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8403_SITE PLAN - WHITE WATER FAMILY RIDE - SIX FLAGS Syo 3 �r�e �l � h I�,;I� wV� �M,yR,k , S'� x F1ac�S 0 MEMO To Punning Board From: Sgt. Richard NILES, Safety Officer Subjects Site Plan -"{`White Water Family Ride's- Sig Flags New England Date. 11/30/2005 Based upon the information provided, the proposed project would have little to no adverse effects on pedestrian,bicycle, and or motor vehicle traffic safety; Respectfully Submitted Sgt. Richard NAILES Safety Officer, Agawam Police Department NOV 3 0 2005 LA N N I k!G "D �� (y� - T©WN OF AG AM 36MAINSTREET' AGAWA.t' ,;MA 0100 Y x' iii 1 6. C DECISION OF BOARD OF APPEALS D m r , "3 E Petition of. Six Flags New England cfi a Premises affected: 1623 Main Street Date: January 9, 2006 Case : 1747 _ The Agawam Board of'Appeals conducted a public hearing and meeting on January 9„ 2006, at the Library Conference Room, Agawam Public Library, 750 Cooper Street, Agawam, MA, for all parties interested in the appeal of Sic Flags New England, which is seeking a Special Permit in accordance with Section. 180-49 of the'Zoning Ordinances to allow for the construction of a new amusement ride "The White Water Family Ride" which would exceed the height requirement at the premises identified as 1623 Main Street... After the public hearing, and after a thorough review of the facts presented, the Agawam.Board' of Appeals made the fallowing findings: 1. The subject property is located in an area of Town zoned Business B.. . Six Flags New England is an established amusement park which has been in continuous operation at this location for over 70 years: 3.. The proposed new amusement ride, entitled "The White Water Family Ride", to be located in the southerly section of the park, will have an approximate height of fifty' -nine 9t feet. 4. Section 180-49 of the Town of Agawam's Zoning Ordinances states that"business structures may be erected or altered by Special Permit to a height in excess of three 3) stories or more than forty-five `5)when the business structure constitutes part of an amusement park": S. The petitioner has received site plan approval from the Ton's Planning,Board. 6 Several residents spike both in favor of, and in opposition to this petition. The concern mentioned most often was noise pollution. 7 Six Flags New England conducted a noise study in hate August, early September of 2005. The results were within the standards set forth by the Department of Environmental Protection, 8. The Board has found that this specific site is an appropriate location for such a use: 9; The Board has found that the use as developed will not adversely affect the health, safety or property value of the neighborhood,. 10. The Board has found that there will be no nuisance or potential hazard to vehicle or pedestrian safety. It. The Board has found that there will be adequate and appropriate facilities and controls providing for the proper and safe operation of the proposed use. Town of Aogawam' �4 �r 36 Main Street Agawam, Massachusetts 01001-18 7 Tel. -7 - Fax t - ' December 19, 2005 -T- Mark Kane Vice President/General Manager22 Six Flags New England P.O. Box 307' Agawam, MA 01001-0307' Dear Mr. Kane:: At its duly called meeting held on December 15, 2005, the Agawam Planning Board voted to approve the Site Plan entitled "Six Flags New England White Water Family Ride' prepared by Vanasse Hangen Brustlin, Inc. and dated October 26,2005 with the following conditions: 1. All comments contained by the Agawam Fire Department dated November 30,2005 and attached must be addressed.' 2. A Special Permit from the Agawam Board of Appeals must be obtained., If you have any questions, please do not hesitate to contact the Planning Office at 786-0400, extension 283. Sincerely, Travis Ward,Acting Chairman Agawam Planning Board cc Clerk Engineering: Fire Board of Appeals: Building File AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: December 8, 12005 DATE RECEIVED: November 23, 2005 DISTRIBUTION DATE: Nov. 25, 2005 PLANNING BOARD MEETING DATE: December 15, 2005 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Same Address: Same Telephone: 786-9300, ext. 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: 505 East Columbus Avenue, Springfield. MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: V = 20' Date: Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Construction of a new water ride in area occupied by the "Poland Spring Plunge" an outdated ride. Site Plan Review Page 2 Description of Site: Site presently Poland Spring Plunge. After completion of construction there will be a 10.5% reduction of impervious area. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: See Engineering comments. Public Utilities: Unchanged. Landscaping/Screening and Buffers: OX Sign Location: Unchanged. Exterior Lighting: OX Rendering or Elevations: O.K. Dumpster Location: N. A. Other Comments or Concerns: AGAWAM PLANNING BOARD t Form Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to; Agawam Planning Board Office of Planning and.Community Development 6 Main Street Agawam,MA 01001 t Name of Business Six Flags New En land Address 1 23 Main Street Agawam,MA 01001 2. Name of Applicant/Owner Six Flags New England Address 1623 Main Street,Agawam,MA 01101 Telephone (41 )786-9300,ext.3202 .. Dame of Engineer/Architect Vanasse Na.ngen Bnvstlin, Inc. Address 505 East Columbus Avenue S rin field MA 01105 Telephone (413)747-7113 4. Please give a brief description of the proposed project: See attached Project Narrative .Revised 1:1/0/0 "w3 0 t Six Flags New England ` ' .. t ' rr' Description of Proposed Project in connection with Application for Site Plan Approval and Special Permit White-water Family Ride Six Flags New England("Six Flags")is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Agawam Planning Board and Special Permit from Zoning Board of Appeals;The Applicant is requesting permission to modify a previously developed area to construct in its place a new amusement ride known as the"'white Water Family Ride".The proposed ride height is approximately 59-feet, which is over the zoning height limitation of 5-feet for a Business Zone.Included is the application For a special permit.The attached set of site plans provide details of the proposed site improvements, which are generally described as follows: 1) Demolition to remove existing pavement areas,therned buildings,and the Log Flume Ride within the project work limit 2) Earthworks operations to re-contour the work area to create water quality swale and re-define stormwater collection locations Construction of a new stormwater collection system, with new deep sump,hooded outlet catchasins, drainage trains and manholes 4) Construction of the new amusement ride,with new queue lines, loading/unloading platform, and a new ADA accessible entrances and exits. y Modification of existing electrical and communication distribution systems b) Restoration of disturbed areas,including construction of seating areas, loam and seeding. The work specified above is not located within resource areas regulated by the Massachusetts Wetlands Protection Act; The area that is identified for this ride installation is currently utilized as the"Poland Spring Plunge".The area. is predominately covered with impervious material,such as paving and buildings,and the associated water tanks for the existing ride.The existing ride will be demolished and removed"to accommodate the proposed ride. The Town of Agawam requires submittal of a Storm Discharge hermit for development sites of an area I-acre or larger. Encompassing this proposed development area by a;limit of work line,the actual project area equates to 75,746 square feet.As such,a completed Stormwater Discharge Permit Application accompanies;this submittal. The redevelopment of this area increases the amount of pervious coverage from approximately 32 to 9 .This increase in lawn area will provide a reduction in stormwater peak runoff and volume date to infiltration capabilities of the grassed surface. Additionally,a water quality swale has been constructed between this ride and the adjacent Water Park to intercept stormwater sheet flowing across a slope area; This new ride is being proposed for two reasons.The existing."Poland Spring Plunge"is an outdated ride and the proposed"Family Coaster"provides a comparable and safer update to this area.The second reason for the proposed construction is to help maintain park attendance.The addition of this ride is not anticipated to increase average daily trip generation on the local roadway network.This phenomenon has been cited on previous rides permitted through the Town of Agawam,and yearly traffic study numbers submitted to the town have proved that the replacement amusement attractions such as this do not increase traffic but help to maintain current levels. For the reasons cited above,we respectfully request review of the attached application by the Agawam Planning.. Board and Zoning Board of Appeals and seek approval for the construction of this new"Family Coaster"for completion prior to the start of the 2006 operating season. FAGAWIVI FIREENT 900MAIN STREET 0 AGAWAM,MA 61001 TELEPHONE 413) 786-0657 FAX 413 86-1241 �• h`° David A. Pisano Chief of Department ' ► ll Stephen M. Martin Deputy Chief FIRES Michael R.Mercad ante Fire Inspector MEMO 11/30/05 , TO: PLANNING BOARD "WHITE WATER E",& 11SKYSWATTERRUDE" Deaf` Sirs; After careful review of the plans and discussions with Park Officials this office is"satisfied"that the needs of the Fire Department will be met. These specific-needs are, access to, and around, the rides as referenced in N. F. P.'A. Chapter 1141. FIRE INSPECTOR MICHAEL R. MERCADANTE 11V ID BOARD T a(9gwt)is a Mx and w=sft s=w6V ofwaft med'6UfiFV Wtkh wexo amurdered an the flay ar days in the wporL T (Rqmwt)may be copW bw NOT ALIRRM ICY AM WAY CDR OY ANY 0M-9SI,MS--Pp M.O:L.Put M T#4le I.Cbspttr 268.tee.6A-"Whotw,being an o$1 orempbyre of fAm Coemonw alrl4 or of anypolftteal subdlvtrlon lhewf in the erlu•,re of hts gfwlal A--asetp—files arp Wish-mr}*jW—wltten report,iWautes or statement knowing the saw to Eye,o sr to a marerial manner,SHALL 8& PUSESHED bare ne ofnot mmw rhrar(SI )DOLLARS md or IMMISONMENTduonotmzmvrhzw ONEVLA a Town of Agawam 36 Main Street Agawam, Massachusetts 01 01-1 37 'Tel. 413-786-0400 Fax413-786-9927 MEMO TO Engineering Dept., PoliceDept., Fire Dept.. FROM: Planning Board SUBJECT: Site Plan - "White Water Family fide" - Six Flags Ncw England DATE`: November 25, 2005 Please review and comment on the attached Site Plan for the proposed "White Water Family Ride" at Six Flags New England prior to the Beard's December I"meeting. Thank you, DSD:pr 0 F TOWN OF AGAWAM INTEROFFICE MEMORANDUM T 0 To: Planning,Board of Appeals, John Furman - VHB CC: J.P. Stone—; PW Supt.,File From: Engineering Date.- December 1, 2005 Subject: SP-306: 05-06 White Water Family Ride—Six Flags New England Per your request dated November 25, 2005,we have reviewed the site plan entitled,"Six Flags New England White Water Family Ride Site Plan— 1623 Main Street, Agawam,MA; Prepared by: Vanasse Hangen Brustlin, Inc.; Scale 1"=20'; Dated: 11/4/05" . There are no comments to be addressed by the project proponent. The proposed impervious area is less than the existing impervious area within the project limits. This proposal complies with the Town's drainage requirements. If you have any questions, please do not hesitate to contact our division. Sincerely, Borg nne J. Ho ian, E. o, ° ngjncer EIVED DEC, 0 5, 2005 , lt►Q� TOWN Or, AGA WAM 3 6 MALN STREET AGA , MA 01001 BOARD OF APPEALS �+ MEMO Date: November 22, 2005 To: Building Dept. Planning Board Conservation Commission DPW Fire Dept, Police Dept Assessor Engineering [kept. Health Dept. From: Board of Appeals Subject: Six Flags New England#1746 Six Flags New England #1747 Please be advised that the Agawam Board of Appeals is in receipt of two new applications;. Case #1746 (6:30) Seeking a.Special Permit in accordance with Section 180-49 of the Zoning Ordinances to allow for the construction of a new amusement ride the Skyswatter which would exceed the height requirement at the premises identified as 1623 Main Street. Case#1747 (7:00) Seeking a,Special Permit in accordance with Section 18 -4 of the Zoning Ordinances,to allow for the construction of a new amusement ride the 'White Water Family Ride which would exceed the height requirement at the premises identified as 1623 Main Street. The Agawam Board of'Appeals hearing date is scheduled for Monday, January 9, 2006, starting at 6:30 P:M_ and will be held at the Library Conference Room, Agawam Public Library, 750 Cooper Street, Agawam, MA. Plans are in the Board of Appeals office for your review,comments, and any recommendations you may have, so we can consider these recommendations and comments in our final decision. If no comments and or recommendations are received within thirty-five (3 ) days from the above referenced date, we will assume there is no opposition. Sincerely; Doreen Prouty Chairperson 1P1b 0"CEI% Irm"ft c:; 5 Board'Members NOV 2 2 2005 Town Council Town Solicitor CONSERVATION .Mayor COMMISSION Copies of the "White Water Family RaftRide" Stormwater Management deport Agawam,bix Flags iNew England White Water Family Ride Massachusetts Prepared for =/Six Fla s New En land Pg Agawam, Massachusetts Prepared by WMNanasse Hangen Brustlin, Inc. Springfield, Massachusetts Novembe2005r NV 2v PLANNING BOAQ Vanas a 14an en Brustlin,Inc. Table of Contents Project Summary....... ........ . .......... ......... .......... .........,. .................... ... w .........2 Existing Conditions...... ...... .......... Proposed Conditions....... .. .......... ......... . ........ .............. ..... ....... ........... ..........8 Hydrologic Analysis .......... ... .1 Summary......... ........ ......... ......... ......... ......... ............. ...............................,.......12 List of Figures Figure 1:Site Location Map Figure 2:Existing Conditions Drainage Areas Figure :Proposed Conditions Drainage Areas Figure 4:Soils Map List of Tables Table 1:Existing Soil Groups Table 2:Existing Conditions-Pdrviousttmpervious Surfaces Table : Existing Conditions Hydrologic Data Table :Proposed Conditions-Pervious/Impervious Surfaces Table 6:Proposed Conditions hydrologic Data Table 6:Peak Discharge Rates Appendices Appendix A:Floodplain Information Appendix S:MRCS Soils Information Appendix C:Hydrologic Analyses Appendix D:Erosion and Sediment Control Plan C: t ocurraents area Settings\e etle\l:ocal Settingswemp rrar Internet Fires\OLK85\Drainage Report ViNte Water.doc I i Table of Contents Vanasse Hanger Brusttit Inc. Project Summary This Stormwater Management Report was prepared for Premier Parks regarding proposed improvements to their existing amusement park,Six Flags New England, located at 162; Main Street,Route 159,in Agawam, Hampden County, Massachusetts. This stormwater management report analyzes the project and summarizes project impacts to the downstream watershed area. As per previous agreements made between Six Flags and the Town of Agawam Engineering Department, this analysis provides a comparative look at only the area located within the Project Limit of Work. The proposed improvements will include the construction of a new"White Water Family Ride",with associated queue lines,new loading platform and new power sited. The proposed ride will be built between the gave pool and the Ferris Wheel.: The area for this project is currently developed,and is utilized by the "Polar Springs" water ride. The existing area is approximately 70%+covered with impervious material. Hydrocad model,using T -20 methodology;was developed to evaluate the existing and proposed drainage conditions on the Site. The results of the analyses :indicate that there is a decrease in peak discharge rates between the pre-and post- development conditions for the 2,`10,and 100 year storm events. The pre-and post- development peak discharge values are presented in Table 6 at the end of this report. This stormwater management report provides an analysis of the existing and proposed stormwater management systems and describes how the proposed stormwater management system will improve the stormwater quality and control the stormwater quantity. t i CADocuments and Settin s\emetle\vocal Settiogs\Ternporary Internet'Files\OLK85\Drainage Report White Watmdoc 2 Introduction PM9621 AftadftPManmisc% 1-:Site Location Mgg.dwq P U }5. 7 •-fir'', Y= �P� a' 8 i,° M 1{ .L •.i .y♦ m k@, Py,Y"'))r{ C' 111 P� ff ....,,.. "W. __� ° � P e +`°..a �". ° �_ P W llfJP h« � ++� c ' .. •t.ua lr A.r +i � I • tit t1 It y P`W.9--Z r► iauth Str,eet w s'.✓l ««" • � 1 110 e1 '.... f ST Jj 44 ff P /f t1 a • w r • tt` q V � j w , « ° .p a •` f «r ii P , " T -� ,-""— 'ram-«.� _.�. p .�.�.�,� `• . 9r UAMAcil UsF, r 1U ryT�. ,yy 1L/i r Pj am , .85 n s' Otis ti Ir PVos Site Location Map Figure I White Water Family Ride October 200 Six Flags New England N.T . 1623 Main Street(Route 159) Agawam,Massachusetts anasse r-ja n Brus i ate 11.