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OUTLOOK AVE - PLANNING look Ave Form B r-=7 u y _ _ "Form B Sr..ib�tvis►oN r y. c J c Iz rx J � � n � n 's � / � \ _ �� � � , 1 � � M.i,'. Y . .r 3a 9 { v " LOT 1 M/CRAW CHARBONNEAU SCENIC WAY — — - --- — i— smi - - _ 9•se.es sMi s s s -� i -w— — — — W C B EL I NES \ •23. 8• GATE n p \w 0��,� s 8'x 6' REDUCINGEMI j OLSEN TE�'Eo I MroRAHr • �w j Wa a J coCL O O LOT 4 \ - 6111 of �5stt1tm, �Htt�sttrl�usk�##s 3 � � �lamtmg �IIMt'�t '''ry�tybyE One �$ttlrm (16rult October 19, 1999 Julianne Tache Tache Real Estate 221 Derby Street Salem, MA 01970 RE:- Subdivision Proposed to be-Located in the Vicinity of Scenic Way Dear Ms. Tache: On October 7, 1999, the Planning Board conducted a preliminary review of the four lot subdivision proposed to be located in the vicinity of Scenic Way. The Planning Board was favorable of the concept of a four lot subdivision in the vicinity of Scenic Way. The project is required to come before the Planning Board for a Definitive Subdivision Plan Review. At that time, the Board will review the plan's technical merits, such as access, sidewalks, and its effect on the surrounding parcels. If you have any questions or if I may be of further assistance, please contact me at the Salem Planning Department at 745-9595, extension 311. Sincerely, Denise Sullivan Senior Planner fit of ialem, Cttssttl~I raEt#s Cog Pau FORM B APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN In accordance with the provisions of Section III-A the applicant must file, by delivery or registered mail, a Notice with the City Clerk stating the date of the submission for such determination. The no- J7 lice shall be attached to two copies of this Form B application. The notice and both copies of the appli- c cation must be"date stamped"by the City Clerk and 0 n rn then one copy of this Form B, with the Plan, filed with the Planning Board by the applicant. All rn notices and applications shall be typewritten or J neatly printed in ink. Salem, Mass., SeotembSr ___—_19--22_ To the Planning Board: The Undersigned herewith submits the accompanying Preliminary Plan of property located in the City of Salem for tentative approval as a subdivision as allowed under the Subdivision Control Law and the Rules and Regulations Governing the Subdivision of Land of the Planning Board in the City of Salem. I. Name of Subdivider Town and Country Homes Enc. Address 16 Bourbon Street,__Peabody, MA 01960 2. Name of Engineer or Surveyor___Eastern Land Surye ssoc. , Inc. (Christopher R. Mello) Address 104 Lowell Street, Peabody, MA.-01960 3. Deed of property recorded in --_ Essex County _•___��-__-__-- Registry, BookPages-35a;. 4a YO4pactively 4. Location and Description of Pro Assessor Ma�__92_ lots 84 and 85 numbered P Property: -- 11 Outlook Avenue and 23 Outlook Avenue, consisting_of 1.14 acres (Lot 84) and 14,373 t s.f. (Lot 85) , shown on the preliminary plan as lots..1 — 4 ^ __ ---------- ii -------n an extension of Scenic Way. ----- 5. All streets and abutting lot lines shall be shown on th an w the name d addresses of the Win abutting Owners. an o tr, me c. Signature of Ow er V--- --- — e W. Atkins, III, Esq. Address c/o R a1 L aarxingtoa,, 9—FR-deral-Zt- -, Salem, MA (978) 744-0350 01970 Telephone Number - _ -- ------ A list of the names and addresses of the abutters of this subdivision is attached, which shall be attested to by the survecor. Verification will be made by the Planning Board. ABUTTER LIST ASSESSOR MAP 9 LOT NAME ADDRESS 21 John E. Jemyn, Trustee 148 Marlborough Road 93 John E. Jemyn, Trustee 12 Buena Vista Ave., West 82 John E. Jemyn, Trustee 5 Outlook Avenue 83 Eugene J. Casey, Jr., at al 7 Outlook Avenue 86 Charles Angeramo 25 Outlook Avenue 87 David J. Angeramo, at al 27 Outlook Avenue 73 William A. Michaud, et al 15 Scenic Way 74 Arthur J. Charbonneau, et al 3 Scenic Way 71 William J. Gallagher, at al 3 Scenic Terrace 79 Harvard Olsen 2 Scenic Place 78 David F. Pierce, at al 4 Scenic Place 77 Cheryl E. Terry 6 Scenic Place 75 Dominic J. Ingemi, Jr., et al 9 Scenic Avenue q I � ..�� �. —� _� �.. —.-... _ _. _--- 18356 RONAN, SEGAL & HARRINGTON ATTORNEYS AT LAW DISBURSEMENT ACCOUNT 59 FEDERAL STREET 5-39/110 . SALEM, MA 01970 Se tember 29, 1999 DATE P PAY TO THE ORDER OF City of Salem OG- DOLLARS B A�Ban! oston- BankB lon.NA—6 on,M-6c to �Q FOR B-957 (Form B Appl. fee) - ------ ---v` — ------------_-----69 11'01835611' 1:0 1 1000 3901: OIL 13 11' haj • - Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD&WEED 1885 - 1972 ENVIRONMENTAL IMPACT STATEMENT FOR SCENIC WAY EXTENSION NOVEMBER, 1999 • 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 TELECOPIER. 978-531-5920 - E-MAIL. elsai@prodigy.net INTRODUCTION The following document has been prepared to accompany the filing of a Definitive Subdivision Plan for the proposed extension of Scenic Way. The document addresses all relevant topics cited in Appendix A of the Salem, Massachusetts Subdivision Regulations. The site of the proposed Subdivision is located on the easterly side of Outlook Avenue (an unimproved way) and consists of an area of 63,920 plus or minus square feet. It is proposed that the property be subdivided into four (4) single family dwelling lots, served by a new cul-de-sac to be constructed on the exten- sion of Scenic Way. The submitted plan has evolved from a Pre- liminary Plan submitted to the Salem Planning Board and for which a variance was granted by the Salem Zoning Board of Appeals with respect to lot frontage, width and area. All lots are to be served by extensions of municipal water and sewerage systems. NATURAL ENVIRONMENT AIR Potential sources of dust during the construction period (esti- mated to be twelve (12) months or less) would result from site work operations. Dust control will be practiced by means of wetting or application of calcium chloride to exposed surfaces during periods of dry weather or as otherwise required by the project characteristics. Prevailing winds are from the north- east. No incineration of refuse is proposed for the Subdivision. LAND The site, which is vacant in its existing condition, is relative- ly flat in the portion and steeply sloping in the north portion. Elevations range from 98 to 127 feet above mean sea level. The • site is underlain by exposed shallow bedrock. A wetland resource area is located on property to the northeast of the site. No percolation tests were performed on the site since it is to be served by municipal sewer. Rock removal through controlled blasting or hammering is antici- pated to be required for the utilities, a portion of the roadway and portions