking path, applying leveling courses prior to resurfacing as necessary, cleaning and adjusting structures, and all other incidental items necessary to complete the required work. (See attached plan sheets) `atION Co Conservation Commission Salem, Massachusetts 01970 `NASsxC' City of Salem Conservation Commission Will hold a public hearing for a Determination of Applicability under the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40 and Ordinance Pertaining to General Wetlands, at the request of City of Salem Public Services Department. The purpose of the hearing is to discuss the effects of proposed Swampscott Road improvements from 300' easterly of Highland Ave to the Swampscott line. This hearing will be held on Thursday,December 9, 1996 at 7:00 p.m. in the second floor conference room at One Salem Green. Mark George Chairman December 3, 1999 Please send bill to: Stanley Bornstein, P.E. City of Salem Public Services Department One Salem Green Salem, MA 01970 `jµ,N COIL y ?� ,z Conservation Commission F Salem. Massachusetts 01970 Mntisnr� City of Salem Conservation Commission Will hold a public hearing for a Determination of Applicability under the Wetlands Protection Act, Massachusetts General Laws, Chapter 131, Section 40, at the request of City of Salem Public Services Department, Salem, MA. The purpose of the hearing is to discuss the effects of proposed Swampscott Road improvements from 300' easterly of Highland Ave to the Swampscott line. This hearing will be held on Thursday, December 12, 1996 at 7:00 p.m. in the second floor conference room at One Salem Green. Fred Harney Chairman December 5, 1996 Please send bill to: City of Salem Public Services Department One Salem Green Salem, MA sd\mnmmads\131396