�n,Inc, Existing2 ondi ion Six Flags New England is a±1 fl-acre amusement hark with numerous rides and attractions. The Park is owned by Premier Parks and Stuart Amusement Company and is located on 1623 Main Street,Route 159,in Agawam,Massachusetts. The area of the ark that will be considered the project area for the construction of P � 9 the White Water Family Ride is a 75,746 square foot area located on the southern developed portion of the amusement park and is shown as the"Limit of Work"on the attached plans. Currently, the Site consists of the "Polar Springs"water ride, and is located between the "Wave fool"and the Ferris Wheel ride, e topography in this area is generally sloped from west to east. The existing surfaces within the project work limit are predominately impervious including pavement"water tank and building. There are a few areas of landscaping within the project work limit. There are no resource areas regulated by the Massachusetts't Welland Protection tact located within the project area. The entire subject Site is located within Zone C as shown on the Town of Agawam Flood Insurance Map,Community Panel number 250133€002,A,effective February 1, 1978 included in Appendix A. The 100-year flood elevation for this area is elevation 57. The work area is located above this elevation,and all proposed work is located outside of the'100-year flood plain. As a result, this project has no impact to the existing 100-year flood plain. CADocurnents and Settings\ernetle\Local Settinp\Ternporary Internet Files\QLKB5\Drainage Report White Water.doc l 4 Existing Conditions Vanasse flangen Brustlin,Inc, The entire Site area ties within hydrologic soil group C. Table 1 provides a summary of soils found within the boundaries of the Site. Additional Soils information obtained from the Hampden County Soil Survey is included in Appendix B. Table 1 Existi!lg Stall Groups, Map Symbol Soil Name Hydrologic Soil Group MmB Montauk fine sandy loam,3 to 8 percent C slopes Hydrologic Information For the existing conditions hydrologic analysis, the Work area was evaluated as one drainage area outletting to an existing design point,where peak discharge rates were evaluated. Stormwater runoff currently sheet flows across paved areas to the east where it is collected in several existing catchbasins. These catch basins outlet to an existing sw ate and pipe system which eventually outlets to the Connecticut River. There is an existing overflow pipe from the concrete water tank for the existing water ride which also outlets into the same swale and pipe system,which will be removed as part of this project. Table 2 provides a summary of the pervious and impervious surfaces for the above described drainage area. Table 2: Existing Conditions—Impervious I Pervious Surfaces Drainage Area Impervious Pervious Total Description Surface Surface Area (acres) (%) (acres) (1/6) (acres) Area 10 1.18 67.8 0.56 32.2 1.74 CA Docurnents and Settings\eTnelle\Local SettingsWeinporary Internet F:aes\OLKB5\Drainage Rsport Wwte Water,doc 5 Existing Conditions Vanasse Han en Brustfin,Inc, Table 3 summarizes the key hydrologic parameters for the drainage area used in the existing conditions analysis. Table 3: Existing Conditions Hydrologic Data Description Discharge Design Area Curve Time of (Drainage Area#) Location Point (acres) Number Concentrittion(min) 10 Existing X1000 1.74 90 5.0 system The above Hydrologic Data and work limit is referenced on Figure 2,Existing Conditions Drainage Areas. CADocurnents and Settings\emette\Local Settings\Temporary Internet FiIes\OLKB5\DraInage Report White Water.doc 6 'Existing Conditions us CL z V) rw J7 AIL 40— NJ` • nw 41� LL I I 61 f\Y,- &t. 4 All, • A;4 V'anasse riangen grustiin,Inc. 3 ro i n This project,which will include the construction of a new water ride,was designed to comply With the Massachusetts Stormwater Management Policy to the maximum, extent possible as redevelopment of a previously developed area,even though there are no resource areas located within the project area. Existing drainage and grading patterns were maintained to the maximum extent passible. The post construction site will analyze the same design point as the existing analysis so that the stormwater reaction to the proposed development can be determined and mitigated. The analysis of the past construction site provides for collection and management of stormwater runoff. A summary of the proposed collection system includes the following, • New precast concrete catchbasins with 4-foot scamp areas and hooded outlets. • A water quality Swale that intercepts runoff from the west and conveys it t a small collection area where it overflows into the proposed drainage system. This small collection area also accepts surface runoff from the grassed area beneath the ride conveyed via a yard drain. • Reduction in runoff peak and volume will be accomplished mostly through the removal of existing impervious area,and replacement by pervious area. The existing drainage patterns have been maintained past construction to the maximum extent passible. Figure 3,Proposed Drainage Areas,provides a view of the proposed drainage area configuration and composition. Table provides a summary of the pervious and impervious surfaces for each of the p �' p drainage areas. Table 4. Proposed Conditions—Impervious/Pervious Surfaces Drainage Area Impervious Pervious Total Description` Surface Surface Area (acres) (%) (acres) (%) (acres) Area 100 0.94 6T.6 0,45 32.4 1.39 Area 200 0.12 34.3 0.23 65.7' 0.35 Totals 1.06 60.9% 0,66 39.1% 1.74 .\Documents and 5ettin \ernelle\Local Settin s\Terre rar Internet Files\oLK 5\Draiana a Report White Water.doc 8 f� Y g P 8 Proposed Conditions Vanass,_.tan enBrusttin Inc'. Table 5 summarizes the key hydrologic parameters for the drainage areas used in the proposed conditions analysis. Table Proposed Conditions Hydrologic Data Description Discharge Design Area Curve Time of (Drainage Area#) Location Point (acres) Number Concentration(min) 100 Ex. system 0000 1.39 90 5.0 200 Ex. system 0000 0.35 82 20. comparison between Table 2 and Table 4 shows that the redevelopment has resulted in an increase in pervious area within the work limit,from 32.2% to39.1%; This increase in pervious area carries with it a natural reduction in the rate and volume of runoff from the work area. Additionally,the pervious area provides treatment to surface stormwater. The proposed stormwater collection system will consist of new stormwater collection main,catchbasins with 4-Moot sumps and hooded outlets and new precast concrete manholes. These Best Management practices will improve the quality of water discharged to the Connecticut River,which previously accepted untreated water discharged from the previous system, CA Documents and settings\emeUe\Locai Settings\Temporary Internet Files OLK]35\DrainaSe Report white Water.doe 9` proposed Conditions cy CO jZ 4< ­Z1 1T, rl tr O.a cot rj 0 Z unm j ILLJ/ AAe � 11 4f �7=_07 C Z A AN 0 0 CM) D 00 0 00 ofta- loop " - 's-1yJ V: +' w�5' M ri d ' y, am "M N. zi Mv -hot !F �3, A,*� f Ov, VON Ak 1z e P. sit loop loll lont, low Vanasse ttangen Brusttin,Inc. 4 Hydrologic Analysis Hydrologic Analysis The rainfall-runoff response of the Site under existing and proposed conditions was evaluated for storm events with recurrence intervals of; ,10 and 100 years. Rainfall volumes used for this analysis were based on the Natural Resources Conservation. Service(NRCS)Type 11I, 4-hour storm event for Hampden County,they were 3.0, 4.6 and 6,5 inches,respectively. Runoff coefficients for the existing conditions and; proposed conditions,as previously shown in Tables 3 and 5,respectively, were determined using MRCS Technical Release 55(TR-55) methodology as provided in Hydrecad ; The drainage areas used in the analysis of existing and proposed conditions were shown on Figures 2 and 3. The I lydrocad model is based on the MRCS Technical' Release 20(TR-20) Model for Project Formulation Hydrology. Detailed printouts of the Hydrocad,;analyses are included in.Appendix C. Table 6 presents a summary of the existing and proposed conditions peals discharge rates. The following;assumptions were made in the calculations: The limit of work analyzed in the stormwater management report is limited to the limit of work where construction_is proposed- This practice has been agreed to with all previous submittals to the Town of Agawam for previous similar projects and is delineated on the attached drainage snaps. Runoff coefficients for the drainage areas are weighted averages based on the different types of ground cover. A minimum time of concentration of minutes was assumed. The events were based on a 24-hour duration storm with a Sa Type Ill storm distribution carve: CADocurnents and Settings\ernette\Lacat Settings\1`emporary Internet Fi1es\OLtK&5\Drainage Repart White Waterdoc a 10 Hydrologic/ Hydraulic Analysis Vanar-ae Han en Brttstbn,Inc. Table 6: Peak Discharge Rates(cfs*) Design Point 2-year *year lWyear nesLignaoint XJQQO Exislog System Existing 4.03 6.94 10.37 Proposed 3.38 5.89 8.93 expressed in cubic feet per second The reduction of existing impervious area,and replacement with grasses and landscape,as well as incorporation of Best Management Practices within the proposed drainage system has resulted in a reduction in peak discharge rates between the pre-and post-development for this project. It should also be recognized that the proposed system increases the quality of the stormwater exiting the project area,as the previous system was part of the original stormwater collection system for the former Riverside Park and was constructed prior to requirements for water quality. CADocuments and scttinp\ernette\Loca1 Sett ingATernporary Internet F1es\OLKB5\Drainage Report Mate Water.doc I I Hydrologic/ Hydraulic Analysis MB Vanasse Hangen grusttin Inc. 5 Summary The Applicant is proposing;construction of a new "White Water Family Ride. The proposed redevelopment of this area will include the removal of an existing water ride with associated buildings,concrete water tank and pavement to be replaced with the construction of the new water ride and large landscaped/grassed areas. The existing area is approximately 70%covered with impervious material. This redevelopment has resulted in an increase in pervious area within the work limit, which will result in a'reduction of runoff from a change in cover material. The water ride is proposed for an area not located within any resource areas regulated by the Massachusetts Wetlands Protection Act. The Development Standards of the Massachusetts Stormwater Policy have been met to the;maximum extent possible for a redevelopment project; CA Documents and Settings\emette\Locat Settings\Ternporary Internet iieslOLK85\Drainagelt"rt Wfute Water.doc 12Hydrologic/ Hydraulic Analysis VHB Vanasse Fiangen Brustlin,Inc. Appendix A Floodpla.ln Information 1 CADocuments and Settings\emelle\Local Settings\Temporary Internet Files\OLK85\Drainage Report White Water.doc APPROXIMATE121 ebb ■ Sa:a 'FLOOD INSURANCE S` TOWN OF 1 1�. a-y A" fi P A "MPDEN to" w e COMOY-PANEL NUMBER M1' d s s a r " .. b ^ bi ^ PAGE t'44'+ICP }I . a EFFECTIVI 'i Y1Y r a - y ti f � r s ��r a� rsr+•� M,;,i� x ' n ^xr: U.S.DEPARTMENT OF HOUSING k. '14 s.. ' a .� x4. _ a^ 4F. t u 4 r . r • � $' A � • s r. i M n" g t ff �L.r `r * A � is - ... .. MB Vanasse Hangen Brustlin,Inc. Appendix MRCS Soils Information 1 1 CADDcuments and Settings\cmelle\Loca1 Settings\Temporary Internet Files\OLK85\Drainage Report White Water.doc t , t at )al SOIL CODE DESCROVON Mme MONTAUK FINE SANDY LOAM, 3 TO 8 PERCENT SLOPES JI va on ! ✓ . NOTES 1, NRO S SOIL TYPES WERE TAKEN FROM "SOIL SURVEY �€r0 OF HAMPDEN COUNTY, I a 1 �' x IA SACHUSETTS, CENTRAL .. / I PART, MAY 1978, SHEET 38- THE ENTIRE PROPOSED SITE AREA IS WITHIN HYDROLOGIC SOIL GROUP C. 3. THE ENTIRE SITE IS ALSO k 1 j"M I,4 LOCATED` WITHIN AN AREA I r DESIGNATED AS AREAS OF 1 / ' STRIPPED LANDS TOP SOIL AND SUB—SOIL REMOVED, t 6 ACRES OR LESS. per - .x .P — 1 r I. I IVrI ' ray MI b - 0 25 50 Feet Figure 4 October 2005 " � Sails Map Six Flags New England ,m 1623 Main Street outs 1 59) CENTRAL PART SHEET NUMBER 3 QeAj WOD, ,4v 3[aC#OflQFEfT a Tr a ` tj y{ , { 4�.. �..ra+`"� :� �"�L' ��le '.f� P n)/��„�+.. d Y'.*,"# 6�}r�P `' II#�.�.�' .�� �'� Qq 7 y ,. � f ' •"'h,w� '�"A'*'y " r, L, ,MirYi + Soln,I � ��- p g FTC con ^ tb: ,'-Je o f. � � � ,�' �A q ���".� tA p�:� rG `.� 4 f9 " �, }�,.4f..:r^ •,� l.. t AM1 .��G�,e�y A/ n � .� y may.,��• r u I ';°� �>'Sa #. r � •"r �"" •�.. "+ .��dy�''..r'�" 1�-�*�', .�'. ,,�..�^• ' "x ,fit,y� °� S`� Af�� Skyb}r" ^.t. }'1'.+,."�{i W f" "up -u IUD 94 a o p j r r w o.5 �±:^ ;�' �.� .i„"«� � � � ''` '"r�' �,�+�r.y�3 �q'Gry'..��``'r '..y��ti.�,�#:✓� $w-t �5 .y. All firs Zvi 74 Py Y y� .K V(�[} ✓A..}� }�'MS�: � wry-t. b`�r ry y i try+f�..r '�+:. �. r•,-4.�. e. y "l a�'�qu.* � lr�VIVO! ,{� ,i �.0 �F•�...^ j� "" ,� • h `'.g A,�"1 Y. � . � 1 "*i ::�} ✓� � � � r fit' Pw 9B oft r! x+a•w i .may � � �4. "� x� 04 1�;s Jul t ` R 5 ��, •,�_ "- r� v+ ' :i .'14"ak a Sri' jj Fi�� :�.( all N Jf • {�7 KI V^" Cr J 5 C dam} o faYY TO ZL -46� q 4 'o W ��" '- `&B to' i Or w K: r , SOIL SURVEY Included with this soil in mapping are areas, generally This soil has good potential for farming, woodland, and smaller than 3 acres, of Hinckley soils. Also included are a for openland and woodland wildlife habitat. It has fair few small areas of soils similar to Merrimac soils that potential for most urban uses and most sanitary waste have reddish brown colors in the profile and soils that= disposal facilities. It has poor potential for wetland wil- have a fine sandy loam surface layer. Included soils make dlife habitat. up about 15 percent of this map unit. This soil is well suited to cultivated crops. Good tilth is Most of the acreage of this soil is wooded; some is in easily maintained in cultivated areas. The hazard of ero- pasture, the main farm use. sion is moderate. When this soil is cropped, striperopping, This soil has poor potential for farming, good potential minimum tillage, use of cover crops, and incorporating for woodland, and fair potential for woodland and open- grasses and legumes in the cropping system reduce ru- land wildlife habitat. It has poor potential for most urban noff and control erosion. Mixing crop residue and animal uses, most sanitary waste disposal facilities and wetland manure into the plow layer improves tilth and increases wildlife habitat. organic matter content. This soil is suited to limited cultivation. Good tilth is This soil is well suited to hay and pasture. Proper easily maintained in cultivated areas. Erosion and stocking rates, deferred grazing, and pasture rotation droughtiness are major problems of management. The help to maintain desirable species of pasture plants. erosion hazard is severe. When this soil is cropped, ter- This soil is well suited to trees; however, only a small races, striperopping, minimum tillage, use of cover crops, acreage is wooded. Productivity is moderately high. Im- and incorporating grasses and legumes in the cropping portant tree species are northern red oak and eastern system reduce the amount of runoff and control erosion. white pine. Mixing crop residue and animal manure into the plow This soil is limited for most urban uses by the brief layer improves tilth, and increases organic matter con- seasonal high water table and moderate susceptibility to tent, Water management is necessary in places. frost action. It is limited for most sanitary waste disposal This soil is better suited to hay and pasture than to facilities by the brief high water table, the slow or other farm uses. Proper stocking rates, deferred grazing, moderately slow permeability of the substratum, and and pasture rotation help to maintain desirable species of slope. Capability subclass He. pasture plants. MnB—Montauk extremely stony fine sandy loam, 3 This soil is suited to trees. Productivity is moderate. to 8 percent slopes. This gently sloping soil is deep and Important tree species are eastern white pine, northern well drained. It is commonly on the tops and upper parts red oak, and sugar maple. of hills and ridges. Slopes are smooth and slightly convex This soil is limited for urban uses and sanitary waste and are commonly 100 to 400 feet long. Areas range from disposal facilities by slope or rapid permeability of the 10 to 75 acres in size and are oval or irregular in shape. substratum. Capability subclass lVe. Stones are scattered 5 to 20 feet apart on the surface. MmB-Montauk fine sandy loam, 3 to 8 percent In a typical profile in a wooded area, the surface layer slopes. This gently sloping soil is deep and well drained. is friable, dark brown fine sandy loam about 7 inches it is commonly on the tops and upper parts of hills and thick. The subsoil is friable, yellowish brown fine sandy ridges. Slopes are smooth and slightly convex and are loam 16 inches thick. The substratum, to a depth of 60 commonly 100 to 400 feet long. Areas range from 5 to 20 inches, is firm, brittle, light brownish gray gravelly loamy acres in size and are rectangular in shape. sand. In a typical profile in a cultivated area, the surface Permeability is moderate or moderately rapid in the layer is friable, dark brown fine sandy loam about 7 subsoil and slow or moderately slow in the substraturn. inches thick, The subsoil is friable, yellowish brown fine Available water capacity is low. A perched water table is sandy loam 15 inches thick. The substratum, to a depth of above the firm substratum for brief periods early in 60 inches, is firm, brittle, light brownish gray gravelly spring and after prolonged rains. Growth of roots is loamy sand. restricted to the friable subsoil by the firm substratum. Permeability is moderate or moderately rapid in the Reaction ranges from extremely acid to strongly acid. subsoil and moderately slow or slow in the substratum. Included with this soil in mapping are areas, generally Available water capacity is moderate. A perched water smaller than 3 acres, of Scituate and Ridgebury soils. table occurs above the firm substratum for brief periods Also included are a few small areas of Montauk soils that in early spring and after prolonged rains. Growth of roots have stones scattered 20 to 50 feet apart on the surface. is restricted to the subsoil by the firm substratum. Reac- Included soils make up about 25 percent of this unit. tion ranges from extremely acid to strongly acid. This soil has poor potential for farming and for open- Included with this soil in mapping are areas, generally land and wetland wildlife habitat, good potential for smaller than 3 acres, of Scituate and Ridgebury soils. In- woodland, and fair potential for woodland wildlife habitat. cluded soils make up about 15 percent of this map unit. It has poor potential for most urban uses and most sani- Most of the acreage of this soil has been farmed. Some tary waste disposal facilities. Of this acreage has been developed for homesites; some This soil is not suited to cultivated crops, hay, or has reverted to, or has been planted to, trees. pasture because of the stones on the surface. V HAMPDEN COUNTY, MA,SSACHUSE71 , CENTRAL PART 103 TABLE 1.