of the proposed lots. To the extent practicable, foundations will be raised instead of excavated for rock removal. Where foundations are excavated into the ground, perimeter drains will be installed. hr& Of the 63,920 plus or minus square feet comprising the subdivi- sion, it is expected that the following surface cover areas will result from proposed development: Proposed Dwellings: 5,400 +/- sf Proposed Road & Drives: 10,000 +/- sf Lawn areas: 40,020 +/- sf Unchanged areas: 8,500 +/- sf WATER AND WETLANDS The site has been evaluated as to Wetland Resource Areas by Sommer Environmental Technologies. The delineation of the re- source areas to the north of the site has been acknowledged by the Salem Conservation Commission. Construction of the proposed roadway and utilities is to be entirely outside of the 100 foot buffer zone. Specific protection of the interests of the Wetlands Protection • Act as applied to the various lots on site will be the matter of an appropriate filing with the Salem Conservation Commission. A summary of the effects of storm drainage facilities upon the resource areas on site is presented in a subsequent section of this report. Erosion control facilities will be installed as depicted on Sheet 3 of the Definitive Plan prior to the commencement of other activities. The erosion control will be maintained throughout construction of the subdivision. If necessary, silt dams will be placed around catch basins until permanent vegetative cover is established on the site. • ENERGY • Electric energy will be supplied to the four (4) proposed dwell- ings by the Massachusetts Electric Company. New electric, tele- phone and cable television utilities will be installed underground. It is anticipated that heat will be provided to the new homes by means of oil-fired furnaces. Storage tanks will be located in the basement of each home. No natural gas distribu- tion is proposed within the Subdivision at this time. NOISE Increased noise levels from the site will be experienced during construction of the roadway, utilities and individual dwellings. Workings hours will typically be from 7:00 AM to 5:00 PM, Monday through Saturday. • LOCAL FLORA AND FAUNA The site is lightly wooded with mixed varieties of deciduous trees and heavy underbrush. New lawns and plantings will be established on individual lots and shade tree planted in the cul- de-sac. Wildlife on site consist of small mammals and songbirds. Such species will be temporarily displaced by construction but will typically re-establish their habitats following completion of the work. There are no known rare or endangered species found on or immedi- ately adjacent to the site. . MAN-MADE ENVIRONMENT LAND USE AND ZONING The site of the proposed Scenic Way Extension is located in an R- 1 Residential Zoning District. Surrounding properties are resi- dential in character. No public open space or common areas exist on the site. The proximity of the site to area schools is pre- sented in a subsequent section of this document. DENSITY At the time of preparation of the Environmental Impact Statement, specific plans for proposed homes are not available. Projected developed characteristics are as follows, for the individual dwellings: • Type: Wood Frames on concrete foundation, two and one half stories. Number of bedrooms: three to four Ground Coverage: 1200 to 1500 square feet Parking: two spaces, minimum ZONING Present zoning designation of the site is R-1. Within the R-1 District, single family dwellings are permitted on 15,000 square foot lots having a minimum width of 100 feet. A variance was granted for lot width and area (Lots 1 - 4) by the Salem Zoning Board of Appeals in order that the proposed Subdivision result in less roadway construction and thus less total impact upon the existing neighborhood. PUBLIC FACILITIES • WATER SUPPLY, FLOW, PRESSURE AND DISTRIBUTION The four (4) proposed dwellings will be served by a 255 foot long, eight inch diameter cement lined ductile iron water main, extending from the existing water main on Scenic Way. The aver- age daily demand for work by the four dwellings is estimated to be 1760 gallons with an instantaneous peak demand of 8 gallons per minute. A fire hydrant will be constructed at the end of the proposed main in the new cul-de-sac. SANITARY SEWERAGE The four dwellings are expected to generate an average daily flow of 1760 gallons. Wastewater will be collected in a new eight inch PVC sewer and will flow westerly into the existing Scenic Way sewer thence along Scenic Avenue and Marlborough Road to the Home Street Pump Station. STORM DRAINAGE FACILITIES In the existing condition, runoff from the site flows in a north- erly direction overland, toward the resource area and drainage swale on adjacent land of Jermyn Realty Trust. The site surface is characterized by shallow to exposed bedrock. Runoff from the front of the proposed lots and the cul-de-sac will be collected into two new catch basins which will be piped to an outlet on Lot 3. A vegetated swale will be constructed from the pipe outlet to a new level spreader. • Runoff characteristics in the proposed condition are not expected • to vary appreciably from the existing condition. Lawn areas will offset any runoff increase from impervious areas, due to the existing rocky nature of the site. TRAFFIC FACILITIES The individual lots comprising the proposed Subdivision are to gain access to Marlborough Road by means of Scenic Way and Scenic Avenue. According to the publication "Trip Generation", by the Institute of Transportation Engineers, the four (4) single family homes are expected to generate a total of forty (40) vehicle trips per day. In the morning peak hour it is projected that two (2) vehicles will leave the site and three (3) vehicles will enter the site. In the afternoon peak hour, three (3) vehicles would be expected to enter the site and two (2) vehicles would leave the site. No measurable impact upon adjacent streets or traffic character- istics is expected as a result of the proposed Subdivision. Observed sight distances at the proposed intersection of Scenic Way and Scenic Avenue are in excess of 200 feet. A minimum of two off-street parking spaces will be provided on each individual dwelling lot. • 2&�A a� )13W(J1 ay J��u �'s3 � � Aire REFUSE DISPOSAL The four (4) proposed homes are expected to generate three (3) tons of household refuse annually. Collection will be by the municipal contractor. ELECTRIC POWER Electric power will be installed underground in the proposed Subdivision, in accordance with the requirements of the Massachu- setts Electric Company. GAS No natural gas piping is proposed within the Subdivision. • COMMUNITY SERVICES SCHOOLS The proposed Subdivision of Scenic Way Extension is located, as follows, relative to area schools: Facility Distance Witchcraft Heights Schools 0.7 miles Middle School West 2 miles Salem High School 1.4 miles The four (4) proposed homes would be expected to contain one school aged child. If all new homeowners were to locate in the proposed Subdivision from areas other than Salem, a total addition of four (4) students to the school population might be expected. Such an addition is not expected to result in a nega- tive impact upon the Salem School System. RECREATION No recreational facilities, public or private, exist upon the site of the Scenic Way Extension Subdivision. POLICE A typical population of four (4) persons per dwelling would be expected for the homes in the Subdivision, resulting in a total projected population of 16 persons in the Subdivision. If each residence garaged two motor vehicles, a total of eight (8) vehi- cles would be kept within the Subdivision. FIRE • A total of four (4) single family dwellings will be located within the Subdivision. It is anticipated that the new dwellings will be wood framed structures on concrete foundations with asphalt shingle roofs. As discussed in a previous section of this document, a total available fire flow in excess of 1000 gallons per minute is projected within the project Subdivision. PUBLIC WORKS The following physical characteristics for Public Works maintained facilities are proposed in connection with the Subdi- vision: Lineal Feet of Public Roadway: 165 Lineal Feet of Street Drains: 280 Lineal Feet of Sanitary Sewer: 202 Lineal Feet of Water Main: 225 HUMAN CONSIDERATIONS AESTHETICS AND VISUAL IMPACT The proposed Subdivision of Scenic Way will be in harmony with the residential character of the surrounding neighborhood. The proposed four (4) single family homes are not expected to result in any adverse effects nor interfere with views from or across the site. No portion of the site is currently available for public use, nor any public recreational or open space areas located immediately adjacent to the site. PUBLIC HEALTH No long term impacts upon public health are expected to occur as • a result of the Scenic Way Subdivision. Noise levels will in- crease during construction, but hours of such construction will be controlled to minimize disturbance of the neighbors. No measurable changes in air or water quality will result from the proposed construction. A rodent control and elimination program will be instituted by a qualified technician prior to commence- ment of any construction activities. • APPENDIX ENGINEERING CALCULATIONS SCENIC WAY EXTENSION SALEM, MASSACHUSETTS • e @gey�P�T o o� Clayton A I ' r `tr 30 JOB "l\ C EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO. OF z Christopher R. Mello PLS 104 Lowell Street CALCULATED BY DATE PEABODY, MA 01960 , (508) 531-8121 CHECKED DATE SCALE FOrk.-., +n...... '�f2r�.\..t• n P 1 Yv\P o�y o o. 4 Go�Pos,.,( , C o.SS c3 95 t2 cZc.P " N = o.o 3 S = C) 00 ce ... Ga..or)c T 2.r1� CSS ...V = SOIsS. NOTWI M I TS,kSNRl,1206I PTMMI®m Nv.Golan MST 01471 IUOMv MON(TOLL FREE I W225 Da@ 10-22 Drainage and Erosion Control • 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 1.5 ,o yF`WS s ye4g3 t1 0 z yF�s FREQUENCY (YRS. ) 9 O- .7 m .6 W .5 L U S .1 } F- z 2 W z .15 • J J LL 1 z .09 Q .08 r .07 .06 OS 04 .03 02 01 5 6 7 8 9 10 15 20 30 40 SO 60 2 3 -7-5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA • JOB `,CEMm \CVAV EASTERN LAND SURVEY ASSOCIATES, INC. SHEET No. 1 DE 4 Christopher R. Mello PLS 104 Lowell Street CALCULATED By , �� DATE PEABODY, MA 01960 �j�� _ (508) 531.8121 CHECKED DATE SCALE I. FFIc '..5�'EwESI'Gi!%o/JL.CALCU.\-p1\O.qS. ,t19, ro6W6cta"11vJ a4Uw�6S \d,.o�z �a\os� 0�� � 4 �.� = 4o•2S , So..,, 4:o Th.wslooy. PEAK �.1P. oy �oRa,�� �oyr< �EaErv�,\w Y _.-rTtIP� \Ym�O�TewJ: Z1%o tiR 1•ao`a �scWs�ou x ,4,- �.J, . _ 4 -rn \og/}.1ovn• ?\ShN5LT1*Q (�Is4 op— 3 rasps EQJA" L 15\1 PRODUCT 2W ESiOpk Shells)M II PA '1�a Ill.Gmlw Wh 01111 IUOi@i PEKE TELL FREE I OW 225 RED SINGLE FAMILY DETACHED HOUSING (210) o� Average Vehicle'Trip Ends vs: DWELLING UNITS On a: WEEKDAY TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 10.062 4.307-21.900 4.36 320 366.5 DATA PLOT AND EQUATION 200.000- 160,006- 120.000- 80.000- 40.000- 0 00,000160,000120,00080,00040.000 0 0 2,000 4,000 6,000 8,000 10,000 12,0o0 14,0oo 16,000 X = NUMBER OF DWELLING UNITS ❑ mACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 2.6 R' = 0.959 DIRECTIONAL DISTRIBUTION: Not available • Trip Generation,September 1987/institute of Transportation Engineers 257 -5 SINGLE FAMILY DETACHED HOUSING (210) Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 7 AND 9 A.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 A.M.) per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 0.754 0.333-2.271 228 239.4 DATA PLOT AND EQUATION 1.800- 1,600- 0 ,8001,600o z W 1,400 a F- 1,200 ❑ W J ❑ i 1,000- w W 800 p cc 600 p p ❑ ❑ W Q II 400- 200- 0 00 2000 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R' __ 0.885 • DIRECTIONAL DISTRIBUTION: 27% enter, 73% exit SINGLE FAMILY DETACHED HOUSING (210) �F�- Average Vehicle Trip Ends vs: DWELLING UNITS • On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 4 AND 6 P.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 P.M.)per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 1.005 0.420-2.977 250 252.0 DATA PLOT AND EQUATION 2.800- 2,400- z ,8002,400z w ;i ❑ a 2,000- _J ,000 U 1,600 ❑ z W > ❑ W 1,200- 0 ❑ cc ❑ Q 800- ' ❑ u ❑ ~ 400 : '❑ ❑ 0 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.36 R' = 0.918 DIRECTIONAL DISTRIBUTION: 63% enter, 37% exit Trip Generation, September 1987/Institute of Transportation Engineers 259 haj • Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD &WEED 1885 - 1972 ENVIRONMENTAL IMPACT STATEMENT FOR SCENIC WAY EXTENSION NOVEMBER, 1999 • 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE. 978-531-8121 TELECOPIER. 978-531-5920 E-MAILelsai@prodigy.net INTRODUCTION The following document has been prepared to accompany the filing of a Definitive Subdivision Plan for the proposed extension of Scenic Way. The document addresses all relevant topics cited in Appendix A of the Salem, Massachusetts Subdivision Regulations. The site of the proposed Subdivision is located on the easterly side of Outlook Avenue (an unimproved way) and consists of an area of 63,920 plus or minus square feet. It is proposed that the property be subdivided into four (4) single family dwelling lots, served by a new cul-de-sac to be constructed on the exten- sion of Scenic Way. The submitted plan has evolved from a Pre- liminary Plan submitted to the Salem Planning Board and for which • a variance was granted by the Salem Zoning Board of Appeals with respect to lot frontage, width and area. All lots are to be served by extensions of municipal water and sewerage systems. •��<��3c�r�� tt si��l ��u�'��» !i,3��c3�s3:a�o �.