--TEMPERATURE AND PRECIPITATION DATA Temperatorel I Precipitationl 1 1 2 years in { 2 years in 1O 1 { 1 I 10 will, have-_ l Average 1 1 I a e-- 1 Average Month {AveragelAversgelAveragel I Inumber oflAveragel Inumber oflAverage 1 daily I daily 1 I Maximum I Minimom I growing I I Less I More Nays withlsnowfall Imaximumlminimuml Itemperatureltemperaturel degree I Ithan--Ithaca--10.10 ihchl higher { lower I days2 I 1 { I or more { than-- I than 1 E I 1 1 { 1 nits I In ! 1in Ln January----] 35.1 1 18.3 { 26.7 I 56 1 -7 I 10 I 2.67 1 1.41 I ,69 6 { 10'0 February---I 38.0 1 20.3 1 9.2 1 57 1 -6 1 17 1 3.03 1 2.08 1 3,90 6 r 10.5 march------1 46.2 1 28.1 I 37.2 1 71 1 4 P 51 { 3.81 1 2.47 1 5.01 1 8 { 10.8 I I I 1 I 1 I 1 I I 1 April- ---{' 60.2` 1 38,1 { 49.1 84 (' 22 284 1 4.10 1 2.51 1 5.52 I 8 l .7 May--------1' 11.3 1 11*5 1 59.6 1 93 1 34 1 608 1 3,53 1 1.. 3 1 4,13 1" 8 1 *0 1 { 1 I 1 1 I { 1 1 { June-------{ 79.9 1 57,0 1 68.5 f 96 1 41 { 855 I 4,08 1 2.43 1 5.55 1 a { ,0 I { 1 I { I I I I I I July-------1 84.6 1 62.6 1 73.6 1 97 { 49 1 1,042 1 3,31 1 1.89 1 4.45 1 6 I I I I { I I I 1 I I August-----1 82.9 1 60,7 1 71.8 1 95 { 46 1 986 $ 3.94 1 1,67 1 5.78 l 7 1 ,0 1 1 1 1 I 1 1 I I I I September--I 75.b 1 52.9 1 64,3 1 93 1 33 1 729 1 3.78 { 2.08 l .16 1 6 1 .0; 1 1 I 1 1 1 I { I { I October----l' 65.5 1 43`.3 1 54,4 1 84 1 25 { 441 1 3.29 1 1,51 1 4.74 I 5 1 I { 1 I 1 I I 1 1 1 Novemtaer---1 51.2 1 34.4 { 42.8 1 71 T 16 I 126 I 4.25 1 281 { 5.55 I 7 I 1,3 1 1 I I 1 I 11 1 I: 1 December---1 38.3 1 22.6 1 30,5 1 63 1 -1 I' 34 1 4.42 1 2.43 1 6,03 1 8 1 10.2 Year n----_I' 60.7 1 40-.5 1 50.6 1 99 1 -10 1 5,188 1 44.21 137-03 151.07 1 83 1 43.5 a , 1Recor4ed in the period 191-73 at Springfield, Mass. 2A growing degree clay is a unit of heat available for plant growth. It can be calculated by adding the maximum and minimum daily temperatures, dividing the scam by 2 and subtracting the temperature below which growth is minimal for the principal crops in the area (40 P)-. � I f 04 IL, SURVEY y,5 TABLE 2.--FREEZE HATES IN SPRING AND FALL Temperature l Probability I 24 F 28 F 1 3 - 1a I QC lower I or lower Last freezing 1 temperature f t in spring: 1 year In 10 a 1 later Gan-- April 10 1 April 17 1 April 30 years in 10 1 a later thap-- April. 5 April 13 1 April 26 5 years in 10 # � later than March 26 1 April: 6 April. 18 � 9 1 First freezing temperature in falls 1 1 1 1 year in 10 earlier than— November 2 1 October 9 ISeptemher° 29 I I 2 years in 10 1 1 1 earlier than- 1 November 7 1 October 15 1 October 1 1 1 5 Years in 10 1 earlier than - 1 November 16 1 October~ 27 1 October 14 l ecerded in the period 1951-73 at Springfield, Hass, TABLE 3.--GROWING SEASON LENGTH 1 Daily minimum temperature during growing seasonl 1 Probability 1 Higher 1 Higher 1 Higher ] than 1 than i than 1 24 F 1 8 F � 1 32 F 9 years in 10 1' 212 1 184 1 160 8 years in 10 I 220 � 190 1 166 5 years in 10 234 $ 203 1 178 2 years in 10 � 24} � 215 � 190 1 year in 10 1 257 1 222 197 1Recorded in the period 1951--73 at Springfield, Mass. p e �i 106 SOIL SURVEY TABLE; 4.--ACREAGE AND PROPORTIONATE EXTENT OF THE SOILS--Continued Map 1 Soil name symboll - 1 Acres #Percent, mob Imerrimac sandy loam, 3 to' 8 percent slopes-_- __- .___ _-- __- __- ----_I 5,331 2,8 MOO lNerrimac sandy loam, 8 to 15 percent slopes_ ___ _-_ __.- __- __s - --_I 11274 1 0.7 Meb IMerrimac sandy loam; 15 to 25 percent elopes_ -.m-- --_ __- _- - -_-I 463 1 0.2 MmB IMontauk- fine sandy loam, 3 to 8 percent slopes___________ _____ -_ ___1 285 1 0.1 MnB IMontauk extremely stony fine sandy loam, 3 to 8 percent slopes- --- --_ __-__1 670 1 0. MnC [Montauk extremely stony fine sandy loam, 8 to 15 percent slopes --- -I 377 1 0.2' Mu IMuck,deep-_-__ _ -_ -_ _ __ _" --_ - -1 2,032 1 1.0 Mx lNuck,shallou----»-�----- ----------- - ---- ---------..____- M � _, _--_@ 1,813 I 0.9 NaB (Narragansett very fine sandy loam,-3-to 8-percent slopes- -1 244 1 0.1 NaC (Narragansett very fine sandy loam, 8 to 15 percent slopes-_____-_-_- -__ - ---1 190 1 0.1 NbB INarragansett very stony very fine sandy loam, 3 to 8 percent slopes-- _-, _--_-I 670 I 0.3 NbC IN rragansett' very stony very fine sandy loam, 8 to 15 percent slopes ---- -_-I 306 1 0.2 NcS INarragansett extremely ,stony very fine sandy loam, 3 to 8 percent slopes - --I 11979 1 1.0 NoC #Narragansett extremely stony very fine sandy loam, 8 to 15 percent slopes---------- 2,411 1 1,2 NOD Narragansett extremely stony very fine sandy loam,, 15 to 25 percent slopes---------1 2,062 1 1. 1 Ng IN nigret fine sandy loam, 0 to 6 percent slopes --- r - - - -_1 1,499 1 0..8 PaB IPaxton fine sandy loam, 3 to 8 percent slopes ---_ _ - -I 1,263 1 0.7 Pac IPaxton fine sandy loam, 8 to 15 percent slopes-------------------------------------I 399 1 0.2 PbB IPaxton very stony fine sandy loam, 3 to 8 percent slopes- -_- -_- --- ---1 551 1 0,3 PbC [Paxton very storey fine sandy loam, 8 to 15 percent slopes ___. --- _-_,__I 495 1 0.3 PcB IPaxton very stoy tiny sandy sandy 15 , 32top8rcent percentosloes pes-______- ___..__-__--_I 50 1 0.1 PcH IPaxton extremelystory fine sand loam, p ,�_- -_.. __- 1 850 1 0.4 PcC IPaxton extremely stony fine sandy loam, 8 to 15 percent slopes- --I 1,122 1 0.6 POD IPaxton extremely stony fine sandy loam,, 15 to 25 percent slopes _-- _-_ __-__1, 584 1 0.3" Pe )Peat--.---W_,.____-------,.__-____-:,------------ -----,-.._-_-i_____.___---__-___..__-_-__1 747 1 0.4 PoI P dunk fine sandy loam--------------------------------------------------------------I 921 1 0 Pu !Pollux fine sandy loam, 0 to 3 percent slopes -- -_ -_ -% _ -_1 227 1 0.1 PuB #Pollux fine sandy loam 3 to 8 percent slopes --I 223 1 0.1 PuC Ioollux fine sandy loam, 8 to 15 percent slopes------------------------------------- 149 1 o.1' RaIRaynham silt loam------------------------------------------------------------------ 530 1 0.3 RdIRidgebury sandy loam---------------------------------- -- ----- -_- -w_ -_-__1 317 I 0.2` ReA IRidgebury extremely stony sandy loam, 0 to 3 percent slopes - - ---1 1,040 P 0.5 Rob IRidgebury extremely stony sandy loam, 3 to 8 percent slopes -1 11919 1 1.0 Rf #Rack outcrop-----------------------------------------------------------------------1 630 I 0.3 RHD I flock outcrop-Holyoke complex, sloping----------------------------------------------1 1,491 1 0.8 RRE (Rock outcrop-[Holyoke complex, steep------------------------------------------------I 1,114 1 4,5 Ru IRumney fine sandy loam- - __ _ I 722 1 0.4 -- Sa ISaco Variant silt loam - - - _ - ,-_-I, 1,024 1 0.5 SeISpantic Variant silt loam______________s.._-_--__-___4__--__-__-_____--_------___-_- 303 1 0.2 Se ISoarboro fine sandy loam-------- ---------------------------------------------------- _ ____________ _ __ -_ - -- _I 1,338 1 0 7 38B 13oituate fine ,only loam, '3 to BT ^ Percent slopes- ---- ___-___---__ _ --_ 108 I 11j ShB Iscituate extremely stony fine sandy loam, 3 to 8percent'slopes -_ -_ ___1 374 1 0.2 SrB #Sudbury fine sandy loam, 0 to 8 percent slopes ---- -_- _-_ _- -__ -_1 2,89� 1 1.5 Su #Suncook loamy fine sand, 0 to 5 percent Slopes------------------------------------- 1,031 1 0.5 TeITerrace escarpments----------------------------------------------------------------1 1,370 1 0.7 UaB lonadilla very fine sandy loam, 3 to 8 percent slopes-------------------------------1 305 1 0.2 UaC IUnadilla very fine sandy loam, 6 to 15 percent slopes - -1 315 1 0.2 b [Urban land----------------------------- _-- .._ -1 12,819 1 5.6 ON )Urban land-Hadley-Winooskiassociation- _-- __- -- _- - _- ---1 3,799 1 2.0 U r banland-Hinckley-Windsor association----_�--�.--- _--__-. _____-___- 1 u �_-__ -_ ....___..__ 20,144 1 10.4 UW 11lrban land-Wethersfield-Paxton association-----------------------------------------1 1,984 1 1.0 Wa 1 Wareham loamy sand.._..__ -__-_--- -- _-_---__-y------- -- � _-I 3,340 1 1.7 Web [Wethersfield fine ,sandy loam, 3 to 8 percent slopes -- � _1 2,431 1 1.3 Wec lWethersfiel,d fine sandy loam,, 8 to 15 percent slopes-�___-_-___-- --- _-- __-_1 472 1 0.2 WfB [Wethersfield very stony fine sandy boats, 3 t0 8 percent slopes---------------------1 259 1 0,1 WfC lWathersfield very stony fine sandy loam, 8 to 15 percent slopes» --I 44d 1 0.2 WfD [Wethersfield very stony fine sandy loam, 15 to 25 percent slopes _-_ _- _--1 196 1 0.1 WgB ]Wethersfield extremely stony fine sandy loam, 3 to 8 percent slopes----------------I 1,110 I o.6 WBG 1'eethersfield extremely stony fine sandy loam, 8 to 15 percent slopes-� _-- _» 1 $96 1 0.5 WgD [Wethersfield extremely stony fine sandy Loam; 15 to 25 percent slopes______________1 486 1 0.3 WhA lWhitman extremely stony loam, 0 to 3 percent slopes_ ........ -_1 547 1 0.3 WmA [Wilbraham extremely stony silt loam, 0 to 3 percent slopes _. __ ----1 248 1 0.1 WmB [Wilbraham extremely stony silt loam, 3 to 8 percent slopes _-_ _-_ ---_1 611 1 0.3 WnA [Windsor loamy sand, 0 to 3 percent slopes-_-- _-- .._- _ -1 4,526 1 2.3 WnB [Windsor loamy sand, 3 to 8 percent slopes__-- _ -1 6,010 1 3.1 Wnc [Windsor loamy sand, 8 to 15 percent .slopes.-- _ .-1 1,978 1 1.0 WnD #Windsor loamy sand, 15 to 25 percent slopes -_. _ -_ _ -1 11194 1 0.6 Wn8 [Windsor loam sand 2 to percent slopes---_..__.. ____ ______..____--_ W � 5 35 p p I: 271 1 �•� o' [Winooski silt loam----------------------------------------------------------------- 1,078 I 0. WrA IWOodbridge fine sandy loam, 0 to 3 percent slopes----------------------------------1 170 1 0.1 WrB (Woodbridge fine sandy loam, 3 to 8 percent slopes__--------------------------------1' 720 I 0.4 Wag (Woodbridge very stony fine sandy loam, 0 to 8 percent slopes----------------------- 850 1 0.4 r See footnote at end of table. HAWDEN COUNTY, MASSACI-IUSEM, CENTRAL PART 109 TABLE 5.--YIE4DS PER ACRE OF CROPS AND PASTURE--Continued I I ' I I I I $oil name and Corn silage 1 orn,sweet Tobacco I Alfalfa hay I Grass- I Pasture map symbol I 1 1 (shade) 1 I legume hay LOW Gloucester: GfB---------------------- 16 I 1 ,60o 1 4.0 7.5 GhB, GbC----------------- --- GxB, OxC, 0xD------------- --- Fladley tia, BbA, W--------_----1 28 E 1,800 I 1,600 1 4.5 nekley: HgA, HSB -_- -- ....-1 12 E 1,700 L 1,200 1 2.5 2.0 HgC---------------------- 1,600 KgD---------------------- HgE---------------------- Holyoke: Holy--------------------- 15 3.5 1 3.0 1 6.5 Hoc---------------------- 14 3.0 1 2.5 1 5.5 2HrC----------------------- --- Limerick: Lk-----------------------1 12 1 1,400 3.5 1 6.5 Ludlow: LUB----------------------I 24 I 1,600 1 --- E 4,0 1 M 1 7.5 LWB---------------------- LxB, LxC----------------- Mecke3ville„ MaB---------------------- 24 I 1,700 1 1,100 4.0 1 7.5 Mac-.-------------w.._----1 22 1 1,600 t 1,050 1 --- 1 4.0 1 7.5 1 1 1 1 MaD---------------------- 18 3.5 1 6.5 Mob, Mac, MbD, mob, hoc, MCD---------------------- Merrimac; MeA, Meb-----------------1 22 1i 1,800 1 1,200 1 11 3 ,Meg-----------------------1 16 I 1,701 1 --- 1 MeD---------------------- 12 3.5 2.5 Montauk: --------------- -----=I 21 1 1,100 1 4*0 I 3*1 MnB, MnC----------------- Muck,deep; U----------------------- Muck,shallow: "Mx----------------------- See footnotes at end of table. HAMP EN COUNTY, MASSACHUSETTS, CENTRAL PART 113 TABLE b.—CAPABILITY GLASSES AND SUBCLASSES [Hisoellaneous areas excluded, Dashes 'mean no acreage I Imaior managugnti D 9 fSub es1'; Glass I Total I I I Soil I acreage I Erosion 1 Wetness 1 problem I se) ! W 1 I 1 Aergg I 1 1 4,6561 -- I a 11 1 31,2021 7,457 1 9,925 1 13,820 111 1 40,6641 5,142 i' 3,400 1 32,122 IV gI 12,-184 11768 1 3,643 1 6,773 1 1 f It V 1 1,3381 -- 1 1,338 1 --- VI 1 15,2191 354 1 1,024 1 13,841 1 1 1 1 V11 1 43,4251 4,412 1 4,592 1 34,421 Vill I SOIL SURVEY TABLE 7.--WOODLAND MANAGEMENT AND PRODUCTIVITY--Continued Panagerftentconcerns I Potential DVoductivityF—1 Soil name and jUrdl- I I Equip- ISeedlingi Wind- I I I map symbol InationlErosion t vent Imortal- I throw I Important trees ISite I Trees to plant Isymballhazar4 I limita-I ity I hazard I lindext tion I Limerick: Lk-_---___-- ----- 4w )Slight ISevere ISevere ISeveve jEastern white pine--I 65 (Eastern white pine, '1 11 1 I IRed maple-----------I I white spruce, Ludlow: I I LuB, LwB----------1 30 ISlight ISlight !Slight ISlight tNorthern red oan----f N jEastarn white pine, I 19astern white pine--I 75 1 red pine, I I I I white spruce. LXB, LxC----------I 3x ISlight IModeratelSlight [Slight INorthern red oak----1 70 (Eastern white pine, I I I I I )Eastern white pine--I 75 1 red pine, I I I IHed Pine------------1 75 1 white spruce. Meckesville: II I maB, MaC, MbB, MbCj 2o ]Slight ISlight [Slight ISlight INorthern red oak----I 80 )Eastern white pine, [Eastern white pine--I 75 1 European larch, 'Sugar maple-...-- -.----1 63 1 Norway spruce. MaO, MbD----------I 2r !Slight IModeratelSlight ISlight INorthern red oak­­1 80 (Eastern white pine, [Eastern white pine--1 75 1 European larch, I !Sugar maple--- -_ --1 63 1 I Norway spruce. I I McB, McC, Mal)-----I 2x !Slight [ModerateiSlight ISlight INorthern red oak----1 80 (Eastern white pine, I I lEastern white pine--) 75 1 European larch, !Sugar maple--;------- 1 63 1 Norway spruce. I I Merrimac: I I MeA, MeB, M0C-----j its ISlight ISlight IModeratelSlight (Northern red oak----[ 51 (Eastern white pine, I I I i I (Eastern white pine--I 64 1 red pine. ISugar maple-.--_---_-1 58 1 MeD---------------I 4s 151ight thoderatelModeratelSlight tNorthern red oak----[ 51 (Eastern whit, pine, I jEastern white pine--I 64 1 red ptne, I JSugar maple------- -1 58 1 Montauk; MmB--------------- 30 (Slight Might !Slight ISlight (Sugar maple-a--------1 65 INorway spruce, I Northern red oak--_-1 70 1 white spruee. [Eastern white pine--I 75 1 MnB, MnC---------- 3x [Slight IModeratelSlight (Slight [Sugar maple___ ---1 65 INorway spruce, !Northern red oak----I 70 1 white spruce, JEastern white pine--I 75 1 red pine, eastern white pine. Narragansett: NaS, NbB----------I No ISlight ISlight )Slight )Slight INorthern red oak----I 60 (Eastern white pine, I I I I I (Eastern white pine--I 68 1 red pine, I I ISugar maple---------1 55 1 white spruce, I eastern hemlock. I haC, hbC_-_--.-___-I ---------It 4r lModeratelSlight !Slight ISlight INorthern red oak- --1 60 jEastern white pine, I I I (Eastern white pine.-I 68 1 red pine, Im I (Sugar maple---------1 55 1 white spruce, I I I I eastern hemlock. NcB--------------- 4x ISlight IModeratelSlight ISlight INorthern red oak----I 60 jEastern white pine, I [Eastern white pine--I 68 I red pine, I ISugar maple---------1 55 1 white spruce, I eastern hemlock. I See footnote at end of table. 128 SOIL SURVEY TABLE 8.--BUILDING SITE DEVELOPMENT--Continued Dwelling; It Dwellings Small I Commercial 11 Local roads Soil name and Shallow with without map symbol excavations basements basements buildings and streets Merrimac: Mek----------------Isevere: ISlight-----------ISlight-----------ISligbt-----------lSlight cutbanks cave. I I MeB----------------!Severe; #Slight-----------!Slight-----------JMDderate: [Slight. cutbanks cave, I IP I slope. Mac----------------'Severe: [Moderate: jftderate [severe: 'Moderate; cutbacks cave. I slope. @ slopr > Islope. Me D-----------------Severei 'Severe: 'Severe, (Severe; [Severe-, slope, I slope. I slope, slope. I slope, cutbanks cave. Montauk; Mm ------------------'Severe. lModerate-. ISevere, !Moderate: Imoderate: I wetness, wetness, I wetness, I slope, I frost action. frost action. I wetness, I frost action. I MnB----------------13evepe: 1 Severe: ISevere, 15evere: IModerate: wetness, I large stones. 1 wetness, large stones. 1 large stones, large stones. I 1 large stones. frost action, MnC----------------!Severe: fSevere, 'Severe; ISevere: Hoderate, 1 wetness, ¢ large stones. wetness, I slope, 1 slope, large stones. large stones large stones. frost action. Muck,doep: -----------------!Severe; :Isevare: severe wetness, I I fSevere: !severe: wetness, I wetness, I wetbess, I wetness, floods, floods, floods, floods, floods, excess humus, excess humus. excess humus. excess humus, low Strength. Muck,shallow: Mx-----------------ISevere: !Severe: ISevere: !Severe: Isevere: wetness, I wetness, I wetness, 1 wetness, wetness, floods, 1 floods, floods, floods, floods, excess humus, 1 excess humus. excess humus. excess humus. low strength. Narragansett: NaB----------------!Slight-----------!Moderate: 18light-----------JModerate: lModorato: I I frost action, .1 1 slope, I frost action. frost action. I I NaC----------------JModerate: 'Moderate: !Moderate: Isevere: IModerate: I slope. 1 slope, I slope. I slope, slope, frost action. I I frost action. t NbB----------------IModerate: Hoderate; Hoderate: IModerate., ]Moderate; I large stones, I large stones, 1 large stones. I slope, I frost action. frost action. 1 1 large stones. Nbc----------------!Moderate: Moderate: Noderate: ISevere: Noderate: 1 slope, 1 slope, I slope, I slope. 1 slope, I large stones, I large stones. I large stones. I I frost action. NcB----------------'Severe: Issuers: 'Severe: Isevere: IMaderate: olarge stones. (I large stones, large stones. I large stones. I frost action, large stones. NQC----------------IfSevero,, Issuers: keverei 15overe; IModerate: large stones. 1 large stones. 1 large stones. 1 slope, I slope, Large stones. I Large stones- frost action See footnote at end of table. HAMPDEN COUNTY, MASSACHUSEM, CENTRAL PART 139 TABLE 9.--SANITARY FACILITIES--Continued Septic tank I Trench Area Soil name and I absorption Sewage lagoon sanitary sanitary Daily cover map symbol fields areas landfill landfill for landfill Meckesville. MOB--------_--.-----.t5evere; ISevere: I severe: JModerate: tPoor: I percs slowly, large stones. wetness, I wetness. I large stones, I large stones. large stones. I MCC----------------[Severe: ISevere: Isevere: Door: I pares slowly, 1 large stones. I wetness, I wetness. I large stones. I I large stones. I I large stones. I I MODS _-------------ISevere: !Severe. {Severe: ISevere: IPoor: I slope, I large stones. I wetness, I slope, I slope, I peres slowly. I I large stones. i wetness. large stones. I Merrimac: I I I I I KeA, MOB-----------ISlightl----------ISevere: ISevere: ISevere: !poor: I seepage. 1 seepage, I seepage. thin layer, I I I I I too sandy. I area reclaim. Mec----------------Noderatell Isevere: 15overe: ISevere: 1PODr: I slope. I slope, I seepage, I seepage. I thin layer, I I I seepage. j too sandy• area reclaim. Me D-------------­-ISevere: ISevere: fSevere: ISevere: !Poor: I slope. I slope, 1 seepage, I slope, I slope, I I seepage. I too sandy. I seepage. I thin layer, I I area reclaim. Montauk: I I I I I HmS----------------tSevere: IMaderate: [Moderate: IModerate: )Good. I pores alowly E slope. I wetness. I wetness. MnB----------------ISevere: Noderate: !Severe: IModerate: !Poor: peras slowly, 1 slope. 1 large stones. I wetness. I large stones. large stones. MnC----------------ISevere: ]severe. Isevere: IModerate: !poor: perQ8 slowly, 1 slope. I large stones. I slope, I large stones. large stones. I I I wetness. I I Muck,deep: I # I I I Mu-----------------!Severe: Isevere-, [Severe: Isevere: Poor- I wetness, wetness, I wetness, I wetness, excess humus, I floods. I excess humus, I floods, I floods. I wetness. seepage. excess humus. I Muck,shallow: Hx-----------------13evere: Isevere: !Severe: Isevere. jPoor: I wetness, I wetness, I wetness, wetness, I wetness, floods. I excess humus, I floods, floods. excess humus. seepage. I excess humus. Narragansett, Nag----------------ISlightl----------ISevere: [Severe: ISevere: !Fair; seepage. I seepage. seepage. I thin layer. NaC----------------IModeratelt Isevere: ISevere: ISevere: !Fair: slope. I slope, I seepage. I seepage. I slope, seepage. I thin layer. NbS-----__-.__------IModeratel: ISevere: Isevere: ISevere: Fair., large stones. I I seepage. seepage. I seepage. large stones. I NbC----------------IModeratel: Isevere: Isevere: 18evere: I slope, I slope, I seepage. I seepage. I slope, I large stones. I seepage. I I large stones. I I I NoB----------------Isevere; Isevere: ISevare: ISevere: !Poor: large stones. I seepage. I seepage, I seepa,ge.< I large stones. large stones. See footnotes at end of table. I HAMPDEN COUNTY, MASSACHUSETTS, CENTRAL PART 149 TABLE 10.—CONSTRUCTION MATERIALS--Contihued Soil name and Roadfill 11 Sand Gravel Topsoil map symbol 41 Montauk: mmB------------------l "air: 1 poor: 1 Poor: Fair frost action. excess tines. I excess fines, thin layer. mftB, mnC-------------IFair: I'Poor: jPoor: IPoor: I frost action, 1 excess fines. excess fines. I large stones, I large stones. 11 1 1 small stones. Muck,deep: It It I Mu------------- -----!Poor, jUnsuitedi !unsuited: IPoor-. wetness, 1 excess humus. I excess humus. 1 wetness. excess humus. Muck, shallow,. Mx-------------------jPoor: jUnsuited,. jUnsulted: Poor: wetness, 1 excess humus. 1 excess humus. 1 wetness, excess humus. 1 111 Narragansett: 41 NaB------------------IFair; Wnsuited-, jPoor: (Fair: Crest action. I excess fines. 1 excess fines. 1 small stones. I It I NaC------------------IFair: Nnsuited., 1poor�. (Fair: frost action. 1 excess fines. 1 excess fines, I slope, small stones. NbS, NbC-------------IFair: jUnsuited: jPoor: !Poor: frost action. 1 excess fines, 1 excess fines. 1 large stones. NcB, NoC-------------IFair: !Unsuited: !Poor: 1poor. frost action, 1 excess fines. excess fines. 1 large stones, large stones. Nod-------------- IFair: !Unsuited: 1poor. !Poor: slope, 1 excess fines. 1 excess fines. 1 slope, frost action, 1 i 1 large stones. large,stones. Ninigret: Ng---- - -IFair: !Good-----------------!Fair: 11000d. frost action. 1 excess fines. Paxton: PaB, PaC-------------IFair: !Poor-: 1poor., 1poor: I frost action. I excess fines, I excess fines, 1 small stones. large stones. I large stones. I Pb , PbC-------------!Fair: ]Poor: I Poor:. 'Poor. frost action. 1 excess fines, 1 excess fines, 1 large stones, large stones. 1 large stones. PbD--—--------------!Pair: !Poor: 1poor: !Poor: frost action. 1 excess fines, 1 excess fines, 1 large stones, large stones. 1 large stones. 1 slope. PcB, PcC-------------IFair: !Poor: JPoor-, ',Poor-. I frost action. 1 excess fines, I excess tines, 1 large stones. I I large stones. large stones. PeD------------------!Fair: !'Poor; jPQor- !Poor: frost action, I excess fines, I excess fines, 1 large stones, 1 large stones. large stones. I slope. I Peat., It Pe-------------------jPoor! !Unsuited: !Unsuited: !Poor: wetness, 1 excess humus, 1 excess humus. I wetness. excess humus, low strength. Podunk: I Po------_.-------_---I Fair: 'Fair: j Unseal ted: 1000o. frost action. I excess fines. I excess fines. See footnote at end of table. HA DEN COUNW, MASSACHUSETTS, CENTRAL PART TABLE II.--WATER MANAGEMENT--Continued I Pond Embankments Aquifer-fed Terraces ' Soil name and reservoir I dikes, and excavated 1 Drainage I and I Grassed ponds diversions waterways map symbol areas levees Hadley: afta, HbAj Hbb----- Seepage--------JPiping, :No water-------INot needed-__-_INot needed--___INot needed, FI I seepage. ninckley: I HgA, HgB, HgC, I gD, hgE---------ISlope, IThin layer, INo water-------INot needed­--jSlope, 151ope, I seepage, I seepage, I I I too sandy. I droughty, I f I It Holyoke: I I It HoD, Hoc----------ISlope, IThin layer, INo water, INot needed-__-_IS1ope, ISIope, I depth to rock, I piping, 1 depth to rock. 1 1 depth to rock, I droughty, I seepage. I seepages I 11 1 rooting depth.1 rooting depth, I I I lHrC-. I I Holyoke part---,Slope, IThIn layer, !Io water, INot needed-----111ope, 111o,e, I depth to rock, I piping, 1 depth to rock.1 I depth to rock,I droughty] seepage. I seepage, I I rooting depth, ! rooting depth, hock outcrop part, marick: k---------------ISeepage--------JPiping, !Favorable------lWetness, INot needed-­-Netness. low strength. floods. tdlow. I u8--------------ISlope----------!Low strength---!Deep to water !Peres slowly, IPercs slowly, JPercs slowly, slope, slope. ,Lwl, Lxa, LxI----ISlope----------JLow strength, !Deep, to water, lPercs slowly, IPerca slowly, IPeros slowly, I large stones, I large stones. I slope. I slope, I slope, 41 large stones. I large stones, meckesville; " IaB, Mali, MaD----ISlope----------jPiping---------]No water:-------!Not needed----_]Slope----------ISlope, HbS, MbC, KbD, MCB, MOC, McD----tSlope, !Large stones, [No water-------INot needed-__--jLarge stones, Islope, large stones, slope, I I slope. large stones. piping. HeA, Meg, MeC, I MeD--------------ISlope, ISeepage--------[No water---- -INot needed-----ISlope, Islope? I seepage, I I I I too sandy, I droughty. I I lontaukr I I MmB--------------ISlope, IPiping---------INo water-------!Not needed-----jIPercs slowly, JPercs slowly, seepage, I I I I erodes easily, J slope, slope, I erodes easily. Mnh, MnC--------- Slope----------ILarge stones, INo water-------INot needed-----ILarge stones, ILarge stones, I piping. I I I pares slowly, I percs slowly, slope, slope. luck,deep. KU---------------lExcess humus, 1Excess humus, lFavorable------IPoor outlets, INot needed- --INotneeded. I seepage. I bard to pack, excess'humus, I seepage. I floods. iuck,shallowt I4x---------------!Excess humus, 1EXCess humus, Wavorable------IPoor outlets, [Not needed-----INot needed. I seepage, I seepage, I I excess humus, I I I I I hard to pack. L I floods. I I 4arragansett.- I NaB, NaC­------[Slope, IPiping, No water.:----- -_]Not needed-----jSlope, Islope, seepage. I erodes easily. ! I I erodes easily, ( erodes easily, I See footnote at end of table, I HAMPDEN COUNTY, MASSACHUSE77TS, CEN7TLAI PART 161 TABLE 12.--RECREATIONAL DEVELOPMENT--Continued name and Camp areas Picnic areas E Playgrounds Paths and trails p symbol sville: IModerate* ISlight---------------lHoderate: IModerate, I large stones, I I slope, I large stones. I percs slowly. I I large stones, I I I parts slowly. I 1 1 1 IModerate: IModeratet ISevere: I Mod erate: slope, I slope. I slope. I large stones. large stones, percs slowly. ISevere: ISevere- ISevere; IModerate: I slope. slope. I slope, I slope, large stones, ------------------I Severe ;Moderate: ISevere: ISevere: I large stones. a large stones. I large stones. large stones. t-----------_—_-;Severe: [Moderate. ISevere: [Severe: I large stones. I slope, slope, I large stones. large stones. I large stones. I -ISevere ISevere: 13evere: (Severe: slope, I slope. I slope, I large stones. large stones. large stones. I Iae, I ----------------tSlight---------------ISlight---------------ISlight---------------ISlight. I I I I -------------------*Slight---------------ISlight---------------t Moderate: ISlIght. slope. ­lModerate: IModerate: ISevere: ISlight. 'I slope. I slope, I slope. I --------------- sev ISevere; !severe: ! ere: IModerate: I slope. 1 slope, slope. I slope. - uk: -------jSlight---------------ISlight-------­----­IModerate: ISlight. slope. I I t----------------ISevere: )Moderate: 15evere: ISevere: I large stones. I large stones. I large stones. I large stones. I I I I ISevere: ]Moderate: Iseveret [severe: I large stones. I slope, I slope, I large stones. large stones. I large stones. I I k, deep: I I I I ISevere- !Severe: Isevere: ISevere; I wetness, I wetness, I wetness, wetness, floods, I floods, I floods, floods, excess humus. I excess humus. I excess humus. I excess humus. shallow: ,_----.,_--_-,------;severe: ISevere: ISevere: ISevere: I wetness, I wetness, I wetness, I wetness, I floods, I floods, I floods, I floods, I excess humus. I excess humus. I excess humus. I excess humus. I I tgansett, I I ------------------ISlight---------------18light---------------[Moderate: 16liGht. I I I slope. -----------------IModerate: ;Moderate:- [severe: [Slight. I slope. I slope. I slope. I I I I I ,See footnote at end of table* HAMPDEN COUNTY, MASSACHUSE , CENTRAL PART 171 TABLE 1 .--WILDLIFE HABITAT POTENTIALS--Continued I otent i for habitat ele ants 9 oton ial as Ira !tat or__' Soil name and I Grain gasses] Mild ! Hard- k Coni.f- I Shallow! Open- Wood- i Wetland map symbol k and I and I nerba- ! wood I erous I Wetlands water ] land I Land I vild- I seed I legmesl ceous i trees 5 plants I plants areas i wild- I wild- I life -ccoes I plants - Ludlow: LxC---------------IVery IVery IGood 10ood ]Good Ivory IVery IPoor IFair Ivory I poor. I poor. I I I I poor. I poor, i I ] poor.. I I Meckesville: I I ] I ] MaB---------------IFair IGood IGood IGood IGood 1 Pour !'Very IGood ]Good IVery I I I 1 I poor;, I I poor„ Mac-----»------ --!Fair !Good IGood Wood Good IVery IVery !Good IGood Ivory a poor. f potar poor, MaD--__--- _-- ®_IPoor' IFair IGood 'Good IGood IVery IVery IFair IGood Ivery I I 1 I poor. I poor.; I I I poor. MbB--------------w--every IPoor IGood ]Good Good (Poor Ivery IPoor 'Good IVery I poor. ] ! I i poor:. I I poor. MbC MbA----------IVery IPoor IGood 'Good !Good IVery Ivory IPoor IGood Ivory I poor. 1 1 ] i I poor. I poor. I ' ! poor. Mob---------------IVery !Very IGood IGood ]Good IPoor !Very IPoor IFair ]very I poor. I poor, I I ! I " poor. I I I poor', I i MoC MOD----------IVery ]Very IGood' IGood IGood IVery IVery IPoor ]Fair ivory I poor. 1 poor. I i ' I poor. r poor. I I I poor, I I i I I 1 Merrimac: MeA, Meg, 3MeC-----IFair IFair (Fair' IFair !Fair Ivory 'very IFair IFair IVery I 1 I I I poor. I poor. I I i poor, I I I I MeT?>____....-.,____a-IPoor IFair IFair !Fair" IFair !very Ivory IFair IFair IVery I poor. 'I poor. 1 1 ] poor I ! I ! I ] ] 1 I Montauk: I i i I ] I MmH---------------IFair IGood IGood IGood I Good IPoor !Very !Good IGood Ivory I I I I" poor.; I 1 1 poor, MnB---------------Ivory IVery IGood IGood IGood IPoor IVery IPoor !Fair Ivery I poor. I poor. I I ` I poor., poor;. ] ! i I MnC---------------[Very IVery [Good IGood IGood' IVery !very !Poor IFair Ivory I poor. I poor. i ; ! k poor. 1 poor-, I ' ! poor. Muo"oeep I Mu------- ----.-_�-Ivery IVery IPoor IPoor I Poor IGood IGood Ivery IPoor IGood. I poor. I poor. I j i i poor. 1 i ' I Muekashallow: I I i I I I I ! I I Mx-----------------very IVery V.or IPoor [Poor IGood '!Good IVery IPoor IGood. ! poor. I poor. I I I i k k poor. I a I I I I I Narragansett: Nab-------_----,---IFaiir IGood IGood IGood IGood 1poor ]Very 'Good IGood IVery poor, poor. i I I I I I I I Na --------------- IGood IGood 10aod IGood !very IVery IGood (Goat! !glory poor. i poor. I I poor. NbB--------- ]Poor !Good IGood IGood IPoor IVery ;Poor IGood Ivery I poor. ! I I I poor. I i I poor. I Nb --------------- ]Poor IGood IGood !Goad !Very IVery !Poor IGood ]very ! poor. I ] i poor. poor. poor, i I I I NOS---------------IVery I Very IGood )Good IGood IPoor Ivory !Poor IFair Ivory ' poor.Poor. I or. I I k I poor, I I I poor. I I See footnote at end of table. r 192 80IL 81URVEY TABLE 14.---ENGINEENING PROPERTIES AND CLASSIFICATIONS—Continued 1 1 1 la A,+C"aticn _IFrag 1 Percentage passing I 1 plas- Soil name and 11.1epthl USDA texture I I Iments I sieve aMmber-- ILiquid I ticity map symbol I 1 1 Unified I AASHTO Iy> 3 1 4 $nchp 10 1 40 1200 1 limit I index I I 1 1 1 1 I P I Montauk; I I 1 1 1 1 1 I 1 I I MmB---------------1 0_7 Dine sandy loam IML, SM IA-4, A-21 0 190-100185-95 155.90 130-85 1 10-25 1 2-4 1 7-221Fine sandy loam ISM, ML 1A-2, 1 0-5 140-100185-95 155-90 130-85 1 �20 1 NP-4 I 1 , 1 A-4 I I 1 , 122®6otLoamy fine sand,;ISM, SP-SMIA-2, 1 5-10 190- 100180-95 130-70 1 5-40 t <15 I NP-2 I I loamy coarse I I A-1 1 1 1 1 I I I sand, gravelly 1 1 A-4 I I loamy sand. I 1 I 1 I MnS, MnC----------1 0-7 tExtremely stony 1SM, ML 1A,-1, 1 5-25 170-100155-75 135-70 120-55 1 <20 1 NP-4 I I fine sandy j 1 A-2, 1 1 t I 1 ( 1 I I loam, t 1 A-4 I 17-22IFine sandy loam ISM, ML IA-2, 1 0-5 190-100185-95 155-90 135-85 1 <20 I NP-4 I I I I A-4 I I I I I I I 122-60IGeavelly loamy ISM, SP-SMIA-1, 1 5-10 190-1001bo-95 130-90 1 5-40 1 <15 1 NP-2 I I sand, loamy I 1 A-2, 1 1 I 1 1 1 l I I tine sand, 1< 1 A_4 1 I 1 1 t t 1 I I loamy coarse I sand, 1 Maack®deep. I 1 I I 1 I 1 I 1 1 I Mu----------------I 0-60ISapric material IPt 1A-8 I 1 I I t 1 Maack,steal low; I I I' I I I i I I A 1 Mx----------------I 0- 01Sapric material jPt IA-8 130-6014ariable--------I I 1 1 1 I I t I I P 1 Narragansett; I 1 I I 1 1 t I 1 1 l MaB, NaC----------1 0-8 1Uery fine sandy tML, SM, 1A-4 1 0-5 190-100185-`95 175-95 t40-65 1 <35 1 NP-6 1 I Loam. I CL_ML I I 1 I I I I I 18-28IS£lt loam, very IML, SM +A_4 1 0.-5 190-100175-95 165-95 140-85 1 <35 1 NP-4 1 1 fine sandy I 1 loam, loam, 128-60IGraveily coarse ISM„ SP IA-1, A-21 5-15 155-80 150-70 �20-60 1 2-35 1 - - � NP I 1 sandy loam, 1 1 1 I 1 1 1 1 1 I 1 gravelly loamy 1 1 I I 1 I I 1 1 I I sand, sandy 1 1 I 1 1 1 1 1 1 Loam. I f 1 I 1 1 I l 1 Nbb, Nb ---------- 0-8 1Very stony very IML, SM, IA-4 1 5-20 19U-100185-95 175-95 140-65 1 (35 1 NP-6 I I fine sandy t CL-ML I 1 1 1 I I loam. I 1 1 1 i I I I I 6-2618ilt loan, very IML, 5M IA-4, 1 0-�15 190-�100175-b5 165-85 140-75 1 <35 1 NP-4 1 1 fine sandy 1 1 loam. 1 128-601Gravlly coarse ISM, SP IA'-1, A-21 5-15 155-80 150-70 I20-60 t 2-35 t -- - 1 NP I I sandy loam, I 1 1 1 I 1 1 t I I 1 sandy loam, 1 I gravelly loamy I I 1 I I P I 1 t 1 1 sand. 1 I 1 1 1 1 1 I 1 1 I I I 1 1 1 t 1 1 1 NcB, NeC, NcD-----1 04 (Extremely stony IML, SM, 1A-4 125-3 190-100I85-95 175-95 140-65 1 <35 1 N2-6 I I very fine sandyl CL-ML 1 1 I I 1 I 1 I I I loam. I 1 1 1 I 1 1 1 1 18-281Silt loan, very IML, Sh IA-4 1 5-15 190-100175-85 I65-85 140-75 1 <35 1 NP_4' 1 1 fine sandy I I I I I I I I 1 1 1 loam. I I I I 1 128-601Gravelly coarse ISM, SP 1A-1, A-21 5-15 155-80 150-70 120-60 1 2-35 1 --- 1 NP I I sandy loam, I 1 I I I I 1 I I I 1 gravelly loamy 1 1 I 1 I 1 1 1 1 1 sand, sandy t loam. I 1 I I 3 1 I ! 1 f 1 1 I I I 1 I See footnote at end of tattle,. AMPD N COUNTY, MASSACHUSE77S, CENTRAL PAIN 191 TABLE 15,.-_PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued f I I Available$ I Shrink-- I_ Risk of eorros�ran nave and 1 Depthl Perm ea- I water I Soil 1 swell f Uncoated I Er�asson symbol I billty I capacity � reaction I Ctoru- I potential[ steel ` Concrete l K 4 T - 1 _n I In fir I In/in I F I 1 aw; --_- __--_f 0-5 1 0,6-2.0 10.11-0.28 1 4.5-5.5 wLow-------1Low ----Nign------1 0.24 l 3 1 5-24 1 0.6-2.0 10.0 -0.24 1 4.5-5.5 ILow-------ILow ----[Hi h 3 t I24-60 1 C0.2 10.0 8- .1 t 5.1-6.0 fLow--------iLow 1High ---« 0.1 - ---- ---I 0-5 1 0.-6-2.0 10.11-0.26 1 4. -5.5 ]Low - ---. - a # 5-24 1 0.6-2.0 10.0 -0.24 1 5.1-5.5 ]Low ----- ILow Jbigh h --1 0.17 1 124.-60 1 0.2 10-Ott-0.12 1 5,I-6.0 fLow-------!Lori-------i igh------C 0.17 f j, LxC----------t 0-5 0 6-2.0 10.11-0.2d 1 4.5-5.5 ILow-------fLow-------Nigh------f U.1 f 1 5-24 1 .6-2.0 111.m - .24 1 5.1-5.5 I Low..__-_--f Low ----j High -----f 0.4 1 124-60 1 {0.2 10.08-0.12 1 5.1-6.0 ILow,-------ILow ---.