{���� NATURAL ENVIRONMENT • AIR Potential sources of dust during the construction period (esti- mated to be twelve (12) months or less) would result from site work operations. Dust control will be practiced by means of wetting or application of calcium chloride to exposed surfaces during periods of dry weather or as otherwise required by the project characteristics. Prevailing winds are from the north- east. No incineration of refuse is proposed for the Subdivision. LAND The site, which is vacant in its existing condition, is relative- ly flat in the portion and steeply sloping in the north portion. Elevations range from 98 to 127 feet above mean sea level. The . site is underlain by exposed shallow bedrock. A wetland resource area is located on property to the northeast of the site. No percolation tests were performed on the site since it is to be served by municipal sewer. Rock removal through controlled blasting or hammering is antici- pated to be required for the utilities, a portion of the roadway and portions of the proposed lots. To the extent practicable, foundations will be raised instead of excavated for rock removal. Where foundations are excavated into the ground, perimeter drains will be installed. Of the 63,920 plus or minus square feet comprising the subdivi- sion, it is expected that the following surface cover areas will • result from proposed development: Proposed Dwellings: 5,400 +/- sf Proposed Road & Drives: 10,000 +/- sf Lawn areas: 40,020 +/- sf Unchanged areas: 8,500 +/- sf WATER AND WETLANDS The site has been evaluated as to Wetland Resource Areas by Sommer Environmental Technologies. The delineation of the re- source areas to the north of the site has been acknowledged by the Salem Conservation Commission. Construction of the proposed roadway and utilities is to be entirely outside of the 100 foot buffer zone. Specific protection of the interests of the Wetlands Protection Act as applied to the various lots on site will be the matter of an appropriate filing with the Salem Conservation Commission. A summary of the effects of storm drainage facilities upon the resource areas on site is presented in a subsequent section of this report. Erosion control facilities will be installed as depicted on Sheet 3 of the Definitive Plan prior to the commencement of other activities. The erosion control will be maintained throughout construction of the subdivision. If necessary, silt dams will be placed around catch basins until permanent vegetative cover is established on the site. ENERGY • Electric energy will be supplied to the four (4) proposed dwell- ings by the Massachusetts Electric Company. New electric, tele- phone and cable television utilities will be installed underground. It is anticipated that heat will be provided to the new homes by means of oil-fired furnaces. Storage tanks will be located in the basement of each home. No natural gas distribu- tion is proposed within the Subdivision at this time. NOISE Increased noise levels from the site will be experienced during construction of the roadway, utilities and individual dwellings. Workings hours will typically be from 7:00 AM to 5:00 PM, Monday through Saturday. LOCAL FLORA AND FAUNA The site is lightly wooded with mixed varieties of deciduous trees and heavy underbrush. New lawns and plantings will be established on individual lots and shade tree planted in the cul- de-sac. Wildlife on site consist of small mauls and songbirds. Such species will be temporarily displaced by construction but will typically re-establish their habitats following completion of the work. There are no known rare or endangered species found on or immedi- ately adjacent to the site. • MAN-MADE ENVIRONMENT LAND USE AND ZONING The site of the proposed Scenic Way Extension is located in an R- 1 Residential Zoning District. Surrounding properties are resi- dential in character. No public open space or common areas exist on the site. The proximity of the site to area schools is pre- sented in a subsequent section of this document. DENSITY At the time of preparation of the Environmental Impact Statement, specific plans for proposed homes are not available. Projected developed characteristics are as follows, for the individual dwellings: Type: Wood Frames on concrete foundation, two and one half stories. Number of bedrooms: three to four Ground Coverage: 1200 to 1500 square feet Parking: two spaces, minimum ZONING Present zoning designation of the site is R-1. Within the R-1 District, single family dwellings are permitted on 15,000 square foot lots having a minimum width of 100 feet. A variance was granted for lot width and area (Lots 1 - 4) by the Salem Zoning Board of Appeals in order that the proposed Subdivision result in less roadway construction and thus less total impact upon the existing neighborhood. L (J, uU!sy��v hrtr� PUBLIC FACILITIES WATER SUPPLY, FLOW, PRESSURE AND DISTRIBUTION The four (4) proposed dwellings will be served by a 255 foot long, eight inch diameter cement lined ductile iron water main, extending from the existing water main on Scenic Way. The aver- age daily demand for work by the four dwellings is estimated to be 1760 gallons with an instantaneous peak demand of 8 gallons per minute. A fire hydrant will be constructed at the end of the proposed main in the new cul-de-sac. SANITARY SEWERAGE The four dwellings are expected to generate an average daily flow of 1760 gallons. Wastewater will be collected in a new eight inch PVC sewer and will flow westerly into the existing Scenic Way sewer thence along Scenic Avenue and Marlborough Road to the Home Street Pump Station. STORM DRAINAGE FACILITIES In the existing condition, runoff from the site flows in a north- erly direction overland, toward the resource area and drainage swale on adjacent land of Jermyn Realty Trust. The site surface is characterized by shallow to exposed bedrock. Runoff from the front of the proposed lots and the cul-de-sac will be collected into two new catch basins which will be piped to an outlet on Lot 3. A vegetated swale will be constructed from the pipe outlet to a new level spreader. Runoff characteristics in the proposed condition are not expected • to vary appreciably from the existing condition. Lawn