-IHigh ---1 0.17 1 Ville, I I I I I I i I I MaC, MaD----_i 0-6 f O,b-2.. 10.1 i-0.18 14.6-.5 f tscaw-------!Low--,----I Higb-_----1 0.32 1 4 1 6-19 10 6-2.43 10.12.0.16 14.6-5.5 I Lcaw-------I Low-_--------I High---_--f 0.28 119-60 1 0.2-0.6 10.08.0.12 1 4.6-5.5 ILow-------IModeratb IHig ------ 0.28 3 I MbC, MOD-----I o_8 10:6-2. 10.12-.0.16 1 5.6- .0 1 Low-------Mow-------!High---- -i 0.32 1 4 1 8-19 f 0.6-2.0 10.10-0.14 1 .6-5.0 ILow-------!Low-------!High ---I 0.28 f 119-6o 10.2-0.6 10.08-0,12 1 3.6-5.0 ]LOW-------I Moderate 1 igh---_-- 0.2b1 I I 1 1 1 1 1 1 I McC, McD-----1 0-6 1 0.6-2.0 10.10-0, 14 1 3.6-5.0 ILow-------]Low ----IHigh ---1 0.32 1 1 B-19 0.6-2.0 10.10-0.14 1 3.6-5.0 jLow----,-_-ILow-------Nigh ---1 0.28 1 119-60 10.2-0.6 10.011-0.12 1 3.6- .0 ILow-------IModerate 1Hig -----,-1 0.26 1 Wrimao: KeB, ,MeC, McU1 0-7 1 2.0-6.0 10.12-0.1 1 3.6-5.5 I Low+-------j Low --Wigh --1 0.17 1 3 1 7-15 1 2.0-6.0 10.10-0.18 1 .6-5.5 !Low -----ILow ---fHig --1 0.24 1 1 15-26 f 6.0a-20.0 10.07-0.14 1 3.6-.5 I Low-------1 Low ----1 High------1 0.17 1 126-60 1 6.0-20.0 10.01-0.08 1 3.6- .5 [Low- -ILow- - -IHigh- -1 0.17 I ontauk: I I I 1 1 1 I B---------------1 7 1 0,6-6.0 10.1 . 0 6-02 ' 3,6-5.5 !Low- -ILow -� - 1 High »1 0,43 7- 1 3.6-5,5 ]LOW -_-__---_-ILow - --1Hi h _4 0.24 122-60 10. 6-0,6' 10.02-0.08 1 - 1 3,6-5.5 !Low l4�sgr, I t 1 1 1 i 1 I I I MnS, shnC----------1 0-7 1 0.6-6.0 10.11-0,15 1 3.6-5.5 ILow-------!Low - -1High ---1 0.28 I 3 1 7-22 1 0.6-6.0 10,10-0.16 1 3.6-5.5 !Low-------!Low-------11High ---1 0.2tr j 122- 0 10.06-0.6 10.02-0.16 1 3.6-5.5 ILow-------!Low-------IHigh------1 0,24 I Udeep: [ I I I I I I I 1 .su----------------1 0-60 1 0.6-20 10,1b-0.30 13.6-6.5 1 Low-------lRigh------IHigh------1 -- ck,shallow: I I 1 1 1 1 I 1 I x----------------1 0--330 1 0.6-20 10.18-0.30 1 3.6- 6.5 ]Low-------Ifligtt ---- I High------I _-- I --- 130-60 i 0.6-20 1042.-0.18 1 4.5^-6,5 I Low-- -_--I High--- --[High------I I I Narragansett: I f I I I IMaN ab, NBC----------1 0-8 1 0.6-2.0 10.14-0.20 1 4.5- .5 ]Low-------[Low --IModerate 1 0.32 1 1 B-28 1 0.6.2.0 10.17-0.24 t 4.5-5.5 1Lov ------ILoR ---IModerate 1 0,43 1 128-50 I 2.0-20.0 10.08-0.16 1 4.5-5.a I Low--;-----I Low------_1 modera to 1 0.28 1 1 I 1 1 1 1 1 I NOB NIC----------1 0-8 1 0 6-2.0 10,12-0«18 1 4,5-5,5 ILaw---- ---ILow---- --!Moderate 10,32 1 3 1 - 6 1 0.6-2.0 10-17.0.24 j 4.5-5.5 ILow-------ILow -----!Moderate 1 0.43 1 128-60 1 2.0-20 10.08-0.16 1 4, --5.5 [Low-------ILow - --!Moderate 1 0.26 1 NoB,, NcC, NOD-----1 0-8 1 0.6-2.0 10,10-0.16 1 4.5-5.5 ]Low-------ILow-------IModerate 1 0.32 1 3 1 b--28 I 0.6--2..0 10.17r--0.24 1 4,5-5.5 )Low-------I Low-------I Moderate i 0.43 1 128-60 1 2.0-20 jo.ob-0.16 1 4.5-5.5 1Low�-------1LOw ----]Moderate 10,a Ninigret: I I 1 1 1 1 1 I 1 Ng----------------1 0-10 1 2..0-6.0 10.13-0.20 1 4.5-5.5 ILow-------ILow ----]High ----1 0.26 1 3 110-31 1 2.0-6.0 10.10-0.18 f 4.5-5.5 fLow-------ILow-------IHig------1 0.43 1 131a-60 1 64-20 10-02-0-13 1 4,5-5. !Lowy_----_-ILora-------!High------l 0.17 1 Paxton: I I I I I --_ 1 i I I Pah, PaC- ---------1 0-6 10.60-6.4 10.13-0.20 1 4.5�-5.5 [Low-------ILow -IModerate 1 0.24 1 i 6-30 10.60-6.0 10,10-0.18 1 5.1-6.5 ILow-------ILow ----IModerate 1 0.43 1 130-60 10.06-0.6 10.06-0.12 1 5.1-6.5 ILow-------ILow-------1Moderate 1 0.17 1 I I I I I 1 1 1 1 Pbb, FbC, 0-6 1 0.-6-6.0 10.10-0,18 1 4.5-5.5 ILcaw-------ILow ----IModerate 10.26 1 3 1 6-30 1 0.6a-6.0 10.10-0.16 1 5.1.6..5 ILow-------ILow-------1Moderate 1 0.43 1 130-60 10.06-0.6 10.0-0.12 1 5.1-6.5 ILow-------ILow ----1Moderate 1 0.17 1 I I 1 [ PcB, PoC, POD-----I 0-6 10.670-6.0 10.05-0.15 1 4.5-5.5 1 Low-------JLow ----IMcderate 1 0,24 1 3 1 6-30 10.60-6.0 10.10-0,18 1 5,1-6. ILow-------ILow-------thod rate 1 0 4,3 1 130-60 10.06-0.6 10,08-0.12 1 5.1-6.5 fLow-------[Low-------IMod rate 1 0.17 1' See footnote at end of table. 196 SOIL SURVEY TABLE 1 .--SOIL AND WATER FEATURES--Continued 1Hydro-I E3; odipr H &?�-aatcr gable Bedrock $oil name and I logic( I ;- I i ��- _- ! aEa ntial reap symbol Igroup 1 F'requenoy I "duration ;Months I Depth 1 Kind !Months i, Depth i Hard- ; frost ,.� ------- 1 i....._--�—t d.�;::., 1,:�._,,,.�1 ti4s9 ! 2kotiC,a'1 �+ ii. 1 k 1 I `t I i P tl k Charlton, ! 1 1 I I f 9 ICrc. ! 1 I ! 14 Hook outcrop 1 I I I I I part. t ! ! 1 I ! ! 1 Hollis part----! CID !None--------1 1 1 )6.0 1 __�. I -.- ! 10- 0 Nard !Moderate; 1CrD: Charlton part--I 'B !None--------I __ ; __- I >6.0 1 >60 I !Low. Rook outcrop I I ! I I ! pert,: l 1 1 I — L. ! —® ! 1 I I Hollis part:-"--! CID ;None--------! a - ! >6.0 a !i - 10-20 'Hard lModerat$. Deerfield;- I !1 { I Do------------ --I E INdne-------- 1 --� ; -W� 11.D-,•0IApparentlDeo-Apra >6�t ! �-= !Moderates« Eldridge; I ! 1 I ! ! 1 ! EdD--------------1 C !None--------I -- I --- 11.0-2.0lApparentiJan-May! >60 1 --_ !Moderate. $ EnIleld3 EnA, EnB, EnC----I H ;None----_---F - 1 --- ! >6.0 1 -- 1 --- 1 >60 ! -*- !Moderate ! I I I y I q p ! P Enosburg: Es---------------1 D !None--- ----1 -_ ! --- 10.5-1.01Apparent,'Nov-Mayl >60 I -.-- IModerate. E ! I I I I k k k Gloucester: GfB--------------I A !None--------1 --- I - r >6,0- I __ ! -_- 1 >60 !Hard ',Low. GhB, GhC, GixB l GXC, GXD --------I A !None--------1 - ! -_ 1 >6.0 I ! --_ I >60 ! - !Low. ! 1 I I 1 I ! 1 1 I Hadley: ! I 1 ! ! ! ! I ! ! He, HbA, HbB- ---I B !Common >60 ! -= IHigh. k I 1 1 I 1 � I ! Hinckley: HSA, Hg8, HgC k ! ! ! ! ! ! 1 ! ! ! H D, H E---------I A 'None--------1 _-4 1 __ 1 >6.0 1 --- 1 - _ 1 >60 1 - !Low. Holyoke ! ! ! 1 r ! HOB, HOC--------- C/D !None--- ----a -- pI --- I >6.0 1 _-- 1 - - 11b-20 !Hard IModerate, 1 HrC; ! 1 1 ! 1 1 I 1 I7 1v Holyoke part---! C/D !None-- -----1 - -, l -- ! >6= I --- 1 11G-20 !!lard !Moderate. Rock outcrop ! I ! ! ! ! ! ! ! I part. p Limerick:' Lk---------------I C IFrequent----lBrief---_-!Apr-Jun10.5-1. IApparentlJan-Jeer,! >60 I - IHigh. Ludlow: 1 1 I I ! ! 1 I ! ! Ltd , Lw , LxB, 1 I l ! 1 1 1 ! ! LxC--------------1 C !None--------1' --- I -- !1.5-2.0'$Perched l Nov-Apr� >60 ! 1 I I I 1 Meekesville; MtaB, MaC, Ma,DI I MOB, MbC, MbD,,, ! MOB, M C, Mob----I C !None-- -----1 - I - 12.5-3.51Perched !Nov_Aprl >60 ! !Moderate. Merrimac; I ! ! 1 ! I 1 ! I ! MeA, MeB, M+eC MeD--------------I A None--------1 --- 1 --- I >6.0 I - ! __ 1; >60 1 --- ILow« k r k 1 1 I k e k Montauk MmB--------------I C !None- -----1 __- I , 2-3 IPerc ed !Apr-May! >60 1 -- !Moderate See footnote at end of' table. I ,A:MPD N COUNTY, MASSACHUSETTS, CENTRAL PART" 19 TABLE 17.--CLASSIFICATION OF THE SOILS ,lAn asterisk in the First:t eolumn indicates a taxad'unct to the series. See text for a description of these. characteristics of this taxadjunct that are outside the range of the aeries) Soil nama> i Family or higher taxonomic class Agawam----------------- --I Coarse-loamy over sandy or sandy skeletal, mixed, mesic Typic Dystroohrepts Amostown------------------I Coarse-loamy, mixed, mesic Typic Dystrochrepts *Belgrade -- - ---I Coarse-silty, mixed, mesic Aquic Dystric Eutrochrepts Brimfield - --- ---I Loamy, mixed, mesic Lithic Dystrochrepts *Broadbrook-------a---------I Coarse-loamy, mixed, mesic Typic Fragiochrepts Brookfield---------------- Coarse-Loamy, mixed, mesic Typic Dystrochrepts'. Buxton Variant------------; Coarse-silty over clayey mixed, mesic Aquic Dystrochrepts Carver----------------- --I Mixed, mesic Typic Udipsamments Charlton---- --- - -- Coarse-loamy, mixed, mesic Typie Dystrochrepts Deerfield a--- --- ----a Mixed, music Aquic Udipsamments Eldridge--------------------- Sandy over loamy, mixed, nonacid, mesic Aquic Udorthents Enfield--- ------------ --I Coarse-silty over sandy or sandy-skeletal, mixed, mesic Typic Dystrochrepts *Enosburg -- -- ---I Sandy over loamy, mixed, nonacid, frigid Mollie Haplaquenta Gloucester - --; Sandy-skeletal, mixed, mesic Typic Dystrochrepts Hadley -_--_ --- ---1 Coarse-silty, mixed, nonacid, mesic Typic Udifluvents Hinckley --- --- --; randy-skeletal, mixed, mesic Typic Udorthents Hollis-------------------- Loamy, mixed, mesic Lithic ,Dystrochrepts Holyoke --1 Loamy, mixed, mesic Lithic Dystrochrepts Limerick -- --I Coarse-silty, mixed, nonacid, mesic Typic Fluvaquents Ludlow--------------------I Coarse-loamy, mixed, mesic Typic Fragiochrepts; #Me 'ke ville---------------; Fine-loamy, mixed, mesic Typic Fragiudults Merrimac-- ------------ --f Sandy, mixed, mesic Typic Dystrochrepts Montauk Y----- -- ---a Coarse-loamy, mixed, mesic Typic Fragiochrepts Muck,deep-----------------I Typic Medisaprists: Typic Medihemists: Fibrin Medisaprists Muck,shal low--------------I Terric Medisaprists, Terris Medihemists Narragansett------------------ Coarse-loamy, mixed, mesic Typic Dystrochrepts Nlni 'ret----------------- , Coarse-loamy over sandy or g -` y sandy-skeletal, mixed, sssic Aquic Dystrochrepts Paxton - - --i Coarse-loamy, mixed, mesic Typic Fragiochrepts Peat-- -- -_ --; Typic Medifibrists; Hemic Medifibrists Podunk--------------------k Coarse-loamy, mixed, mesic Fluvaquentic Dystrochrepts Pollux--------------------1 Coarse-loamy, nixed, mesic Typic Dystrochrepts Raynham--- --------;---- -_I Course-silty, mixed„ nonacid, mesic Aerie Hoplaquepts Ridgebury-----------------I Coarse-loamy, mixed, mesic Aerie Fragiaeuepts Rumney--------------------1 Coarse-loamy, mixed, acid, mesic Typic Fluvaquents Saco Variant--------------, Coarse-silty, nixed, nonacid, mesic Aerie Fluvaquents ;cantic Variant-- _--- ---; Coarse-silty over clayey, mixed, nonacid, mesic Typic Haplaquepts -Scarboro-- ---------------; Sandy, mixed, mesic Histic Humaquepts Scituate � --, Coarse-loamy, mixed, mesic Typic Fragiochrepts Sudbury - --1 Sandy, mixed, mesic A uic. Dystrochrepts Suncook-------------------1 Mixed, mesic Typic Udipsamments Terrace escarpments-------I Typic Udorthents Unadi'lla------------------; Coarse-silty, mixed, meale 'Typic Dystrochrepts Wareham-------------------a Mixed, mesic Mollie Psammaquents Wethersfield---- ---------I Coarse-loamy, mixed, mesic Typic Fragiochrepts Whitman---------- --------; Coarse-loamy, mixed, mesic Typic Fragiaquepts *Wilbraham-----------------; Coarse-loamy, mixed, mesic Aquic Fragiochrepts Windsor --- - --1 Mixed, mesic Typic Udipsamments Winooski---- -- --I Coarse-silty, mixed, nonacid, mesic Aquic Udifluvents Woodbridge----------------I Coarse-loamy, mixed, mesic Typic Fragiochrepts aua�xrrxw rr�- z�s=az�lxz Varwsse Hangen Brustlin,-Inc. Appendix C Hydrological Analysis 1 1 f C\Documents and Settings\emelle\Local Settings\Temporary Internet Files\OLKB5\Drainage Report White Water.doc Vanasse Hangen Brusthn,Inc. Hydracad ,analysis, Existing Conditions t;ADocuments and Settings\emelle\Local Sett ngs\Temporary Internet Fifes\OLKB5\Drainage Report White t ater.cloc D10 Vi 1 000 I J Drainage Area 10 Off-Site be Fl Bch [LiJnl Draina a Di rare for EX � Prepared by(enter your company name here) 10/2612005 HydroC T.OD OO12 01 led M!Cr" steer ysl 's } Vanasse Hang,en;Brusthn,Inc. 2-Year Storm Event Existing ADocuments and Settings\emeLle\Local SettngsWempurary Internet Files\C]LKBS\Drainage Report White Water,doc EX Type III 24-hr Pump-®2 Rainfall=3.001, Prepared by (enter your company name here) Page H dro A 7.00 /n 0 1 3 1986-2003 Applied Microcom2uter Systems, 12/26120 Time span=5.00- .00 hrs, dt .05 hra4 301 points Runoff by SCS TR- O method, UH=SCS Reach routing by Stor-Ind+Trails method - Pond routing by Star-Ind method Subcatchment DI0 Drainage Area 10 Runoff Area=75,746 sf Runoff Depth=1.86" To=5.0 ruin Cf =90 Runoff=4.03 cfs 0.270 of Reach x1000 -Site Inflow--4.03 cfs 0.270 of Outflow=4,03 cfs 0,270 of Total Runoff Area= 1.739 ec Runoff Value -0.270 of ,Average Runoff Depth 1.8 " EX Type 11124!-hr Hame-02 Rarnfal1=3.00,, Prepared by{enter your company name here} page HydroCADO 7.00 s/n 001234 01 85-2003 6pplied Microcomputer com uter System 10/26/2005 Subcatchlment D1€ : Drainage Area 10 [49] Hint-, Tc< dt may require smaller dt Runoff' = 4.03 cfs @ 12.07 hrs, Volume= 0.270 af, Depth 136" Runoff by SCS TR- 0 method, UH=SCS, Time Sparc=5.00-20,00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall= .00", Areas QN Description 12,087 70 Brush, Fair, HSG 12,281 79 54-75%Grass'cover, Fair, HSG C 51,378 08 Pave/Buildings 1 Water' 75,745 90 Weighted Average Tc Length Slope Velocity Capacity Description min feet f�ft ffse cfs 5.0 Direct Entry, Minimum Sub catchment D10: Drainage Area 10 Hydrogra h µ a Runoff a:a,3 ors , Rainfa[F.3.00" Runoff " plume=0.2?0J of ' Runoff D pit t=1. '0 min CN=9a ,6 7 13 9 10 11 19 13 14 15 16 17 18 19 20 Time (hours) EX Type III 24-hr Hamp-02 Rainfall=3.00" Prepared by (enter your company name here) Page 4 droCA 7.0 s n 001234 C 1986-2003 Applied Microcomputer.5 stems 1 Q126120 Reach x1 0 : -Site [401 Hint: Not Described (Outflow-Inflow) Inflow Area 1.739 a , Inflow Depth = 1.86" for Hamp-02 event Inflow r 4.03 cfa @ 12.07 hr , Volume= 0.270 of Outflow 4,03 cfs @ 12.07 firs, Volume= 0.270 af, Atten= 0%, Lags= 0;0 min Routing by Suer-Ind+Trans method,Time Span= 5.00-20.00 hrs, dt=0.05 hra Reach x1000: Off-Site Hydrograph 0 Inflow ,a E outflow - Inf bw ,Area=1 .7 9 'c 4 } x 102' ra i r r 10 I'll 12 13 114 45 16 97 18 19 20 Time (hours) Vanasse Hangen Brusthn,Inc. 10-Year Storm Event - Existing f CADocuments and settings\ernelle`Local settings\Temporary Internet Files\OLKBa\Drainage Report White Water-doe EEC Type 111 4-1tr Harrmp-1 Q Rainfall=4.601, Prepared by (enter your company name here} Page 5 H dro+ ADO 7.00 On 001234 Q 1 86-2003 Applied Microcomputer Systems 1t�12�J24 Time span=f .00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by SCS TR- 0 method, UH=S S Leach routing by Stor-Ind+Trams method . Pond routing by St r•Ind method: Subcatchment Q10 Drainage Area 10 Runoff Area=75,746,sf Runoff Depth=3. 0" Tc-6.0 min CN=90 Runoff=6.94 cf 0,478 of Reach x1 p00 Off-Site Inflowr=6.64 cts 0.478 of Outflow=6.94 cts 0.478 of Total Runoff Area 1.739 ac Runoff Volume =0.478 of Average Runoff Depth -3.30" t EX Type I//24-hr Hamp-10 Rainfall--4.60V Prepared by(enter your company name here) Page 6 HydroCADO 7.00 stn 001234 01986.2003 Applied Microcomputer Systems --10/26/2005 Subcatchment DIO: Drainage Area 10 [49] Hint: Tc<2dt may require smaller dt Runoff 6.94 cfs @ 12.07 hirs, Volume= 0,478 af, Depth= 3.30- Runoff by SCS TR-20 method, UH=SCS, Time Span=5.00-20.00 hirs, dt=0.05 hrs Type III 24-hr Hamp-10 Rainfall=4.60" Areas CN Description 12,087 70 Brush, Fair, HSG C 12,281 79 50-75%Grass cover, Fair, HSG C 51,378 98 Pave/Buildin2s/Water 75,746 90 Weighted Average Tc Length Slope Velocity Capacity Description min (feet) (Yft (fi/s2c fs) ._I l �L_ 5.0 Direct Entry, Minimum Subcatchment D10: Drainage Area 10 Hydrograph Type III 24-her Hamp-10 Raftifeilb--4.60' 6- Rtinoft Ar.ea-;-75,746,-sf :Runoff Nolume-0.478-af Runoff Depth".3.30" 4 Tc=5iO min 3. CN=90 0 5 1 12 13 14 6 15 16 17 18 19 20 'time (hours) EX Type tl 24- r Hamp-10 ' r ��- . " Prepared by(enter your company name here) Page 7 H droCADO 7.00 sln 001234 0 1986-202aApelied Microcom titer g stems 1212§2005 Reach 1000: tiff-Site [40) first; Not Described Outflow=Inflow) Inflow Area. 1,739 ac, Inflow Depth= . 0" for Flamp-10 event Inflow 6.94 efs @ 12.07 hrs, Volume= 0.478 of Outflow 6.94 cfs @ 12.07 hrs, Volume= 0.478 af, Atten=0%, Lag=0.0 rain Routing by Stor-Ire -rTrans method, Time Sparc= 5.00-20,00 hrs, dt=0.05 hrs Reach x1 000. Off-Site Hydrograph P ip,irrllp�+ F In IQ ; rea=113 ac r 3 2 X 4 d d ✓ . 5 5 7 ,. 8 9 i€1 11 12; 13 14 is 18 17 18 19: 20 Time (hours) VM Vanasse t4angen Brustlin,Inc, 100-Year Storm Event - Existing ADocuments and Settings\emelle\Local Settings\Temporary Internet piles\OLKB5\[drainage Deport White Watersdoc Eft Tape 111 4- f M'amp-10 Ralnfal166.50" Prepared by (enter your company name here) Page 8 H dro ADO 7.00 s1n 001234 01986- 403 A lied Microcom uter Systems 10126/2005 Time=span=5,00- 0.00 hrs, dt=0.05 hrs, 301 points Runoff by S S TR- 0 method, UH=SCS Reach routing by Stor-Ind+Traits method . Pond routing by Stdr-Ind method Subcatchment DIO Drainage Area 10 Runoff, rea=7 ,7 6 sf Runoff D pth= . 1, Tc=5.0 min CN=90 Runoff=10.37 cfs 0.731 of Reach x1000: tiff-Site Inflow--1 .37 ofs 0.731 of Ou flow=10.37 cfs 0.731 af' Total Runoff Area 1.739 ae Runoff Volume—0.731 of Average Runoff Cepttt EX Type III 24-hr Hamp-100 Rain aff=6.50" Prepared by{enter your company name here) Page 9' H droGADO 7.00 sln 001234 Q 1936-2003 Applied Mi rocom titer S stems 10/26 2005 Sub catchment D10: Drainage Area 1 (491 Hint: Tc<2dt may require smaller dt Runoff = 10.37 cfs 0 12.07 hrs, Volume 0.731 af, Depth= 5.04" Runoff by SCS TR-20 method, UH=SC , Time Span=5.00-20,00 hr , dt=0,05 firs Type III 24-hr Hamp-100 Rainfall-6.50" Area f sf) CN Description 12,087 70 Brush, Pair, MSG C 12,281 79 50-75%Grass covet, Pair, HSG C' 51,378 8 Pave/ Buildin s l Water 75,746 90 Weighted Average Tc Length Slope Velocity Capacity Description min feet ft/'ft ft/sec cfs 5.0 Direct Entry, Minimum Subcatchmecnt D1 Q. Drainage Area 10 Hyprograph 11 Ruritlfl M T ►pe 111A4-hrH iiP- O unr ff re 75' 45 Sf Runoff Depth=5. 4`1 LL T "5.0 min 2' " 0 5 6 fk 5 10 11 12 1 14 15 16 17 15 19 20 nrr* (hours) 4 EX Type /B 24-hr Hamp-100 Rainfall=6.50 Prepared by {enter your company name here) Page 10 HydroCADO 7.00 s/n 001234 0 1986-2003 Ap2lied Microcomputer Systems -- 10/2612005 Reach x1000: Off-Site [40) Hint: Not Described (Outflow=lnflow) Inflow low Area 1.739 ac, Inflow Depth = 5.04" for Hamp-100 event Inflow 10.37 cfs 0 12.07 hrs, Volume= 0.731 of Outflow 10.37 cfs @ 12.07 hrs, Volume= 0.731 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method,Time Span=5.00-20.00 hrs, dt=0.05 hrs Reach x1000: Off-Site Hydrograph Inf low'Ar6a=1 .739 6c i 10- T I7' 6 5- 4- 3- E. - 0 11 12 13 14 15 16 17 i4f 19 20 Time (hours) YM Vanasse Hangen'Brustlin,Inc.. Hytlrocad Analysis: Proposed Conditions A Documents and Settings\emeBe\Local 5ettings\Temporary tnternet Files"\OLKB5\Drainage Report White Water.doe D100 - Drainage ra 100 X Off-Site D 2 0 Drainage Area 200 �tbc t fiis l t r1 Ink Drainage Diagram for PR Prepared by(enter your company name here) 10/26/2005 HydtoCADO7.00 sln 0012334 0 I -2003 A40led Mler000mputar"Systems f Vanasse Hangen Srustlin,Inc, -Year Storm Event- Proposed l C:\i3ocuments and Settings\emelle\Local Settings\Temporary Internet Files\OLKB \Drainage Report While Water,doc PR Type M 4R r Hamp-D Rainfall=3. 