areas will offset any runoff increase from impervious areas, due to the existing rocky nature of the site. TRAFFIC FACILITIES The individual lots comprising the proposed Subdivision are to gain access to Marlborough Road by means of Scenic Way and Scenic Avenue. According to the publication "Trip Generation", by the Institute of Transportation Engineers, the four (4) single family homes are expected to generate a total of forty (40) vehicle trips per day. In the morning peak hour it is projected that two (2) vehicles will leave the site and three (3) vehicles will enter the site. In the afternoon peak hour, three (3) vehicles would be expected to enter the site and two (2) vehicles would leave the site. No measurable impact upon adjacent streets or traffic character- istics is expected as a result of the proposed Subdivision. Observed sight distances at the proposed intersection of Scenic Way and Scenic Avenue are in excess of 200 feet. A minimum of two off-street parking spaces will be provided on each individual dwelling lot. (AA, S�ufjg\y ILJn)(31:31hgsj� In. REFUSE DISPOSAL . The four (4) proposed homes are expected to generate three (3) tons of household refuse annually. Collection will be by the municipal contractor. ELECTRIC POWER Electric power will be installed underground in the proposed Subdivision, in accordance with the requirements of the Massachu- setts Electric Company. GAS No natural gas piping is proposed within the Subdivision. • COMMUNITY SERVICES SCHOOLS The proposed Subdivision of Scenic Way Extension is located, as follows, relative to area schools: Facility Distance Witchcraft Heights Schools 0.7 miles Middle School West 2 miles Salem High School 1.4 miles The four (4) proposed homes would be expected to contain one school aged child. If all new homeowners were to locate in the proposed Subdivision from areas other than Salem, a total addition of four (4) students to the school population might be expected. Such an addition is not expected to result in a nega- tive impact upon the Salem School System. RECREATION No recreational facilities, public or private, exist upon the site of the Scenic Way Extension Subdivision. POLICE A typical population of four (4) persons per dwelling would be expected for the homes in the Subdivision, resulting in a total projected population of 16 persons in the Subdivision. If each residence garaged two motor vehicles, a total of eight (8) vehi- cles would be kept within the Subdivision. • 3f3c�! � � y]y �3U �`� G13�U 3��3�3 ` (tL FIRE • A total of four (4) single family dwellings will be located within the Subdivision. It is anticipated that the new dwellings will be wood framed structures on concrete foundations with asphalt shingle roofs. As discussed in a previous section of this document, a total available fire flow in excess of 1000 gallons per minute is projected within the project Subdivision. PUBLIC WORKS The following physical characteristics for Public Works maintained facilities are proposed in connection with the Subdi- vision: Lineal Feet of Public Roadway: 165 Lineal Feet of Street Drains: 280 Lineal Feet of Sanitary Sewer: 202 Lineal Feet of Water Main: 225 •�����3c��,� 5�J�1��1 �J[�"'/��� �J33Ui3�sf3;��� !�ril�3� HUMAN CONSIDERATIONS AESTHETICS AND VISUAL IMPACT The proposed Subdivision of Scenic Way will be in harmony with the residential character of the surrounding neighborhood. The proposed four (4) single family homes are not expected to result in any adverse effects nor interfere with views from or across the site. No portion of the site is currently available for public use, nor any public recreational or open space areas located immediately adjacent to the site. PUBLIC HEALTH No long term impacts upon public health are expected to occur as a result of the Scenic Way Subdivision. Noise levels will in- • crease during construction, but hours of such construction will be controlled to minimize disturbance of the neighbors. No measurable changes in air or water quality will result from the proposed construction. A rodent control and elimination program will be instituted by a qualified technician prior to commence- ment of any construction activities. • i����f3�a!�i� +��d �'U�y�� %�l3�ui3��s`d�:��� �{ri]�3� APPENDIX ENGINEERING CALCULATIONS SCENIC WAY EXTENSION SALEM, MASSACHUSETTS • OPp94 CIaY)on A nl v 3 -. y iC Ba�4o� �+gad �apoo� Da�oo��4oao Q000 wl\ C �P \J 1Qy EASTERN LAND SURVEY ASSOCIATES, INC. JOB SHEET NO \ OF Christopher R. Mello PLS 104 Lowell Street CALCULATED BY - +� DATE IN-\5-55 PEABODY, MA 01960 (508) 531.8121 CHECKED N�— r__� DATE Am k SCALE PROya S F>7 S [oR m 7C2rti1N' i R\dv -vaz 7 Aa A =,.o. a5 , Acne L raw n� c = o.;3 \ ',c� .A S Xc- _.... Gd v.P03'1-146 C. — o_ .47 o:e5 = IG: P . = o •SS xq.�� oFsS z..2 � s 0.00 ce CP.P�c�-c 2.r11e S . 52- _V = 3 ,Is S .EEKT'Nb1(Su SNm19N4'iP-ooO¢mc.RF,'HHou.0"?,IO D'der PHONE TLL FRET I 80(,M VMG S icc, z of 2. 10-22 T-� Drainage and Erosion Control 10.0 9.0 8.0 7.0 6.0 5.0 4.0 3.0 2.0 °qs s�ZQ1 1.5 'o yF`Ws s yFWs, FREQUENCY (YRS. ) L 1.0 iqs .9 8 a 7 N .6 (D .5 L U C 4 } F- In Z 2 W Z .15 • J J LL .1 Q .08 W .07 .06— .05-- .04 O6.05.04 .02 .02-- .01 5 6 7 8 9 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA • �CEWY 1�AV �X�1t=KS1oV EASTERN LAND SURVEY ASSOCIATES, INC. JOB SHEET NO of 4 Christopher R. Mello PLS 104 Lowell Street CALCULATED By ,1.1`f\� DATE PEABODY, MA 01960 ,fj� -- „ (508) 531-8121 CHECKED DATE SCALE ky Eil'�6E ....�lJ EHtlD��1 '.1 'm1P 66e16R�'1\D.J +1urn6S ... 10.0.Lz �R\ps� D4� 4 \�.�• = 4o. 3S S4 cLo Tc .wslooy_ PEpx �r�ncy `+'�'�,oRaw� b�OJ2 �bi.1.L�ft/�-1\aJ• C ---rS rR\rs/ov 4 -0v 3 ..-,-iz�P> /ten• �\SZ R\OvtwJ: 2"1510 oR Tz Q5 C�y 114F �ewx. �e�tKn�� _CvEu ��15 �iQ�� (36+J•bao'11aJ --mTs fOJ. X T7.J. n 4T CL IOS/"oJR• !. �\Sth\�J1gJ (a�S'lo oR— 3 T(L\p$ EU76+c Silt 6n- 1 7 n)o 51 PAOUOCI NI-I 1311gIe 50ee15�215I P+'+>bl®®N[Gmla.'Qb OIUI I1014¢i"WI0IEfFEEIM22500 SINGLE FAMILY DETACHED HOUSING (210) 01= Average Vehicle'Trip Ends vs: DWELLING UNITS On a: WEEKDAY TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 10.062 4.307-21.900 4.36 320 366.5 DATA PLOT AND EQUATION 200.000- 160.000- 0 •'_� 120.000- 0 t 80.000- 40.000- 0 0,00040,000 0 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 X = NUMBER OF DWELLING UNITS 0 ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 2.6 R' = 0.959 DIRECTIONAL DISTRIBUTION: Not available • rrip Generation,September 1987/institute lute of Transportation Engineers 257 SINGLE FAMILY DETACHED HOUSING (210) Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 7 AND 9 A.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between j 7 and 9 A.M.)per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 0.754 0.333-2.271 228 239.4 DATA PLOT AND EQUATION 1,800 cn 1,600 o ❑ • uJ w 1,400 a it w 1,200 ❑ J ❑ = 1,000 uJ w 800 CC ❑ Lu 600 ❑ ❑ ❑ ❑ Q II 400 ❑ f ❑ D 200- 0- 0 000 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Filled Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R' ,- 0.885 • DIRECTIONAL DISTRIBUTION: 27% enter, 73% exit SINGLE FAMILY DETACHED HOUSING (210) OF Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY • PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 4AND 6P.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 P.M.) per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 1.005 0.420-2.977 250 • 252.0 DATA PLOT AND EQUATION 2,800- co 2,400 z j z ❑ a 2,000 / W ❑ -I 1,600 / U W > ° W 1,200 (9 00 2 ❑ 800- F- 00 F- 400 ❑ ° 0- 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS O ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.36 Rz = 0.918 DIRECTIONAL DISTRIBUTION: 63% enter, 37% exit • Trip Generatlon, September 1987/Institute of Transportation Engineers 259 �aLTo(Dy Ln&A84o3i) Lai Professional Land Surveyors & Civil Engineers ESSEX SURVEY SERVICE 1958 - 1986 OSBORN PALMER 1911 - 1970 BRADFORD &WEED 1885 - 1972 ENVIRONMENTAL IMPACT STATEMENT FOR SCENIC WAY EXTENSION NOVEMBER, 1999 104 LOWELL STREET PEABODY, MASS. 01960 TELEPHONE: 978-531-8121 TELECOPIER: 978-531-5920 E-MAIL: elsai@prodigy.net INTRODUCTION The following document has been prepared to accompany the filing of a Definitive Subdivision Plan for the proposed extension of Scenic Way. The document addresses all relevant topics cited in Appendix A of the Salem, Massachusetts Subdivision Regulations. The site of the proposed Subdivision is located on the easterly side of Outlook Avenue (an unimproved way) and consists of an area of 63,920 plus or minus square feet. It is proposed that the property be subdivided into four (4) single family dwelling lots, served by a new cul-de-sac to be constructed on the exten- sion of Scenic Way. The submitted plan has evolved from a Pre- liminary Plan submitted to the Salem Planning Board and for which • a variance was granted by the Salem Zoning Board of Appeals with respect to lot frontage, width and area. All lots are to be served by extensions of municipal water and sewerage systems. NATURAL ENVIRONMENT AIR Potential sources of dust during the construction period (esti- mated to be twelve (12) months or less) would result from site work operations. Dust control will be practiced by means of wetting or application of calcium chloride to exposed surfaces during periods of dry weather or as otherwise required by the project characteristics. Prevailing winds are from the north- east. No incineration of refuse is proposed for the Subdivision. LAND The site, which is vacant in its existing condition, is relative- ly flat in the portion and steeply sloping in the north portion. Elevations range from 98 to 127 feet above mean sea level. The • site is underlain by exposed shallow bedrock. A wetland resource area is located on property to the northeast of the site. No percolation tests were performed on the site since it is to be served by municipal sewer. Rock removal through controlled blasting or hammering is antici- pated to be required for the utilities, a portion of the roadway and portions of the proposed lots. To the extent practicable, foundations will be raised instead of excavated for rock removal. Where foundations are excavated into the ground, perimeter drains will be installed. Of the 63,920 plus or minus square feet comprising the subdivi- sion, it is expected that the following surface cover areas will result from proposed development: Proposed Dwellings: 5,400 +/- sf Proposed Road & Drives: 10,000 +/- sf Lawn areas: 40,020 +/- sf Unchanged areas: 8,500 +/- sf WATER AND WETLANDS The site has been evaluated as to Wetland Resource Areas by Sommer Environmental Technologies. The delineation of the re- source areas to the north of the site has been acknowledged by the Salem Conservation Commission. Construction of the proposed roadway and utilities is to be entirely outside of the 100 foot buffer zone. Specific protection of the interests of the Wetlands Protection Act as applied to the various lots on site will be the matter of an appropriate filing with the Salem Conservation Commission. A summary of the effects of storm drainage facilities upon the resource areas on site is presented in a subsequent section of this report. Erosion control facilities will be installed as depicted on Sheet 3 of the Definitive Plan prior to the commencement of other activities. The erosion control will be maintained throughout construction of the subdivision. If necessary, silt dams will be placed around catch basins until permanent vegetative cover is established on the site. ENERGY • Electric energy will be supplied to the four (4) proposed dwell- ings by the Massachusetts Electric Company. New electric, tele- phone and cable television utilities will be installed underground. It is anticipated that heat will be provided to the new homes by means of oil-fired furnaces. Storage tanks will be located in the basement of each home. No natural gas distribu- tion is proposed within the Subdivision at this time. NOISE Increased noise levels from the site will be experienced during construction of the roadway, utilities and individual dwellings. Workings hours will typically be from 7:00 AM to 5:00 PM, Monday through Saturday. LOCAL FLORA AND FAUNA The site is lightly wooded with mixed varieties of deciduous trees and heavy underbrush. New lawns and plantings will be established on individual lots and shade tree planted in the cul- de-sac. Wildlife on site consist of small mammals and songbirds. Such species will be temporarily displaced by construction but will typically re-establish their habitats following completion of the work. There are no known rare or endangered species found on or immedi- ately adjacent to the site. MAN-MADE ENVIRONMENT LAND USE AND ZONING The site of the proposed Scenic Way Extension is located in an R- 1 Residential Zoning District. Surrounding properties are resi- dential in character. No public open space or common areas exist on the site. The proximity of the site to area schools is pre- sented in a subsequent section of this document. DENSITY At the time of preparation of the Environmental Impact Statement, specific plans for proposed homes are not available. Projected developed characteristics are as follows, for the individual dwellings: Type: Wood Frames on concrete foundation, two and one half stories. Number