0" Prepared by (enter your company name here) Page 2 HygroCAD07,00 s/n o01234 01838-2003 Apglied Microcomputer Systems 1' 126/2n0 Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points Runoff by S S TR-20 method, UH=S S Reach routing by Stor-Intl+Trans method Pond routing by Stor-Ind method Subcatchment 0100: Drainage Area 100 Runoff Area=80,578 sf Runoff Depth=1;86- To=5.0 rain CN=90 Runoff=3.23 cis 0.216 at Subcatchment D200: Drainage Area 200 Runoff Area=15,171 st Runoff Depth=1 27" Flow Langth=634" Tc=20.9 miry CN=82 Runoff= .37 cis 0.037 of Reach x1000: Off-Site Inflow=3.38 cis 0.253 of Outflo =3,38 cis 0.253 of Total I;Iury+cff Area- 1.739 ac Runoff Volume-0.258 of Average Runoff Depth _ 1.74 PR Type///24- r Hamp-02 Rain a/1= .000 Prepared by{eater your company name here) Page 8 H droCA 7.00 /n 001234 0 198 -200 A2plied Microcomputer S stems 10128 2005 Subcatchment D100: Drainage Area 100 (491 Hint: Tc<2dt may require smaller dt Runoff 3.23 cfs @ 12.07 hrs, Volume= 0.216 at, Depth= 1.8 " Runoff by SCS TR-29 method, 11H=SCS, Time Span=5,00-20.00 hr , dt=0.05 hrs Type III 24-hr Hamp-02 Rainfall- .DO Area sf CN Description 982 70 Brush, Farr, HSG C 18,386 74 >75%+brass Cover, Good, HSG C 341 89 Gravel roads, HSG C 40,899 98 Paged garkljqg& roofs 60,578 90 Weighted Average Tc Length Slope Velocity Capacity Description min -(feet)_ ftlft ft/saved cf &0 Direct Entry, Minimum Subcatchment D100: Drainage Area 100 Hydrogr ph 0 Runoff 3.13 cis .r Type-11124-hr Hamp-0 Rainfall= .00" Runoff A►raa=50, 78 of Runoff,Vrc lmm =O.a216W f Runoff Depth--1.86" sx4 Tc-5.0 min r r r r 5 6 7 8 9 10 it 12 13 14 15 18 17 18 19 20 r (hours) PR Type!1!24Whr Hamp-02 Rarnfail=3.00" Prepared by(enter your company name here) Page 4 H drop 7.00 s/n 001234 Q 1 86-2003 Awlied Microcomputer Systems 10 2 200 5 Subcatchment D200: Drainage Area 200 Runoff 0.37 cfs @ 12.30 hrs, Volume=- 0.037 af, Depth= 1 t27 Runoff by SCS TR-20 method, UH=SCS, Time Span= 5.00-20.00 hr , d =0.05 hr Type III 24-hr Hamp-02 Rainfall=3.0 " Area CN Description 10,095 74 .75%grass cover, Good, HSG C 5,075 93 Paved `arkin roots 15,171 82 Weighted Average Tc Length Slope Velocity Capacity Description min feet ftlft ft/sec cfs' 18.5 213 0.0200 0.2 Sheet Flown, Sheet flaw/from loading area to yard drain Grass: Short n=0.1 0 P2=3.00" 2.4 421 0.0040 2.9 2.25 Circular Channel (pipe), Pipe Flow from s ale to tie is location t Diann= 12.0" Area=0.3 sf Perim=3,1' r=0.25' n=0,013 20.9 534 Total Subcatchment D200: [drainage Area 200 Hydr graph 04:' L Ruerlf 0.38 . y Type ill 244 0 wimp-r02 0.34z �yyr� ¢r�- y+ RAin1ail 3.0011 0.20.328 x ., a, Runoff Area- 0.26 " 'Runoff-Vol'urn6= .-037a at w 0,24 Runoff Depth_1.27" 3: 02 �±+� Flow Length=6341 T = 'rmi 0-14 0.12 a' 1M!'"a N=' ' i +G, o 0.08 0.06. - - r 0.04 ' 0,02z 5 6 7" 8 9 10 11 12 13 14 1s` 16 17 19 19 20 TJMe (h*Urs {j f PR Type///24- r clamp-02 Rainfall=3.00" Prepared by (enter your company mama here) Page 5 Hydro HydroCAM 7.00 sln 001234 01 80-2003 A122fied Mi rocom uter Systems 19/2612005` Reach x1000: tiff-Site (401 Hint: Not Described (Outflow=Inflow) Inflow Area 1.739 sc, Inflow Depth = 1,7 " for ;Hamp-02 event Inflow _ .35 cf @ 12,08 hrs, Volume-- 0.25 of Outflow 3.33 cfs @ 1 .08 hrs, Volume= 0,253 af, Atten=;0%, Lag= 0.0 min Routing by Star-Ind+Trans method,Time Span=5.00-20.00 hrs} dt=0.05 hrs Reach x100: Off-Site Hydrograph LI Inflow S s 13 oulllow 3Meg IrIfllw .Area-1.7 ac ! , Y 2- 4 ^ t [ t A v t ! . f 4 S w 5 7 s 9 10 71 12 13 14 Is 16 17 1s is 20 Time (hours) Vanasse Hangen Brustlin,Inc. 10- "ear Storm Event- Proposed CA Documents and Settin s\ernetle\Local Settings\Ternporary Internet l iies\OLKB5\Drainage Report White Water.doc PR Type /11 24-hr Hamp-10 Raihfall=4.60" Prepared by (enter your company name here) Page 6 H roCADO 7.00 s/n 001234 0 1986-ZO03 Appfied microcomputer Systems 12OL20Q5 Time span=5.00-20.00 hirs, dt=0.05 hrs, 301 points Runoff by SCS TR-20 method, UH=SCS Reach routing by,tor-Ind+Trans method - Pond routing by Star-Ind method Subcatchment D1 00: Drainage Area 100 Runoff Area=60,578 st Runoff Depth=3.300 Tc=5.0 min CN=90 Runoff=5.55 cfs 0.382 at Subcatchment D200: Drainage Area 200 Runoff Area=15,171 st Runoff Depth=2.53- Flo w Length=634' Tc=20.9 min CN=82 Runoff=0.73 ofs 0.074 at Reach x1000: Off-Site IN low=5.89 cfs 0,456 at Ouff low=5.89 cls 0.456 at Total Runoff Area= 1.739ac Runoff Volume =0.456 at Average Runoff Depth=3.15" FAR Type///24-hr hump-10 RainfaN=4.6011 Prepared b (enter your company name here) Fags 7 Hydro HydroCADO 7.00 sin 001 34 0 198 •2003 Applied Microcorrl 1 ter Syaterns 101261 005 Subcatchnnent DIOO: Drainage Area 100 [491 Hint: Tc<2dt may require smaller dt Runoff 5,55 cfs @ 12.07 hrs, 'Volume= 0,362 af, Depth= 3.30" Runoff by SCS T -20 method, Uri=SCS, Time Span- 5,00-20.00 hrs, dt=0.05 hrs Type III 4-hr Ham -10 Rainfall=4.60" Area sf CN Description 95 70 Brush, Pair, HSG C 13,33 74. > 5%Grass cover, Good, HSG C 341 89 gavel roads, HSG G 40,899 98 Paved Rarking'& roofs 60,576 90 Weighted Average Tc Length Slope Velocity Capacity Description miry feet ftlff fused cfs 5.0 direct Entry, Minimum Subcatchment Q1OO: Drainage Area 100 Hydrograph - t yk Rain alll-4.88" a Runoff A .ea=80,578 sf 4 Runoff'Vo1'um6=0.;382 of C3 Runoffk7ep�thl=3.80'" Tic-5.0 mitt C =9q s . ' S 6 7 6 9 10 11 1 13 14 15 16 17 16 19 20 Time (hours) PR Type ll!24-hr Harmp-10 Rainfall=4.60" Prepared by (enter your company name here) Page 8 droCA 7.00 s/n 001234 @ 1986-2003_Applied Microcomputer S steals j{)12512005 Subcatchment D200: Drainage Area 200 Runoff = 0.73 cfs @ 12.29 hrs, Volume= 0.074 af, Depth= 2.53" Runoff'by SCS TR-20 method, U'H=S S, Time Span=5.00=20.00 hrs, di= 0.05 hr Type ill 24-hr Harnp-10 Rainfall=4.60" Area (sD CN Description 10,096 74 >75%Crass cover, Good, HSG C 5 075 98 Paved parkin2 & roofs 15,171 82 Weighted Average Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs 18.5 213 0.0200 0.2 Sheet Flaw, Sheet flow from loading area to yard drain Cress: Short n= 0,150 P2= 3.00° 2.4 421 0.0040 2.9 2.25 Circular Channel (pipe), Pipe Flow from Swale to tie in location Qum= 12.0" Area=0.8 sf Perim=3.1' r=0.25' n= 0.013 20.9 634 Total Subcatchment D200: Drainage Area 20 Hydrograph O.TS- a3'3 the y° T e III 2+4-hr liar -10 Q7 l a.ss` Ra infall=4.60" 0.55 FRijhdff 0.5 Vo'I'U�ri = *' ?4:91 s .. a;4- Flow Length ' 0.357 0.34 T =20.9 min. 4.G 0 N--8 f 0.154 xi 0.05: 4 5 C 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Tim (hours); j' PR Type 111 24-hr Hamp-10 Rainfall=4.60 Prepared by (enter your company name here) Rage 9 HydroCAMTOO sIn oc12 4 01986-2003 A22hed Microcomputer Systems 1 12005 Reach x1000: -Site [40) Hunt: Not described (Outflow--Inflow) Inflow Area 1.759 ac, Inflow [depth= 3,15" for Hamp-10 event Inflow 5.89 cfs @ 12.08 hrs, Volume= 0.456 of Outflow 5.89 cfs @ 12.08 hrs, Volurnea 0,456 af, Men= 0%, Lag= 0,0 min Routing by Stor-Ind+Trans method,Time Span=5.O0-20.00 hrs, dt=0.05 hrs Reach 1 0: Off-Site Hydrograph a B p lnINDw a. a a Outflow In l w 'Ar a�`1`.7 �i p 5 4 0® 5 6 7 s 9 10 11 12 13 14 1a 16 17 18 19 20 Time (hours) Vanasse Hangen Bnastlin Inc, 100-Year Storm Event, Proposed CA Documents and Settin s\emelle\Local Settings\Ternporary,Internet Files\OLKB \Drainage Report White WVater.doc PR Type lit 24-hr Hamm-f 00 R,ainfall=6.50" Prepared by (enter your company name here) Page 10 HydroCA 7;00 s/n 001234 Q 1986-2003 App!ied Microcomputer Systems 1012f12Q05 a.. Time span=5,00-20.00 hrs, dt=0,05 hrs, 301 paints Runoff by SCS TR-20 method, UH=SCS Reach routing by tor-Ind- Trans method - Pond routing by Star-Ind method Subcatchment Di00: Drainage Area 100 Runoff Area=60,578 st Runoff Depth=5.04 Tc=5.0 min CN=90 Runoff=8',29 cfs 0,584 of Subcatchment D20 : Drainage Area 200 Runoff Area=1`5,171 sf Runoff Depth=4.17" Flow Len ith=634" Tc=20.9 min CN=82 Runoff=1.19 cfs 0,121 at Reach x1000 Off-Site Inflow=8,93 cfs 0.745 of Outflow= .93 cfs 0,705 of Total Runoff area= 1.739 ac Runoff Volume e 0.705 of Average Runoff Depth=4.87" , P I PR Type 11124-hrHamp-100 Rainfal1=6.500i Prepared by(enter your company name here) Rage 11 R droCA 7.00 /n 001234 01985-2223 A tied Microcomputer S stems 1Q126/2005 Su catc rnent D100: Drainage Area 100 (49] Hirst; Tc 2dt may require smaller dt Runoff F 8.29 cfs @ 12.07 hrs, Volume= 0.584 af, Depth= 5.04- Runoff by SCS TR- 0 method, UH=SCS, Time Span= 5.90-20.00 tars, dt=0.05 hrs Type ➢➢f 24-hr damp-100 a➢mill °50" Area sf CN Description 952 70 Brush, Fair, HSG C 18,386 74 >75%Grass Dover, Good, HSG C 3341 89 Gravel roads,HSG C 40,899 98 Raved parking & roofs 60,578 90 Weighted Average Tc Length Slope Velocity Capacity Description min` feet ft/ft ft/sec' cfs` 5.0 Direct Entry, Minimum Su catchm+ent D100: Drainage Area 100 Hydrograph 9" " c Aumffj o TYOe III 24' hr Hca o-1 0 Runoff Area��6o,�i7.8 Sf Runoff Volume=o.5 4,of Runoff Depth=5.04" T -5.o min CN 3- 0 S fi 8 9 10 11 12 13 14 15 16 17 i8 19 20 Time (hours) a PR Type /ir 24- r Harrip-100 Rainfall=6.50 Prepared by {enter your company name here) Page 12' H dro A 7.00 s1n 001234 @ 1 86-2003 Applied Microcom uter Systems 10I26/2005 Sub catchment D200: Drainage Area 200 Runoff 1.18 cfs @ 12.28 hrs, Volume-- 0.121 at, 'Depth 4,1711 Runoff by SGS TA-20 method, UH=SACS, Time Span= 5.00-20.00 hrs, dt=0,05 hrs Type III 24-hr Hare -100 Rainfall=+5,50�a Area sf CN l escri tion 10,096 74 >751%Grass cover, wood, HSG 5,075 98 Paved parking & roofs 15,171 82 Weighted Average Tc Length Slope Velocity Capacity Description min feet ftlft ftlsec cf 18.5 218 OMOO 0.2 Sheet Flaw, Sheet flow from loading area to yard drain Grass. Short n= 0.150 P2= 3.00" 2.4 421 0.0040 2.9 2.25 Circular Channel pipe), Pipe Firer from swats to tie in location c Diam= 12.0" Area=0.8 sf Perim= 3.1" r= 0.25' n=0.013 20,9 634 Total Subcatichment D200: Drainage Area 200 Hydro+graph 0 Runoff Type III 24-hr Hamp-100 Rein#e11= SO" Runoff Ares=15,171 ;sf 'Runoff VoluMe-0.12t of Runoff Depth^4.17' U. Flow Length--634' -- { Y 3x . 0 5 fa 7 6 9 10 11 12 13 14 16 16 17 18 19 20 Time (hours)' R Type/1/124-hr Hemp-100 R'ainfafi=6.50" Prepared by {enter your company name here) Page 13 H dro AC 7.00 s/n 001234 Q 1986-2003 Applied Microcomputer Systems 1012T200 Reach x1000: Off-Site [40] Hirst: Not Described (Outflow---Inflow) Inflow Area 1'.739 ac, Inflow Depth = 4.87" for Hamp-100 event Inflow 8.93 cts 0 12.07 hrs, Volume= 0,705 of Outflow 8,93 cfs @ 12,07 hrs, Volume= 0105 af, Atten= %, Lag=0, miss Routing by Stnr-ind+Trans,method, Time Span=8.00- 0. 0 hrs, dt=0.05 hrs Ruch x1000: Off-Site Hyd'ratgraph M Inflow a raua i ; 13 outflow eg3 n Inflow Ar a-1 6Ic B e 1 p I y 7 VC 1 x W A` i 1 YI. g S a] 3 2 I 1 8 7 10 11 12 13 14 15 16 17 19 19 20 Time (1lottm) MB Vanasse Hangen Brustlin,Inc. 1 Appendix D Erosion and z5ediment Control Plan 1 1 1 1 i 1 1 1 1 1 1 1� CADocuments and Settings\emelle\;Local Settings\Temporary Internet Files\OLKB5\Drainage Report White Water-doe MB Vanasse Hangen Brustlin,Inc. Erosion and S!oediment Control Plan The following recommended erosion and sedimentation controls will be employed during the earthwork and construction phases of the project,The following controls are provided as recommendations for the site contractor and do not constitute or replace the final Stormwater Pollution Prevention Plan that must be implemented by the Contractor in Compliance with EPA NPDES regulations. Catch Basin Protection Newly constructed and existing catch basins in the vicinity of the project work limit will be protected with hay bale barriers(where appropriate)or silt sacks throughout construction, Maintenance > The contractor or subcontractor will be responsible'for implementing each control shown on the Grading,Drainage and Erosion Control Plan.In accordance with EPA regulations,the contractor must sign a copy of a certification to verify that a plan has been prepared and that permit regulations are understood. >- The on-site contractor will inspect all sediment and erosion control structures periodically and after each rainfall event.Records of the inspections will be prepared and maintained on-site by the contractor, >� Silt shall be removed from behind barriers if greater than 6-inches deep or as needed. > Damaged or deteriorated items will be repaired immediately after identification. > The underside of hay bales should be kept in close contact with the earth and reset as necessary. > Sediment that is collected in structures shall be disposed of properly and covered if stored on-site. >- Erosion control measures shall remain in place until all disturbed earth has been securely stabilized.After removal of structures,disturbed areas shall be regraded and stabilized as necessary. CADocurnents and Settings\crnefle\Local Setfings\Ternporary Internet Files\OLYB5\Drainage R"rt White Water.doc I B Vanasse Hangen Brustlin,Inc. i The sedimentation and erosion control plan is included in project plan set;a reduced Version and Erosion Control Maintenance checklist is included here for quick reference.. 1 t t 1 1 C\Documents and Settings\emelle\Local Settings\Temporary Internet Files\OLKB5\Drainage Report White Water.doc -M -M MM MM MYM lid Vanasse Flangen Brustlin,Inc. White Water Family Ride, Six Flags New England Agawam, Massachusetts Best Management Practices =Inspection Checklist Construction Practices Best Inspection Date Inspector Minimum Maintenance and Key Cleaning/Repair Needed date of Performed by Management Frequency Inspected Items to Check []yes [3no (List Items) CleaningfRepair Practice Hay Bales/Slit Fence Weekly and alter rainfall events Gravel Construction 'Weekly and after Pads rainfall events Catch Basin Weekly and after Protection rainfall events Catch Basin Weekly _ !nspectiosv' Cleaning Temporary Diversion Weekly and after awales rainfall events Temporary Weekly and after Sedimentation rainfall events, Easins Erasion Control Weekly and after MattinglVegetated raa niali events Slope Stal il'taation Street Sweeping Daily inspection of paned surfaces In the event of spill refer to the Shrill Response Procedure and contact appropriate agencies.Phone numbers attached. Stormwater Control Manager, CADocurnents and'.Settings\emelle\Local Settings\Temporary Internet File9\QLKB5\Dra"e Report White Water.doc �y V t= K J� ' .� 3 3f� k Ilk gy t I 3 1 r� `P id 4ti yl t 1., t y i t h i 1 �ru b 1 S� to 4 a § k r� v �c 5 �t m y i e. d� n r � r 4 1}� MEN REM Arm Aew Issued tor: juview Six .F­ I lbow N w E Row 140W3 *'VV r F 11111 IZI e . Issued-, Latest Issue: October a IL 1623 Main Agawam, Massachusetts o. Drawing Title Latest Issue L • C-1 Legend, Abbreviations and General Notes i o/ to Owner: Premier Parks & Stuart Amusement Company C-2 Demolition Plan i o/ / .: 1623 a Street x 307 C-3 Layout and Matefials, Plan 10/26/05Agawam, Massachusetts PE Applicant Grading, Drainage ana :erosion uontrol Plan 10/26/05 :. i Flags New En x gland CAMN SOM STREET 1623 Main C-5 Utilities Plan i o /+ P.O. ox 307 Agawam, .ss . setts C-6 Details t o 3 k� c Lot: 1 C- s 10/26/05 Details Site Location Mait 0 low 20W Feel C-8 Details 10/26/05 rn Reference Drawings sV-1 ExistingConditions Plan 01105101 BOARD Van se Hanger Brustlin, Inc Transportation Land Development Ak JOHN APPROVED BY Environmental Services psi ° PLANNI �T ;*, � 0Columbus Avenue t N� EastILL � ,� d� � Springfield, Massachusetts110 � � It :2 413-7 7-'7113 l FAX 13-747- 1 P:\09621.00\C0d\Id\P1onset\0962I-LGAWq 11 IN Legend Abbreviations Notes. Exist. Prop. Exist. Prop. General General Lyout and Materials Vanasse Hangen Brustlin, Inc. CONCRETE ABAN ABANDON 1. CONTRACTOR SHALL NOTIFY 'DIG-SAFE7 (1-888-344-7233) AT LEAST 72 HOURS BEFORE 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE Transportation PROPERTYLINE HEAVY DUTY PAVEMENT EXCAVATING. OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. Land Development ACR ACCESSIBLE CURB RAMP Environmental Servioes RIPRAP 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION 2, CURB RADII ARE 5 FEET UNLESS OTHERWISE NOTED. PROJECT LIMIT LINE ADJ ADJUST ACTIVITIES SHALL BE IN ACCORDANCE NTH OSHA STANDARDS AND LOCAL REQUIREMENTS. RIGHT-OF-WAY/PROPERTY LINE CONSTRUCTION ENTRANCE 3. CURBING SHALL BE BITUMINOUS CONCRETE CURB WITHIN THE SITE UNLESS OTHERWISE INDICATED ON 505 East Columbus Avenue APPROX APPROXIMATE 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE THE PLANS. Springfield, Massachusetts 01105 EASEMENT CONSTRUCTED IN CONFORMANCE NTH THE FEDERAL AMERICANS WITH DISABIL111ES ACT AND WITH 41�-747-7113 FAX 413-747-0916 27.35 TCx 2736 TO x TOP OF CURB ELEVATION BIT BITUMINOUS STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT). 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO THE BUILDING SETBACK BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY PENETRATIONS, 10+00 10+00 26.85 80x 26.85 1sCX BOTTOM OF CURB ELEVATION EIS BOTTOM OF SLOPE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. BASELINE 132.76 X 13Z76 X SPOT ELEVATION (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED. CONSTRUCTION LAYOUT BWLL BROKEN WHITE LANE LINE & PROPOSED GRANITE BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING 04 fWX 40 TWX TOP & BOTTOM OF WALL ELEVATION 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR. ZONING LINE X5 819 38.5 BW CONC CONCRETE EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. 