of bedrooms: three to four Ground Coverage: 1200 to 1500 square feet Parking: two spaces, minimum ZONING Present zoning designation of the site is R-1. Within the R-1 District, single family dwellings are permitted on 15,000 square foot lots having a minimum width of 100 feet. A variance was granted for lot width and area (Lots 1 - 4) by the Salem Zoning Board of Appeals in order that the proposed Subdivision result in less roadway construction and thus less total impact upon the existing neighborhood. Lljsmd �uc3IA&sj, h(,t PUBLIC FACILITIES . WATER SUPPLY, FLOW, PRESSURE AND DISTRIBUTION The four (4) proposed dwellings will be served by a 255 foot long, eight inch diameter cement lined ductile iron water main, extending from the existing water main on Scenic Way. The aver- age daily demand for work by the four dwellings is estimated to be 1760 gallons with an instantaneous peak demand of 8 gallons per minute. A fire hydrant will be constructed at the end of the proposed main in the new cul-de-sac. SANITARY SEWERAGE The four dwellings are expected to generate an average daily flow of 1760 gallons. Wastewater will be collected in a new eight inch PVC sewer and will flow westerly into the existing Scenic • Way sewer thence along Scenic Avenue and Marlborough Road to the Home Street Pump Station. STORM DRAINAGE FACILITIES In the existing condition, runoff from the site flows in a north- erly direction overland, toward the resource area and drainage Swale on adjacent land of Jermyn Realty Trust. The site surface is characterized by shallow to exposed bedrock. Runoff from the front of the proposed lots and the cul-de-sac will be collected into two new catch basins which will be piped to an outlet on Lot 3. A vegetated swale will be constructed from the pipe outlet to a new level spreader. +sdld �'Mnv h(tt Runoff characteristics in the proposed condition are not expected to vary appreciably from the existing condition. Lawn areas will offset any runoff increase from impervious areas, due to the existing rocky nature of the site. TRAFFIC FACILITIES The individual lots comprising the proposed Subdivision are to gain access to Marlborough Road by means of Scenic Way and Scenic Avenue. According to the publication "Trip Generation", by the Institute of Transportation Engineers, the four (4) single family homes are expected to generate a total of forty (40) vehicle trips per day. In the morning peak hour it is projected that two (2) vehicles will leave the site and three (3) vehicles will enter the site. In the afternoon peak hour, three (3) vehicles would be expected to enter the site and two (2) vehicles would leave the site. No measurable impact upon adjacent streets or traffic character- istics is expected as a result of the proposed Subdivision. Observed sight distances at the proposed intersection of Scenic Way and Scenic Avenue are in excess of 200 feet. A minimum of two off-street parking spaces will be provided on each individual dwelling lot. REFUSE DISPOSAL The four (4) proposed homes are expected to generate three (3) tons of household refuse annually. Collection will be by the municipal contractor. ELECTRIC POWER Electric power will be installed underground in the proposed Subdivision, in accordance with the requirements of the Massachu- setts Electric Company. GAS No natural gas piping is proposed within the Subdivision. COMMUNITY SERVICES • I SCHOOLS The proposed Subdivision of Scenic Way Extension is located, as follows, relative to area schools: Facility Distance Witchcraft Heights Schools 0.7 miles Middle School West 2 miles Salem High School 1.4 miles The four (4) proposed homes would be expected to contain one school aged child. If all new homeowners were to locate in the proposed Subdivision from areas other than Salem, a total addition of four (4) students to the school population might be expected. Such an addition is not expected to result in a nega- • tive impact upon the Salem School System. RECREATION No recreational facilities, public or private, exist upon the site of the Scenic Way Extension Subdivision. POLICE A typical population of four (4) persons per dwelling would be expected for the homes in the Subdivision, resulting in a total projected population of 16 persons in the Subdivision. If each residence garaged two motor vehicles, a total of eight (8) vehi- cles would be kept within the Subdivision. FIRE A total of four (4) single family dwellings will be located within the Subdivision. It is anticipated that the new dwellings will be wood framed structures on concrete foundations with asphalt shingle roofs. As discussed in a previous section of this document, a total available fire flow in excess of 1000 gallons per minute is projected within the project Subdivision. PUBLIC WORKS The following physical characteristics for Public Works maintained facilities are proposed in connection with the Subdi- vision: • Lineal Feet of Public Roadway: 165 Lineal Feet of Street Drains: 280 Lineal Feet of Sanitary Sewer: 202 Lineal Feet of Water Main: 225 •1�,J��3�!�1l 131"� uUf�`5�)� �1�3�uc��s�3���� �!i��3� HUMAN CONSIDERATIONS AESTHETICS AND VISUAL IMPACT The proposed Subdivision of Scenic Way will be in harmony with the residential character of the surrounding neighborhood. The proposed four (4) single family homes are not expected to result in any adverse effects nor interfere with views from or across the site. No portion of the site is currently available for public use, nor any public recreational or open space areas located immediately adjacent to the site. PUBLIC HEALTH No long term impacts upon public health are expected to occur as • a result of the Scenic Way Subdivision. Noise levels will in- crease during construction, but hours of such construction will be controlled to minimize disturbance of the neighbors. No measurable changes in air or water quality will result from the proposed construction. A rodent control and elimination program will be instituted by a qualified technician prior to commence- ment of any construction activities. APPENDIX ENGINEERING CALCULATIONS SCENIC WAY EXTENSION SALEM, MASSACHUSETTS 4 t$" Clayton A F L U m! 3 R'�ft�v tv� JOB w„ c �P %aQ EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO OF z Christopher R. Mello PLS 104 Lowell Street CALCULATED BY DATE PEABODY, MA 01960 (508) 531-8121 CHECKED --- DATE SCALE cccc� p'JS ,.__. Fort - 1. )2n Po„SEl� S'io(trv� 7Rr�aw• r( c - a.4� _o..