11� 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS TOWN LINE BORING LOCATION DYCL DOUBLE YELLOW CENTER UNE 6. AREAS OUTSIDE T14E LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO TEST PIT LOCATION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. LIMIT OF DISTURBANCE QMW Q MW MONITORING WELL EL ELEVATION EXPENSE. 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT WTI ANn I IMP V1117M A-An ELEV ELEVATION 7. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP FLOODPLAIN W- UNDERDRAIN EXIST EXISTING OR OTHER EVIDENCE, THE CON]RACIVR �iHALL SJOP WORK IN Ift VICIN11Y Ul� IHL SUbFL1;1 QRAVflNG_i3 MV FICLID mEx3uRemcNT3 or 3UPPOED FT1100VOTS rOR LAyovT or nic PnO.JCOT 12*D- MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER FEATURES. ---SLSF- 6'RD- DRAIN FON FOUNDATION IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 8. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND BORDERING LAND SUBJECT TO FLOODING 6"RD ROOF DRAIN FIFE FIRST FLOOR ELEVATION & CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT 8z WETLAND BUFFER ZONE -12*S. SEWER RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE NDZ- NO DISTURB ZONE FM FORCE MAIN GRAN GRANITE 9� DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 'RA 200' RIVERFRONT AREA -.0Hw­ -OHW- OVERHEAD WIRE GTD GRADE TO DRAIN ADDITIONAL COST TO OWNER. Demolition LA LANDSCAPE AREA 10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 6'v; -6-w- WATER IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF 1. THE CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE GRAVEL ROAD _4�FP- FIRE PROTEC11ON LOD LIMIT OF DISTURBANCE ANY, AT NO COST TO OWNER. LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY LOP POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS, REMOVE AND DISPOSE OF EDGE OF PAVEMENT DOMESTIC WATER MAX MAXIMUM 11, THIS PROJECT DISTURB$ MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE NPDES EXISTING UTILITIES, FOUNDATIONS, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF FOOTPRINT AND TEN FEET BEYOND AND BENEATH PROPOSED EXTERIOR COLUMNS, PER DRAWINGS ­12- BITUMINOUS BERM -G- GAS MIN MINIMUM CONSTRUCTION CONTRACTOR IS TO FILE A CGP N0110E OF INTENT WITH THE EPA AND PREPARE A AND SPECIFICATIONS. STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. BITUMINOUS CURB ELECTRIC NIC NOT IN CONTRACT CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA. 2. EYASTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERMSE NOTED, IN CONFORMANCE WITH ce. , LOCAL, STATE, AND INDIVIDUAL UTILITY COMPANIES STANDARDS SPECIFICATIONS, AND DETAILS. THE CONCRETE CURB STM- STEAM NTS NOT TO SCALE 12. PRIOR TO THE INSTALLATION OF ANY SEWER OR WATER LINES, THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS NTH THE UTILITY CURB AND GUTTER THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. NO PIPING SHALL BE BACKFILLED WITHOUT THE REPRESENTATIVES. I- TELEPHONE PERF PERFORATED PERMISSION OF THE DEPARTMENT. EXTRUDED CONCRETE CURB -FA- FIRE ALARM 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, GC-­­ ­&S.- MONOLITHIC CONCRETE CURB CAPI CATV- CABLE TV PROP PROPOSED Utilities STATE, AND LOCAL REGULATIONS, ORDINANCES, AND STATUTES, PRECAST CONC. CURB REM REMOVE 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE Erosion Control SLOPED GRAN. EDGING L10 CATCH BASIN RET RETAIN REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDEN11-Y VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT 1, PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE Vf3c DOUBLE CATCH BASIN GUARANTEE THE ACTUAL EXISTENCE, SERVICEABIUTY, OR OTHER DATA CONCERNING THE UTILITIES, AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS VERT. GRAN. CURB GUTTER INLET R&D REMOVE AND DISPOSE NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT IDENTIFIED IN FEDERAL, $TATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. LIMIT OF CURB TYPE R&R REMOVE AND RESET THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING DRAIN MANHOLE CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT SAWCUT SWEL SOUD WHITE EDGE LINE AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND =Tot= TRENCH DRAIN THAT THERE ARE NO INTERFERENCES WITH EXISTING UTIL111ES AND THE PROPOSED UTILITY ROUTES, DISPOSE OF SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER BUILDING C r PLUG OR CAP SWLL SOLID WHITE LANE LINE INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY. DRAINAGE STRUCTURES AND PROTECTED AREAS. co TS TOP OF SLOPE 1 WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT EN BUILDING ENTRANCE CLEANOUT CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPI FTED AS SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION TYP TYPICAL INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED IS CAUSED BY WATER, WIND, OR DIRECT DEPOS1T. FLARED END SECTION LD LOADING DOCK WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE HEADWALL OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO 4." CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE BOLLARD NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE Utdi ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICL STABILIZED TO PREVENT EROSION. 053 DUMPS7ER PAD SEWER MANHOLE CB CATCH BASIN 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH S. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, SIGN CS ELEVATIONS ON THE GRADING AND UTILITY PLANS. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT 41 CURB STOP & Box CMP CORRUGATED METAL PIPE AND DEBRIS FROM EN11RE DRAINAGE AND SEWER SYSTEMS. DOUBLE SIGN VIV WATER VALVE & BOX 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC CO CLEANOUT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND TSV SHALL BE SET/RESET AS FOLLOWS: ExistjRg Conditions Information STEEL GUARDRAIL TAPPING SLEEVE, VALVE BOX DCB DOUBLE CATCH BASIN WOOD GUARDRAIL SIAMESE CONNECTION A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 1, BASE PLAN. THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY YD HYD DMH DRAIN MANHOLE PERFORMED BY HERITAGE SURVEYS IN 2000. xe K�' FIRE HYDRANT B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 'CIP CAST IRON PIPE 2. TOPOGRAPHY, ELEVATIONS ARE BASED ON NGVD DATUM. PATH FqV WATER METER C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE COND CONDUIT SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. _rY-��� TREE LINE POST INDICATOR VALVE WIRE FENCE 0 WATER WELL DIP DUCTILE IRON PIPE 5. THE LOCATION, SIZE, DEPTH, AND sPEancATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE No. Revision Date �ppvd. UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND Desiqnod by Drawn by jAG Checked by 'JiF FENCE FES FLARED END SECTION APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). 0 GAS GATE FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. CAD chezl(c4 by Approved by STOCKADE FENCE GM FM FORCE MAIN Scale Date 0 GAS METER 6. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES None October 26,2005 STONE WALL F&G FRAME AND GRATE FOR POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, Project Title RETAINING WALL O"H ELECTRIC MANHOLE FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR FM EM F&C FRAME AND COVER OR BY THE UTILITIES COMPANY. Six Flarry New 'ngland STREAM / POND / WATER COURSE ELECTRIC METER GI GUTTER INLET 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED 014 THE PLAN: 's DETENTION BASIN LIGHT POLE GT GREASE TRAP - STORM DRAINAGE PIPES SHALL BE HIGH DENSITY POLYETHELYNE (HOPE) White Water Family Ride i HAY BALES (D TELEPHONE MANHOLE HDPE HIGH DENSITY POLYETHYLENE PIPE 8. SITE CONTRACTOR SHALL COORDINATE NTH ELECTRICAL CONTRACTOR AND SHALL FURNISH 1623 Main Street -A-X- SILT FENCE U1 ID TRANSFORMER PAD EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS Agawam, Massachusetts HH HANDHOLE SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE -4- MINOR CONTOUR -<> UTILITY POLE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY Issued for HW HEADWALL COMPANY AND AS INDICATED ON THE DRAWINGS� MAA dNfU 0- GUY POLE HYD HYDRANT 9. �ifIf d6NikA6f6R_ UdAVAft AW §AC-K"F-IL'L* T-REN"EHREN W �A§ iNt' MWBANCE WTH W @ PARKING COUNT GUY WIRE & ANCHOR INV INVERT ELEVATION COMPANYS REQUIREMENTS, Review HH 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY 0 HAND HOLE I= INVERT ELEVATION THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS. FOR Not Approved for Construction COMPACT PARKING STALLS Pa DOUBLE YELLOW LINE PULL Box LP LIGHT POLE MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. Drowino Titte SL Mqtchrlrlo STOP LINE MATCHLINE MES METAL END SECTION Legend, Abbreviations CROSSWALK PWW PAVED WATER WAY ACCESSIBLE CURB RAMP PVC POLYVINYLCHLORIDE PIPE and General Notes ACCESSIBLE PARKING RCP REINFORCED CONCRETE PIPE VAN-ACCESSIBLE PARKING YM R= RIM ELEVATION SMH SEWER MANHOLE Drowing Number TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND JOHN J UP UTILITY POLE FURM N 4 011 Sheet of 1 8 Project Number 09621.00 09621-LG.DWG __ 11 ­1 - � - � -1,­ - I � P:\09621.00 od\ld 0nSet\G9621-DM.dwg � 1 �60 1 41 I I � � 11 ,111 I . , I 11 I loll 1�'I.-'� I � ,11 ..z -'� . I I I I I -I I I I­­­ 1-1- .I 11,i I \ I�11�.I 11_� I I I "I 11 .. d ­ I - ..I "�' ' "I" i� � - i � .I- � ()D I ' I U1 �� ___'. I � I � � ! , I� �' 4� 1 J I ' / I � I .: 4 I t I )[ r;- / i ��i K I . - \ W I �' I I .. ___ '_'_1-1 I � ! ,1,14 I / (-:�!�'I �" �'--j"' ,,, 11 -- '% � \_111 .1-1 C I ��' "_ III! ' I ,�_ �"I" __T-, (iii // � 0 �� ' , ";�k �i'% 11 � ' 1. . 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'::::� ""�.:�� / t '_:22 0 14; �'_____ '101i � . __1-"q-�-L=__ - I .-4roo) * ", , -----:a __� ____ - - 11 �_'o "�'Qq� � T, __ _._�?'--'t-__ '� I - �' .. , - ---� _�f�Z_E= --- ...."\,.�- _____ --- , '' <5� � - ___._AL--, ­. 4a -, -_,'_ _I'L­,1_.. X _,` P -1 . ,-, _S:Z� I � 09621-DM.dwg I I - ­ I . . � ­­ - I 11 I P:\09621.00\cod\Id\PIonse(\0962I-LM,dwg 0 4,J SAWCUT AT NEW FENCE CURB Curb Curve Data Curb Curve Data (Cont.) .Y1 11 NORTHING AND EASTING AT NORTHING A D EASTING AT CURVE RADIUS CURVE RADIUS (FEET) CENTER OF CIRCLE (FEET) CENTER OF CIRCLE I 31 N= 379626.3089 N= 379540.7506 C-1 50 C-20 8 E= 297486-3444 E= 297387.8775 Ily WORK LIMIT LINE Brustlin, Inc. Vanasse Hangen N= 379551,3745 J N= 379627.643 �14 C-2 40 E= 297389.6843 C-21 45 E= 297434.3327 \0 ­4 SAWCUT C D 0 Transportation Aff LOAM A N= 379630.2274 N= 379562-603 1 y Land C-3 50 C-22 8 AND TIE INTO 0 Development EXISTING BER E= 297462,525 E= 297486.1988 SEED Environmental Services A N= 379608.5521 N= 379564-7386 C-4 10 EMPLOYEE xo- E= 297425.8392 E= 297486-8616 rp ACCESS GATE f, 505 East Columbus Avenue C-23 6 N= 379551.3746 Springfield,Massachusetts 01105 10 60 C-5 C-24 413-747-7113 FAX 413-747-0916 E= 297435.9922 E= 297434.3327 0 C) SPLASH POOL z/ N= 379551,3745 N= 379712,7004 =�1_z�=_--_'-z:z-_-_-- ____ - (SHADED AREA) C-6 15 C-25 24 E= 297434,3327 E= 297375.0417 1A N= 379483.6416 j C-7 20 'I kl.�_, N= 379446.4673 E= 297459.8347 ,J NOTE# PERIMETER C�8 10 E= 297456,5008 FENCE Site Data Chart N 379428,9121 V........ I- 7� RIDE MANUFACTURER AND SIX C-9 5 U A T AREA: 75,746 SF JpN 11 FLAGS NEW ENGLAND PERSONNEL E= 297461.6817 WORK LIMI V TO FjFi n (.HF(1< FFN(�F ANT) WAI VWAY 10 PLACEMENT WITFI ALL EXISTING AND N= 379421-8334 EXISTING PERVIOUS AREA: 24,368 SF C-10 10 PROPOSED RIDE CLEARANCE AREAS TO EXISTING IMPERVIOUS AREA: 51,378 SF TABLES AND CHAIRS ENSURE RIDE SAFETY ZONES ARE N= 379435.58 C-11 5 WORK LIMIT LINE LIMIT OF NEW PROPOSED PERVIOUS AREA: 29,775 SF MAINTAINED. E= 297513-1033 16 BITUMINOUS 0�y 45,974 SIF PROPOSED IMPERVIOUS AREA PAVEMENT C-1 2 4 N= 379432.7225 E= 297528,122 % REDUCTION IN IMPERVIOUS: 10.5 % N N= 379440.8283 E= 297541.6921 A % T SAWCU FLU% N= 379440�8283 C-14 5 __1­__­­ ­­1-------­­_­ 1­1 1 J El 10� E= 297541.6921 C-15 N= 379432.7225 Sign Summary 10 E= 2 7528.122 N= 379450.8193 SC-I EXIT ONLY f ELE RIC L' J C-16 5 NG BUILDING se 1 ON UNLOADI C�, E= 297518.0789 DIS I IOU N TF RM A D PLA 0 ............. ROO ' .1 N= 379454.6085 C-1 7 20 E= 297533.5405 RIDE ENTRANCE SC-2 (ORIENT ARROW __+­4 -""­­ " - 11 0� 0 0 AD I NOG 00 C-18 20 N= 379477�5729 AS REQUI L B pIRG E= 297,546.881,3 RED) ? AN q, TFORM C-19 6 N= 379538.6274 FASTLANE & ADA PL� ELEVATED EXIT BRIDGE STAIR E= 297487.0457 SC-3 ACCESSIBLE RO JA- LITE PEtIMETER FE CE FLUSH LOAM AND A 10 Alig WORK LIMIT ueue-Une nment SEED 6 LINE SAWCUT-\,4 it 20 0 20 40 N 5 7 9 5 015.9 165 4:5 La E=29742Z2859 1�1 Jill 11 1 1 CENTER OF PIP 02 SCALE IN FEET 7195761 264 N- 1=29736kieOg J :JI L=5,30" 2 G b" / , ­� 1_1� BL ES AND Tcn=2.65 C) N W MANHOLE FRAME E -4 AND COVER OVER EXISTING WELL HEAD ;A _0 Q) WORK LIMIT LINE OOF4IT icy PERIMETER D 1 V FENCE 81 SAWCU 11'It zz(_ "I ALKWAY U > - 1 4 I I LOAM 0 Y. N Li AND SEED C) L01, \ I _�­, __ i r I uote EPPM to\; I . 1 7 -I PERIMETER 1A W", 1z t � 10 3' WOODEN 110 FENCE Designed by Checked by L FENCING FOR ;J JAG JJF QUEUE LINES 0 I � WCUT�)0/­ CAD checked by Approved by 41 LOAM Scale Dote AND October 26,2005 qK 40- 04�, SC-2 Project Title FLUSH 1 /i\-4001* LOAM 16 .10 Six Flags New England 4 AND S EED K LIMIT'V/ 7 Ride LINE White Water Family FENCE VL=35.0-4, D 6.00 1000, SAWCUT U' 1623 Main Street < J, _4_1 00, CONNECT IN' Agawam, Massachusetts =379430.7941 AT EXISTING F CE issued for 7) 11 , 1*0# 4 E=297471.8038 Al LOAM LO AND A D 3' WOODEN C 4OF SE D 4! SEED Z)- FENCING FOR y Review -C R QUEUE LINES O\OORFJL JE OWRJL OVERJL I o ----LOCKABLE Not Approved for Construction WALKWAY 40 GATE DrowIng Title 672\ Jy; 297333�329�3 %K_ Y .&LNU ALL) ROOF UNIT A! OVER C tl�V,�011 WALKWAY GR PIV UJ I -E) '4z/ Layout and Materials Plan 7' U) i r RETj 6. f��r_ kIN R=20.00 WAL A=46`04�36' T. P =3: It r 40.641 4LINK 'Op IF lop Ton=8.51 C11 WORK LIMIT LINE Drowing Number <rl ANN.-.: CON( RETE E 29 7,349.019 6 WALK _0_%J �00% P-T-12+99,23 7!*­ IR (BEND 10"WAL�/ N=50*IS20' SAWCUT 2+2().3 PC=2+89�47 10 ,N-37933§. U E=297435.6273 .-A A 4 Sheet of ­y/ '010 9 R=26. aLll 3 8 Lz49-76 n=19.88 R-�%0017- Project Number 6=11*1i' , 09621.00 0 Tan=4. L to- U) \7 z/__ 09621-LM.dwg P,.,\Oc)621 .00\r,ari\lfi\Plan.qp,t\O-()621,-I-M.riwo. 11/4/2005 4:08-044 PM. MAS-0CE1..nr,3 P:��096121,00\cod\ld\Pilanset\09621—GD,dwg J S, 80, r U X __X a b- X 0_ ��85 J 1A SAWCUT ,lljm-r < -AT-NEW 61 �RNI CURB X 10 1+ rf� X- 0 (3) /m X U) SILT SAC -'d j- _0 I � X All, INSTALL < 742 X L5 i a 8-e WORK LIMIT LINE Q /'IL X Vanasse Hangen Brustlin, Inc. INSTA p, SILT S X A SAWCL Transportation VJ "', �­_ .3 IT 0- Land Development 4 DMH I e-1 1 14*" Environmental Services 9-753 1- X K (A 7 VI 82,0 3 *ftw F/ 759 7 505 East Columbus Avenue �Apr ny �y Springfield,Mamchusetts 0 1105 A "4 413-747-7113 PAX 413-747-0916 X 6)1 'R� �AN- 1 71 6 l7 I , I , - / X '7 41; W, i_j >w X IN$�ALL _7 -AIL- 0 XY 3 LT SACK IN i SILT SACK 80-0 V D rJILIER RIC �N �F \ X ALL 4, X R1 P RAP U ol __9JY_ MEDIUM/SIZEI� F TA V EL TION '01.0 R, `X 78 4,9 79- X X� 0 0 J X 0 %/ MH 2 X7 9 WORK LIMIT LINE —76 9-0 D R-7,�.s I �3 X '4 79.6 X A _q ...'P r qg� I vd) ILT S CK SAWCUT I STAL cr) I S FLUSH X -7 Ix LEN 6"? I b,4 � 1, T-1 LANDING 7 X ELEV. J ,X191 /1- X 83.0 J, aI k INV, K�_" ls� VS 0 kl� X X� 76.0 @ 6,2 0 IQ- x 5 HP < TOP OF 'A All, -7 X X 7 43 X & 1 0 11 0 1------.j BRIDGE 1-7 k X ELEV. X \ D H 3 67 7, X75l,2 72.5 INV= 1 78,7 FLUSH x-7 ID 8 C- SILT SA WORK LIMIT @ X I INSTALL (6) 782 @ LINE �c CB 3 SAWCUT 7 4 L9 R 76.6 @) 20 0 20 40 Am 73 X X X /7'6 X743 SCALE IN FEET WPM— @ X 7 75.7 L J I ff� X P., Ic V 0 X .4 X Y co X L r A k X 7 3A 9 0,4 `K'\ X X 7 �5 co -T) LINE WORK LIMIT 7 T LJ <X 7 4 SAWCUT P,9 X C 8) C D 73,6 x 74-0 X 76.o No. X 00te PVd. I , —78 1 X X76. X 8 6, V �p Designed by wn by Checked by JA=GD JA G dip Q ox 90l F CAD chocked by Approved by X 8 vcu� < 3,576.0 $*Ole I T*--2W Date October26,2005 X Project Title 1YD/1 �4 6- 000V I f :LUSH X Six Flags New England HAYBALEIS Z47 Z 7 6 3 White Water Family Ride Y<�l A SAWCUT E 1623 Main Street 'o" C)u N� Agawarn, Massachusetts n X 76 5 --,<- -'( � - X 3 Ik 1") C�_r <, IIW4� Issued for X -C -5 78 ,FT11 11* X '1_0 Review T X 8 C5 4 Not Approved for Construction R7, 'T DMH 4 DraWirkg TRIO R=76.3 77 X76A X 7 6, ing .-A \ 7&6X Grrad* Drainage and X76 4 TW OTT e Erosion Control Plan X,8(2,7 Zlz 3 0 x8L Drowing Number WORK LIMIT LINE N q A TW 84.5 BW 800 HAYBAE-ItI.J. X 7 6A t7 FES 1 it=74.5 SA�fdLTY U) r 50.5 3 �4 JOHN FES 2 Y 11=7&5, (W T) % EXISTING 7TO Shoot Of 4 RETAININ X A 00 (5) X913 WALL It Project Number 09621.00 105 100) 0-) -A 7/-,:> /7, X Lq X r SAC 09621-GD.dwg P,.\nc)621 _1)n\rar1\1r1\P1anqPf\0962,1 -GDdwa_ 1.1/4/2005 4:06:49 PM. MAS-OCEl.br-3 P:\09621.00\cod\ld\Pionset\O�C>21.-UT.dwc �j .............. A\ (f it L-J I Y I—A-T--NE-W -40". SAWCUT \X CURB ��O" T -U -C C/ t 0) "A V\\ WORK LIMIT L Vanasse Hangen Brustlin, Inc. "Ti",-4 0 1 MR" CB I SAWCUT Transpomflon ],-72.7, JqUJT 00 Land Development t DMH 1 lyl A Environmental Services R=7&,3 I=71.5 R 2) I=72-6 1) I=71.1 EX Ca 505 East Columbus Avenue \2 v 1 71.1 OU Springfield,Massachusetts 01105 V ---COMM 413-747-7113 FAX 413-747-0916 �,A 171 7) 'M AV XN�� 6 NOTES* J, 2" 1. SEE DETAIL SHEET FOR CONDUIT CONFIGURATION. r 2. LIGHT POLES TO BE CONNECTED \z J BY CONDUIT SYSTEM. > WORK LIMIT LINE M, I A P�-1-1-5 U U 1-72 14 J'C E 1'2) or "'J C It 1.9 OUT) r b\ 10 FLUSH N L) 8 2 SAWCUT ' C UT) -'Ey y OMM ELE t C Comm iv D !Q1 IT V Comm 1 Comm T' OC,, 11 V11 MJ 11§ ELEC R At INV= 117Z4 ELEC 72.4 RIDE (0) 72.5 FLUSH 72.3 OUT 0 001 N WORK LIMIT 0 IV LINE J CB 3 SAWCUT--\ 20 0 20 40 @ A R-76,5 1-72-5 J SCALE IN FEET 0001� % A-- J'I k N SIZE BY C:' E OWNER ---:;'" ' — i LEC CO WORK LIMIT LINE 'A 0 SAWCJ IT y W WELL S"00- MANHOLE Revision Designed by Drawn by Checked by AG UAG JIF CAD checked by Approved by 0 10 WCUT < >/ Scale 111--2W Dote October 26,2005 W Project Title t YD 1 R=X6 001�' 1 74,5 FLUSH el�� Six Flags New land If olr�v Ry R*de 400P- White Water Fam r .00 1623 Main Street SAWCUT Agawam, Massachusetts Issued for 401/ 1000'el (j) Review TV ----i 'C" 0�- 4 Not Approved for Construction iC40 I R-76.3 Drawing Title U 1Z 3 1 73.2 011 of W Utilities Plan X �-0 Drawing Number —WORK UMIT LINE -7- lAt 0 A PW JA IFES 1 , N I=74.5 SAWCUT JOHN J y FURM �y N r !73�5 IOUn sheat of 411 PY., 'V'W Project Number 09621.00 0 Q 1 0-1 11r-C "rot "-4 09621-UT.dwg P:\09621.00\cad\Ed\P1onset\09621 W-D'i'.dwg Notes: '' -` FLUSH GRATE VG�nasse Hangen ,Brustlin, Inc. a 1 AC DIA. AC Transportation. ALL SECTIONS SHALL 13E DESIGNED � ... FES STONE.. ACCESS _..: ...._.