°1 + o..4S x...0 .3 = o..S6 0.65 v1\ .. \2 2cR...........” �1 .. = 0.013. S = 0:.00 ce..... 2.r) tocsS e- \4 , PAHMICI 2W Eske 6NMsI n 1(PafON 0®Iss,was Mass 01471 EoH1E1f PHONE TOLLFREE 1 W 2b FLLU 10-22 t' Drainage and Erosion Control 10.0 • 9.0 8.0 7.0 6.0 5.0 4.0 3.0 'Po y s y 4qs, F L 1 0 z yFq�s FREQUENCY (YRS. ) 9 s CL .7 n .6 L 5 V .4 z 2 w z .15 • J J LL 1 z .09 Q .OB � .07 .06 .05 .04 .03 .02 .01 5 6 7 8 9 10 15 20 30 40 50 60 2 3 4 5 6 8 10 12 18 24 (MINUTES) DURATION (HOURS) Figure 10-4. Intensity — Duration — Frequency Curve for Boston, MA • JOB CEM'C -A-I (=KS\O"1 EASTERN LAND SURVEY ASSOCIATES, INC. SHEET NO, OF 4 Christopher R. Mello PLS 104 Lowell Street CALCULATED BY -1 N DATE PEABODY, MA 01960 (508) 531.8121 CHECKED R�//� DATE SCALE Rveno6E 19 ro6�16R^ loJ _ �}tN16S �a4o•3ST,:wslaoy - ` ..... PEAK WrxcoAin r �otial� b�o�2 �6aErinl�oa• O . K4l TTc\Ps�nu A...� � 3 _ re�P� /.�n• 21 OIL ?6Poo- WbEK.D7� ,...,CYEwt 1�J5 AA"\j • ...... 1.00 7-n T,SIQJ x .4- '�J-J• n.. _4T RIO S {-IOJR• ot+— 3 CUPS EU 16+t 5\lr RODUCNW-y9nWa5neets)2 sI(PmamiOmIn..@slalMiss a1ni_Iu014er NCi4f mLLFREE I W225 WD SINGLE FAMILY DETACHED HOUSING (210) 0r Average Vehicle*Trip Ends vs: DWELLING UNITS On a: WEEKDAY TRIP GENERATION RATES Average Weekday Vehicle Trip Ends per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studles Dwelling Units 10.062 4.307-21.900 4.36 320 366.5 DATA PLOT AND EQUATION 200,000 :i 160,000 • 120,000 ❑ ❑ . < 80.000- 40.000- 0 0.00040.000 0 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 X = NUMBER OF DWELLING UNITS O ACTUACDATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 2.6 Rz = 0.959 DIRECTIONAL DISTRIBUTION: Not available • Trip Generation,September 1987/institute of Transportation Engineers 257 3 oF- Q SINGLE FAMILY DETACHED HOUSING (210) Average Vehicle Trip Ends vs: DWELLING UNITS On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 7 AND 9 A.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 A.M.)per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rate Rates Deviation Studies Dwelling Units 0.754 0.333-2.271 228 239.4 DATA PLOT AND EQUATION F1,800 Wizn� 1,6001.400- a. 1,200 ° w ' J ❑ = 1.000 W W 800 ❑ 0 Q ❑ w 600 ❑ ❑ ❑ Q II 400- - 00 ❑ 013 200- 0- 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R' _= 0.885 SDIRECTIONAL DISTRIBUTION: 27% enter, 73% exit SINGLE FAMILY DETACHED HOUSING (210) OP Average Vehicle Trip Ends vs: DWELLING UNITS • On a: WEEKDAY PEAK HOUR OF ADJACENT STREET TRAFFIC, ONE HOUR BETWEEN 4 AND 6 P.M. TRIP GENERATION RATES Average Vehicle Trip Ends (Weekday—Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 P.M.)per Dwelling Unit Average Range of Standard Number of Average Number of Trip Rale Rates Deviation Studies Dwelling Units 1.005 0.420-2.977 250 252.0 DATA PLOT AND EQUATION 2.800- 0) 2.400- 0 ❑ a. 2,000 / ¢ / I— v 1,600 ❑ / x W > ❑ ,200Q W 1.200- (9 ❑❑ CC ❑ 800 ❑ n ❑ ~ 400 ❑ ❑ 0- 0 400 800 1,200 1,600 2,000 2,400 2,800 X = NUMBER OF DWELLING UNITS ❑ ACTUAL DATA POINTS FITTED CURVE Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.36 Rz = 0.918 DIRECTIONAL DISTRIBUTION: 63% enter, 37% exit We Generation, September 1987/In3titute of Trenaportatlon Englneers 259 _+•.r+Tev7w•+R'i': '.^JCFT-'r•Ti.r -.r-•_.a -.-a-. c Y• .-w.. ... f• `y+.r -...--c`.-.-r..z-w..c.'S-I-T-`r<s-ar. 2^-qf' rS-..-Asrr. -."'R•v-<^r.+'+x 1'—.. l>t'R'cTC "ar^ .r . _ �.. -__.-._ � . . 'l^�- —, m - _. T -. -�-^�5_. • _ . _ ^.__._ _ _-_- — __ - ... .. m. r.. • .. • O\ \g\ o CASEY ,20 90 MIN / LOT 1 \ \� �\ \\ JE �6 o r 'z7. GALLAGHER 1 y \ \ \ \ ,REAL TY 0� \ \ .4 ` •°v° \ \ \ \ \ \ \ TRUST \ `' S `9 ' 5 - DWaL I 0. \ o MIUD_ CH,4RBONNEAU NG Pool / \ 1 1 \ \ \ \ \\\ \ \ \ \ \ ss s Imp \ \ \ �. 90 by • LOT 3 -\ \ No. i No. 3 LS6# \ 1 i \ \ \ \ \ \ \ \\ 1 6��0°c, '�� 0 h 15,010 SF. y°o 1:Z.3 r L \ l ► ` \ \\ \ \ f JERMYIV 5 6� LOT 2 �. SCEN C WAY, � � � ,�.�� _ � , � ,-� \ \\ � \ \ ► � 151010± sF. o o - � I � I \s \ \ REALTY g , ,? \\ \ I TRUST ,� —s -e.o_ sMH 9• , , �J , , / LOTS 2 \ 1 \ \ 1 �� �, �� of �j � LOT 1 ,62 �� 10• i X59 J 1 \ \ \� \ 1, I 129600± SF. D \ \\ 2 LOT 4 jT ' POOL \W (off / I \ \ \\ \ �► a; \ "s• Q I \\ \ S 4 I ( \Z . \ ' �� , N° , - �� \ \\ sem. •��, �_ o ROADWAY ' \ 13 , 200- SF. — I \\ \ \\ c zo o EXTENSION to \ EUGENE J. JR. & � `ol I . I I I �-- 2, / \ \\\ J a 8000 SF. J DENOTES LOT WIDT W ,� Y r \ /=r; \ ->9 I / '-�� \\\ \\ \\. JUD/TH A. CASEY ,� f H LOT 3 \ I �--- (TYPICAL) I \ rr �9 INGEMI � I \ L�s� � � \� g \ , 1 OLSEN ) / ��\ 87.43 180 Q w \ \ X \ N 28'48'44" W 381.04 Z l DWELLING Y — D (� `yh " 1 EDGE OF OUTLOOK AVE VI J f (TYPICAL) Q �� f ( WOODS Q; Ng. ` i22y / 40' WIDE V ( ARTHUR J. HOWARD N. DAVID F. & CHERYL E. TERRY Q ( I � GiD \ O o � 8 9 A & Q OLSEN MARY J P/ERCEP/ERCE ` WILLIAM J. & MARY T. (1. CHERYL A. CHARBONNEAU _o APRIL D AVAGLIA LOT 4 G� GALLAGHER V 3 sMH P� �, 0 r - - J /2? 12 O Z 0 V; S (Do ro 8 \ 9 `r NNN ' V V ` \ TERRYIt ,?6 i D "AVAGL.IA ZONING EVALUATION ITEM MINIMAX. LOT 1 LOT 2 LOT 3 LOT 4 y: LOT AREA 15,000 SF. 12,600± SF. # 15,010: SF. 15,010± SF. 13,200± SF. 130 LOT WIDTH 100 FT. 66± FT. # 62± FT. # 78: FT. # 69f FT. # # DENOTES VARIANCE REQUESTED FRONT YARD 15 FT. SIDE YARD 10 FT. EXISTING - REAR YARD 30 FT. ' CENTERLINE END EXISTING LOT 1 - LOT 4 AND THE ROADWAY EXTENSION ARE A DIVISION OF LOT 438 - 442 SHOWN .PAVEMENT ON A PLAN BY T. A. APPLETON OF WEST END HEIGHTS DATED NOVEMBER 1928, RECORDED PROPOSED AS PLAN BOOK 55 PLAN 41. CENTERLINE 120 RECORD OWNER: LOT 438 (ASSR'S. PCL. 85) CATHERINE PIRRO DEED BOOK 3016 PAGE 353 LOT 439-442 (ASS RD PCL. 84) JOHN F. MILO DEED BOOK 6557 PAGE 403 WATER MAIN c -- -.- - L E G E N D N O T E S 8PRop EXISTING SEWER SM I2- PRELIMINARY SUBDIVISION PLAN f 8 q/N 0 SMH EXISTING SEWER MANHOLE ZONING DISTRICT R1 SINGLE RESIDENCE r pDMH EXISTING DRAIN MANHOLE ASSESSORS MAP 9 PARCELS 84 & 85 LO A E. EXISTING CATCH BASIN PLAN REFERENCE: PLAN BOOK 55 PLAN 41 110 EXISTING HYDRANT CU EXISTING WATER GATE SALEM , MASSACHUSETTS � �► � ri v 'n N -- 100 EXISTING CONTOUR Prepared For Prepared By. 100.00 EXISTING SPOT GRADE Town and Country Homes, Ina Eastern Land Survey Assoc, Inc. , – – UTILITY POLE 16 Bourbon St. Christopher R. Mello P.L.S - -o- ,., o ?z - - - RETAINING WALL i _ y Peabody Mass. 01960 co o Peabody, MA 01960 104 Lowell St, , t + N ti M M CD co o ~ STONE WALL ?o� (9 78) 531-8121 0 .9 — cu 0 CURB , o qe r a zN — 0D � rn a N x x FENCE a w `` �`� SCALE I— — cn = — E HORIZONTAL n ALTAL 1 = 4� . - Z c~n °� VER Loc — © SMH PROPOSED SEWS n. .,, _ ;a�sTq^fc wcn °v° a cr z N R MANHOLE Cr 100 ® DMH PROPOSED DRAIN MANHOLE PROPOSED CATCH BASIN 4 _ f 0 20 40 ..,� . ' '"E rt PROPOSED HYDRANT j 7+0 8+0 9+0 10+0 11+0 12+0 PROPOSED WATER GATE Tq DATE 100 PROPOSED CONTOUR AUGUST 9, 1999 Christopher R. Mello PROFILE 100X0 Prk- PLS 31317 PROPOSED SPOT GRADE REVISIONS F 11494 LOCUS MAP SHEET 1 OF 1 yr A - i -