�...._.._. _ . FOR HS--20 LOADING. NO, X Y Z DIA, (Dso) X Land Development meat 2. COPOLYMER MANHOLE �•. .".....:M.�.,.,._�..� M STEPS SHALL BE Notes.: Environmental Services INSTALLED AT 12" O.C. FOR THE FALL : • 48 DIA. (MIN.) DEPTH OF T1•ll= STRUCTURE:: 1. ALL SECTIONS SHALL. BE DESIGNED _ . . • FOR HS--20 LOADING. Altelrnate Eccentric Cone Section ° ''' ° ` 505 East Columbus Avenue d: . 3. PROVIDE: "V" KNOCKOUTS FOR PIPES: . . � ' Alternate Top Slab "> 2. PROVIDE V" KNOCKOUTS FOR PIPES Springfield,Massachusetts 01105' WITH 2 MAX. CLEARANCE TO OUTSIDE .. OF PIPE. MORTAR ALL PIPE z � .. ••.� .., ,24 SQUARE . WITH 2 MAX. CLEARANCE TO OUTSIDE: .. , ., . :. . 413 747 7l l3 FAX 413 '74"7 0916 CONNECTIONS. 0��' • OF PIPE, MORTAR ALL PIPE FINISH OPENING TYP • . , ' `" CONNECTIONS, GRADE 8" 24" DIA. 8" 4, JOINT SEALANT BETWEEN PRECAST 48" DIA.. MIN.'' APPROX. LIMITS ACCESS SECTIONS SHALL BE PREFORMED 3. JOINT SEALANT BETWEEN PRECAST �d 0 � OF ENERGY Y BUTYL RUBBER. SECTIONS SHALL BE PREFORMED �® DISSIPATIO' SURFACE DOME GRATE SEE NOTE 5 ,;, , Altell�ate Top Slab; BUTYL RUBBER. BOWL TREATMENT VARIES 5. DRAIN MANHOLE FRAME AND COVER; FINISH CONCRETE COLLAR SHALL BE SET IN FULL MORTAR BED. GRADE N 4. CATCH BASIN FRAME AND GRATE �.. ADJUST TO GRADE WITH CLAY BRICK 8 24 8 SHALL BE SET IN FULL MORTAR BED. `°•' ADJUST TO GRADE WITH CLAY BRICK SAFETY BAR(S) 8" 8 •. •. AND MORTAR 2 BRICK COURSES �. :. U o ¢ URS .... . : DRILL :AND MORTAR HORIZONTALLY a TYPICALLY, 5 BRICK' COURSES T AND MORTAR 2 BRICK COURSES: �� SEE NOTE 4. � < ;:.... -�+ MAXIMUM : N0. 6 REBAR EQUALLY SPACED TYPICALLY, 6 BRICK COURSES �" SEE } r- _.�_ __ MAXIMUM). 16" 1 BAR sTEPs, , -. 4 1 w o NOTE 2. _ �., 2 x BAR Flan, - u Ih ' - 5t;k NU IE 4. f5 l z°° :' m'. 36" - 2 BARS' APRON EDGE TO BE SET LEVEL ° - r_.._ _ wN Q WITH FLARED END oa �''` k n 48" - 3 BARS a z w < >, = INVERT ELEVATION +, �z�; 4.; " SHELF TO BE CONCRETE FORMED` oz �� ',; 4$ DIA. Mllyf '': Note. SAFETY BARS TO SE • + . ; OMITTED WHERE { ) " r • .. wow 48 DIA, MIN. AT' A SLOPE 01" 1"' PER FOOT, a� ___.- TYP. SEE NOTE 3. M ca INDICATED ON PLANS. 0 , {} ko a, OUTLET 4� 4' 00:... a o OUTLET p;. HOOD z O . '`' . -o :° �:a q . fl , ©o DIA, v, a PRECAST FLARED END SECTION } Z o o � 'o ° V :4 VARIES �z c� DIA. SLOPE 1:1 MAXIMUM . ° 0 O. P np Ce VARIES •- O '` .0..' :p.'0 0 -..- b cn: STONE FOR PIPE ENDS " a® INVERT n o O p 00 Ld DIA. to ' . :,' , k u7 a Z TOPSOIL VARIES Z 12 �.._.._ _� _ _.. SCHEDULE 40 PVC PIPE a: 1' ar ,,s• COMPACTED GRAVEL M!L SEE NOTE 2: " SEE NOTE 3. - ° .'� COMPACTE D o .a=`o a°�a o, o Cb' aro "a,S •.C3,a GRAVEL ' a, a',;a :. .::. ,:V ,a.^.. $,�4r��'a••. >t�,.. o.' �r�J. �C3 •' � ., � .a,.o ;'Q.Ob w FLOW o:..: O, �:• ' < a 4.: :. � (TYP.) to PA N BOWL COMPACTED SUBGRADE o-$�, o,oa o•�.'°' , °.'::. ' . a. -: . ENERGY DISSI T7C? 130 FILTER .. COMPACTED FABRIC 1 2" SUBGRAC3E " CEMENT CONCRETE INVERT` °° {TYP COMPACTED SUBGRADE 6 CRUSHED STONE PVC BEND A Q oar a �., a o 'o • BEDDING COMPACTED GRAVEL 12 . ►�£C7IV11 t .-A (2" STONE SIZE; o a o off:'. 0 4, �.. c$ Cs:' 0 Q-' o 4. PIPE PER PLANS COMPACTED SUBGRADE' o° .d ae Dram* Manhole k'"M 3 6/o3 Catch Basin C With Hood 6/03 Flared End Section E with Stone Protection 6/03 Yard Dr ) 6/03' N.T.S. Source: VHS Y � LD-115 N.T.S. Source: VHB LO-..101 N.T.S. Source: VH8 LD_134 N.T.S. Source: VHB REV LD_193 Table Of Dimensions SURFACE BENDS B C D E F BENDS B C D' E F TREATMENT 6" 111/4- 8" 15" 12" 24" 12,. 6.' 45 8" 30" 12" 24" 14" VARIES 6" 221/2• 19" " 13" 6" 90` " 30" x " 27" 8" 111/4 20 " .. 12" 8" 45" 30., JJ " 24" R = r4 $Yi R = �41 8" 221/2• - 22" " ,: 17" 8" 90- a 38": " x 36" ` `-�.. 12" 111/4' 30" x •- 15" 12" 45' w 40" " x 40„ 6"- 32" 221/2• 35" " 25" 12" 90` 60" 52" SURFACE SLOPE CEMENTITIOUS PAVED AREA LANDSCAPED ,AREA TREATMENT VARIES---« ADHESIVE SEE APPLICABLE - - Bends ��f'` E VARIES 10" 2" RADIUS {TYP.}' No. Revision Date ppvd, PAVEMENT SECTIONS COMMON FILL/ x Designed b Orawn b`' Checked b , . 9 Y Y Y ORDINARY BORROW �- 2 ✓ / JJF COMPACTED' GRANULAR FILL BITUMINOUS': �\\ 3 JAB SLOPE �y TOP COURSE r . , CON C. �\ \B .: C` ..:. :IF -.,..... C� C V CAD:checked b A roved bSAWCUT �G ;. VARIES \ 0 lo MINA, DEPTH VARIES v pp Y ..'..; _ {TOP COURSE) �, �, o o ° 00 Scale Dote 1 ,•,� \ o a $ C.T.S. October`26 2005 / r BITUMINOUS ti \ \ \ CONC. PAVEMENT / o . oject e . DE AND SURFACE ,� •• � .._, _ � BINDER COURSE) ,a o UNDISTURBED / o...., . :, { O o Q TREATMENT VARIES \ \ o o ao• o a a 'o o e Q Six �'la S e::.: England.. c.l --••r n i:::... '/\ / 0.a p' a p 0 O a o..o Q Q/o,�b a y..ye Q Q d: 1 E. d ♦ • a. / /'. Plan.: 5ectlonl-1.. ,..1 .'..:''ta' �,+:.{�,� 0. Q 0 0. � a oa' ]. 0 V" V (J.. :a ®a 00 .• oob . f \ ;o ._p / ° ° o o a O O o 0 o O a o a p O UI �. �\ V o 0 0 0 on, a Talble O Dimensions \ '61 ,o -CIO 00 o White Water Family Ride a o Q a ID J TEES O: , :..O. .;O. .. O 6 C•' / TEES G H I G H I J / o... w ,.o. .+ Q o , . a....... ... -. a s ., o a, d Q WARNING a p 00 0 C? _ d p t3 O Oo ,. . �. . .. v 6 x 6 x $ 12 24 24 12 x 12 x 6 12 24 i$' ... r. , .. o_ _ _ _ .> ,.,,. � o o • a �, \ :CS .:.-. . : - .. . .., : ��3�•3 �c'Lll2 .�St1'$Ct ' . Q -0o . o o. �p,�, V -« ,. N b ... .. N: ._... ...._...0.-.. .. .... a ...: .. 0. 4. . � 24 12 x 12 x 12, 3 o• ., _ \ \ w .-.C14 z .. , S x 8 x $ 6 3Ci \0. Agawam, MB:SSB.C�3USe�tS r ] ,.. ,.. .:�. .. .,.::�, o. ,_ o Issued for a. C) to \ \ o•: . .,o r\ \/\ .....o a Cy a aao QOp. `to Li fL G1 � / � � '\�4 •P a -a Q. " .o_'O' o C�(} dnv ,t} . ,i.� p i C�., o COMPACTED rv /\ GRAVEL ♦a _ �/ H PLACED BEDDING °_ _ / / / ,/ r / \. /� rr'� , /� ° :o•:o t1..•�<. /�' , . .•• EDGE OF PAVEMENT" Re'V1E�W COMPACTED z �/ \ � ,�`, !, y SEE NOTE 2. COMPACTED / COMPACTED' SUBGRADE Not Approved for Consucton MIN'.. COMPACTED SUBGRADE UNDISTURBED COMPACTED GRAVEL COMPACTED SOIL (1Y" MAX STONE SIZE) GRAVEL Plan SOIL Dr°wing Title COMPACTED- SUBGRADE Notes: Motes: Notes: Notes WHERE UTILITY TRENCHES A N 1. ---- 1. ECC REFERS TO EXTRUDED CONCRETE CURB WHICH 1. L E CI-IES RE CONSTRUCTED THROUGH PROVIDE BLOCKS FOR TAPPING SLEEVES, DEAD' ENDS, GATE Details DETENTION BASIN BERMS OR OTHER SUCH SPECIAL VALVES. AND VERTICAL BENDS (SAME SIZE AS REQUIRED FOR ALL CURBING TO BE MACHINE EXTRUDED IS CAST---IN-PLACE IN THE FIELD. SECTIONS, PLACE TRENCH BACKFILL WITH MATERIALS TEES). PROVIDE ANCHOR RODS AT VERTICAL BENDS AND GATE SIMILAR TO THE SPECIAL SECTION REQUIREMENTS. 2. WHEN ECC IS :USED, CONTRACTOR IS TO DETERMINE VALVES: THE EXTENDED LAYOUT DIMENSIONS OF THE BASE 2. USE METALLIC TRACING/WARNING `TAPE OVER ALL PIPES. 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND COURSE IN ORDER TO ACCOMODATE PLACEMENT OF FITTING. THE ECC. 3. FOR HDPE PIPE, DIMENSION IS 24 INCHES. Drawing Number 3. CONCRETE SHALL BE 3000 PSI-TYPE I':, Utility Trench 6/03 Concrete Thrust Block 6/03 Bituminous Curb O 6/03 Extruded Concrete Curb (ECC) 6,a3 yy�4� a , JOHN U-6 N.T.S. Source 'VHB REV LD-300 N.T.S. Source: VHB LD_260 N.T.S.' Source: VHB' LD-406 N.T,S: Source: VHB REV LD_.408- a 0 c' IVIL .41 0 Sheet. . of Project Number ti 09621.00 09621-D T.dwg €':\096 1,O0\Cod\id\1lonset\O96 3—i ,d nw Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services 505 East Columbus avenue Springfield, Massachusetts 0110 RED CONCRETE 413-747-7113 .FAX 413-747-4916 EXTRUDED CONCRETE CURE? (0 FINISH +GRADE 8° ��� .� �,. COMMUNICATIONS CONCRETE CONDUITS WALKWAY VARIES. 07 FINISH -- -- FINISH GRADE GRADE' X ( 4" PVC CONDUITS oa l• 0 00 0 0 0000 00 0 ao4 � 4" CEMENT CONCRErI: W.W. MESH S" COMPACTED GRAVEL xl�a",SH ETS BITUMINOUS CONCRETE PAVEMENT CONDUIT CONFIGURATION AS SHIM ON PLANS LAT'SHEErS, �� SURFACE COURIo (1y2" MAX STONE SIZE) CENTER DEPTH 1 " BINDER COURSE 84 COMPACTED GRAVEL COMM COMPACTED (1 " MAX STONE SIZE)SUBG FEED E�AIIw COMPACTED SUB GRADE LV +r► : Comm BLANCH (1 - �' Comm I. CEMENT CONCRETE SHALL BE — 4df LV BRANCH 4000 PSI-TYPE 11 N.T.S.Concrete Wal!�way at Queue Line N.T.S. Bituminous Concrete-Sidewalk 10/04 IRgh Voltage Conduits Low Voltage Communications Conduit Source: VHS REV LO-422 N.T.S., N.T.S. /8— ROUND LATCH ROD TENSION WIRE IRNI3UCI4L DIAMOND (,3"" TAKEUP) MESH FABRIC GATE % STRETCHED qH SELVAGE OF FABRIC " CHAMFERED TOP POST KNUCKLED TOP BOTTOM TRUSS ROD BRACETUBE No. Revision dote ppvd. TENSION WIRE WHITE CEDAR POST S BAhID BANGS resigned �y Drawn by Cnecked PIN AT END PfISTCAD r«ecedby +pprave b WHITE CEDAR SPLITS RAIL :° s��aio sate ,, p N.T.S. October U 1� �# VERTICAL I�E1�E�El�a 1'� E � I� (MIN. 4 SECTION) Ua: SELECTED BYTHE OWNER project 'Title .. Ere fi la E�r 16" �� -- -,- ND LINE 4-1 Six Flags New gl an 1.66" NOMINAL io O.D4 SOCKET White Water Family Ride tr F4ft LATCH ROD TENSION WIRE 16 ' CEMENT CONC. " AUTOMATIC GATE BACKSTOP SET IN Main Street E3ASE CG PSI.. FENCE FABRICCONCRETE SASE CLASS A S'°DIA.Xi —6- ( } FINISHED 14 APPROX. � G � EACH GATE WHEN OPEN ,r. � � � Agawam, Massachusetts CORNER, END CAR r GRADE Issued for LINE POSTS I Elevation TENSION WIRE NOW.' 1" BEVEL 7 I= U 1. TUBULAR' GATE P5Rr5 t MIN it Review FINISH GRADE. � SINGLE GAVE OPENING 7 - 1 , VNOM, O.D. 4" NOM. O.D. i t W O°" O.C. TYP. THE :ABOVE LIMITS OF THE OPENINGS ARE INCLUSIVE Not Approved for Construction N `Z EgAMES BRACES— � . A UMA U1�+1 Drawing tie t •" Section 1.90 N.O.D. CONCRETE FOOTING *SINGLE 'GATE FRAME,OVER 6-W 1.66 N.O.D. 1.9�1 N.O.D. PSI-TYPE t) I. FENCE DESIGN BY SIX FLAGS NEW d ua l�`+E:3E1crE~Post- ENGLAND VENDOR, muas _ LUJAIM 10' ILIA. 0 LINE POSTS 3, DIAMETER � 38� � 3 � � MATERIALS TO BE SUPPLIED tlAIItII� Details INSTALLED ICI CONE MALICE WI` 4. GATE DESIGN BY SIX FLAGS NEW ENGLAND VEIL NOR OR L OR C POST , TREAT THIS SECTION OF POST' WITH A CHAIN LINK MANUFACTURERS PLI�.I� r�� <END Prs Note: WOOD PRESERVATIVE AS SPECIFIED BY S. GATE POST BASE—PARTLANO CEMENT"CONCRETE (2500 PSI). S " .off THE FENCE MANUFACTURER. INSTITUTE" PRODUCT MANUAL. 6. FOR DESCRIPTION, MATERIALS AND CONSTRUCTION METHODS, SEE SPECIFICATIONS. 1. MATERIALS To BE SUPPLIED AND * END POSTS TO BE USED ON LATCH SIDE OF SINGLE GATE OPENIN INSTALLED IN CONFORMANCE WITH "CHAIN LINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL.. Drawing Nurnbtr Chain Link Fence up to 61 Perimeter e / 1�:e 1�e1�E�, = 6/03 Perimeter Fence 6/03 Source. VHS 4 REV LD- 1 8_ N.T.S, Source-. VHS.. REV LD_460 N.T.S. Source. VHB REV: LI1-481', N.T.S. Source- VFIB ��� OHN , 8 VI Sheet of N 00 �/' L Project Number 09621.00 —1)T ; 06I w P. 1. \l \Pl nset 21- Iry r 11/ / . . P rMA L an sse Hanz n Brustlin, Inc. Transportation Land Development CATCH BASIN GRATE ]twit ninent l Services 1" RESAR FOR SILTSACK BAG REMOVAL V 1,.x 3` WOOD STAKE, .`r East Columbus Avenue PER ALE Springfield, Massachusetts 0110 _.°.. 413-7 7-711 FAX 41 -747-0 1 .ty. 1 " BITUMINOUS TOP COURSE y n, 'yµ WORK AREA 5'y. . BITUMINOUS BINDER COURSE ',.,....yr� . -..._.- o CAP ROCK AR1ES` F 00 sue. 12" COMPACTED GRAVEL Plan 'view 6C> rr 0 0 Q Pa FLOW _ PLACER STONE +CATCH, BASIN GRATE ' , . ,�i; BALE TWINE TO vt SURFACE AREA) BE aPAR EL 'UND TCOURrA�}t+ COMPACTED �[; 1 SUBGRADE SILTSACK > '�*. COMPACTED ?- E EARTH MOUNDLOAM F SEED AND Standard Duty ebl 'a�ve en1 r t PROTECTED FILTER FABRIC r � TOP OF AREA S« .. : GROUND 20 `- " (MIN.) COMPACTED SUBGRADE EXPANSION RESTRAINT f 2" CRUSHED STONE BEDDING Section View 8"' (MIN.) No PAVEMENT SECTIONS ARE SUBJECT TO CHANGE ARID WILL BE 1. INSTALL SILTSACK 1N ALL CATCH BASINS WHERE INDICATED ON �•®O� BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS. THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS: ,AFTER BINDER COURSE IS PLACED AND HAY SALES HAVE BEEN REMOVED. Note* 2. GRATE TO BE; PLACED OVER SILTSACK, late. 3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE SLOPE TO BE FOUNDED ON UNDISTURBED PERFORMED PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM MATERIAL AND CONSISTENT VATH GEOTECHNICAL AREAS HAVE BEEN PERMANENTLY STABILIZED ENGINEERS RECOMMENDATIONS. Bitmdnous Concrete Pavement ee io 9/04 Siltsack Sediment "bra 6/03 Hay Bale Barnier Placed Stone Slope 6/03 N.T.S. Source. VIES LO-4 0 N.T.S. Source. VH8 LD-674 N.T.S. Source; VHS LD-653 N.T.S. Source. VHS LO-760 HARDWOOD STAKES OIL DE MAN ( .) TREE PIT W Uj LIGHT POLE & ANCHORING ROOT BALL PROVIDE BASE COVER SYSTEM BY MFG. PROVIDE FENCE WHERE 'MALL w uj AS FURNISHED BY HEIGHT EXCEEDS 4 FEET GUY WIRE POLE MFG. I' CHAMFER 1/2 INCH DIAMETER BLACK REINFORCED RUBBER LIGHT POLE BASES VARIES a"`' HOSE (ABOVE FIRST BRANCH) No, Revision Data ppv . IN PARKING LOT TO CAP< �'1 1 ,+' Designed by L)tavrn by __]Checked by BE PAINTED YELLOW JAG J,1 THREE STRANDS OF #10 GAUGE TWISTED GALVANIZED STEEL WIRE checked by Approved by to 3 HORIZONTAL TIES CAD 12 C.C. , , , ` IMPERVIOUS FILL I .I TOP OF ROOTBALL s ee N.T.S. Date October 2a,200 MIN. 12 THICK .. ., _r - 5 1E'ERTiCAL-EQ. SPACED 2 x2 x HARDWOOD STAKE 1 INCH ABOVE Project ..m APPROXIMATE (3 ST ES PER TREE)' FINISH GRADE ett e EXCAVATION A LIMIT S* Flags FINISH GRADE. (MATERIALS VARY; -ate 3" PINE BARD MULCH. Del NOT ;. • COVER STEMS OR TRUNK. � . �aEOS'V'i�ITHETC ..- .. N BUR-AP .,-.... UNTIE AND CUT AWAY L MODULAR CONCRETE �� . �. ENFORCEMENT .,.: FROM 1 3 (MIN) OF ROOT BALL. FACING UNITS .,..... TREE SHALL BE SET PLUMB....,... ,�` ( y 2w TYP. COVER IF SYNTHETIC AP I USED, .,- AFTER SETTLEMENT A a ye . ;, T REMOVE COMPLETELY. 1623 Main Street CONDUIT AND GROUND ROD :� FREE DRAINING TRUNK FLARE SHALL BE SET :A 4 .t B.Jx. .,.. , . c�'VV �1 Massachusetts CONNECT TO INSIDE •.. •: 2 AB�C1'u'E THE ESTABLISHED SLOPE TO FORM SAUCER, CON DE METAL POLE r MATERIAL A` SEE ELECTRICAL PLAN FOR SIZE �:.... , FINISHED GRADE Issued tsar 3 MUL H CIRCLE .. PLANT BACKFILL MIXTURE. 3� PINE BARK MLIWN, DO NOT PLACE MULCH; ' R WITHIN 3 OF TRUNKReview IDS REI3AR UNDERDRAIN16— .•., } TO DRAIN SLOPE TO FORM �. �. ' .. ..,. . e; HIGHSAUCERNot Mary for Construction BOLT" LAYOUT � t . COMPACTED R + MOUNTING �. --`� SIT ROOT BALL ON Drowing Title UNDISTURBED? PROCEDURE A PLANT BACKFILL MIXTURE. I I, 2 t� alylll*I. R S LEVELING PAD: EXISTING UNDISTURBED SOIL>Ir�,r ,€,.lsr t� SUBGRADE PER MFG. SPECS 2'" COVER ,''� ,�� ,I> OR ON COMPACTED SUBGRADE +Y�x6. x HOLE - THREE TIMES ROOTI3ALL DIAIvIETEl2 section PI ON REBAR SUBGRADECOMPACTE ,� � ,� �,- ,-,. � � WITH SLOPED SIDES UNTIE AND CUT AWAY BURLAP FROM 1/3 OF ROOT BALL (MIN); Details Note: � � � •% `' IF SYNTHETIC WRAP IS USED, No '*, � REMOVE COMPLETELY Notes: DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. 00 LIGHT ;POLE 'FOUNDATION DESIGN IS SUBJECT TO STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM SIT ROOT BALL ON EXISTING 1. LOOSEN ROOTS AT THE MUTER TO BE PROVIDED BY WALL MANUFACTURER BASED O UNDISTURBED SOIL OR ON EDGE OF ROOTBALL OF CHANCE BASED ON FINAL POLE SITE VESTI GEOTECHNICAL ENGINEERS RECOMMENDATIONS. HOLE - THREE TIMES ROOTBALL DIAMETER COMPACTED SUBGRADE CONTAINER GROWNSHRUBS. SELECTION AND GEOTECHNICAL SITE INVESTIGATION.. WITH SLOPED SIDES Drawing Number` Lightale Foundation Detag (Up to 151 Pe 10/ o ar 6r� Tree Planting Tor Trees, Under erg 6/03 Shruban N.T.S. Source. VHS LO— 10 N.T.S. Source. VHS LO-750 N.T.S. Source. Wa LD—,60 N.T.S. Source: LID-600 � 4 RM J: Sheet of IVI .41 + ��w Projeet Number IONAr�r 09621-.00 0,9621—Ordwg : , . c i s - r 5 4:02:58 PM,, - xc P,\096 1 cad�ld\PlansetN996 21-EC.dwg V 0�0 k k C 8 f --,-,- I I 'k 0 11�1 ,;� / / 4 A x -V V 72, Z It j OR A x 73- X 0 �7 tN1 CD X x 7, If I I P Q �7 /61 mill 74,2 X 6,� X f Vanasse Hangen Brustlin, Inc. G4 4,J X F) r8 x i f \C)L- Transportation -W, Land Development 0 X 73,3 k r 75.0 7 A Y 'R Environmental Services J, C) V, 505 East Columbus Avenue 8ZO YOJI Springfield,Massachusetts 01105 f " X If jx V/ 413-747-7113 FAX 413-747-0916 -.1 AU p 10 x 7 J-11 L Z N zn 6�7 x 7 TO AJ x v, N X 7 5,3 1 "71 - \ I x Z 1, 1 1� N Al T 4� &.4- 1-J.!.- 3..-1, 9 x 79. 9 x i-i 1 1K X -71J X7 1) 79 6 X I rk A 35 C ! n !79,0 X76A @,N-, x C L 76,8 X, x x 6 x (X,, FED1 ,x @ X ,1 I I �\ 0 x 7 5.5 x X x 7 Al. 9 Y -Y , A @ 792- X 7 5,2 �L/ 9 X78.7 0,9 x `Nk 7 8,2 1 x 7 2.8 0 @ X x X -L , 7 ' 1 @ 20 0 20 40 x 5 74�e x 73 � X 7 4.9 7 9,3 x 0 SCALE IN ET 11 FE 0 X Wj t - X7a- 7 7 5, x 8 /* x 5", x x L 6 k J- co X 7 3A x J4 1 90A 8 7 1�1, z -4- x 7 4,' X7 5 6 6.7 x uc).3 - ,6 X7A 11 7 x P 7 3,6' X 7 ,10 X 0 0 9 AIli No. Revision Do to ppvd. x 8(D A ON x f X 7 62 O!rown, by jA x Designed by Chetked by X a I /F I M G G dJF CAD chuked by Approved by Y X, 8 315 i I/ < < 79A- is X7315 Scale C 1 11�--201 Do'e January 5,2001 Project Yale Y\ �J) X77,6 41, Six Flags New England x 3.6 It 7&3 White Water Family Ride A' (< 1623 Main Street X76.5 .0 X 9"6, JD --� assachusetts Agawam, M "o- j Issued for 7 144 x x x 78.5 I f Review x 852 X 73,5 X85A N, IN YA, 7 3,4- X U 4 \\ >� I x \ Not Approved for Construction 0 Drowing Title :�z (-" % I , k � \ \ 11 \ 1 � 7318 A x X 7 6A X 7 6.9 X 6/4 7 6 X x 113(1, 2 Ex*sting Condifions Plan 73A x 8 5) X 8 2,7 x X81,7 ,/ X Drawing Number J, 6, X 7 6, 4 X 7 6,3 -A A Sheet of A) C-11 x 9 1,13 00 7TO A x projeot Number 0 09621.00 CO .-'Q 0 t I d-,� A -(h �7 A�T, r 2 2, IV 09621-EC.dwg