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2331 MEETINGHOUSE WAY/RTE 149 - Health
,-133-1-Meetingha use Way (=Site B) West Barnstable Housing Corp A = 155 and 002 i it i � ousing Corp ni � AA 0�9((g , 344-Meetinghouse Way. (=Site B) . West Barnstable Housing Corp A = 155 and 002 h m G i f i C t 1 1 3 1 I II I SMEAO No.2153LBE i UPC 12034 smead xxn • Yada in USA I i i I { ;L bei, McKean, Thomas From: McKean, Thomas Sent: Friday, August 04, 2006 12:56 PM To: Traczyk, Art Subject: RE: Public Health Division Comments Site B-West Barnstable Community 40 B Project The innovative/alternative system proposed by the applicant appears to be satisfactory for this proposed development. However, we have not received a proposed monitoring plan. The applicant is required to submit a proposed monitoring plan to the Board of Health for their review per Section 360-26 Town of Barnstable Code. Also, the applicant shall comply with all State and local regulations in regards to providing safe and potable water for this proposed development prior to any building permit/construction activity. West Barnstable Site A-YMCA Site vo a14 On Tuesday August 1, 2006, Mark Nelson met with the Board of Health members to discuss whether innovative technology is required for this site. Mr. Nelson indicated public sewer might be made available to this site in the future. However, the Board members voiced their concerns of whether or not this development would be allowed to connect to public sewer. Also, the Board questioned the size of the piping that will be provided. In addition, it appears that easements will have to be attained from adjoining the property to connect to public sewer in the street. We are awaiting more information in this regard. 166 Fourth Avenue - H y f According to DEP, the proposal to increase the number of bedrooms (from three bedrooms to four or five) automatically triggers the requirement to upgrade or replace the existing septic system. The existing septic system is permitted for three bedrooms maximum. 1 f Q:\GMD-Groups\Zoning Board of Appeals\CORESPONDENCE\2006\L-063006-on West Barnstable Communities review request.doc D�IME,, Town of Barnstable eStdW9rABW.i Zoning Board Of Appeals Gail Nightingale,Chairman 39, 200 Main Street,Hyannis,Massachusetts 02601 Phone(508)862-4785 Fax(508)862-4725 Growth Management Department 367 Main Street,Hyannis,MA 02601 Ruth J.Weil,Director July 5, 2006 To: See attached list Reference: Zoning Board of Appeals Comprehensive Permit Application 2006-71&2006-72 Request for review for the West Barnstable Communities • Site A-Route 132—7.2 acre lot addressed 2239 Iyannough Road(Assessor's Map 215,Parcel 020-028)to develop 28 two and three bedroom townhouse units. • Site B-Route 149 new development plan for the—7.3 acre lot addressed 2331 Meeting House Road(Assessor's Map 155,Parcel 002)to develop 12 one- bedroom housing units to be for age 55 and older restricted. Dear Thomas: Enclosed are copies of the Comprehensive Permit Applications 2006-71 &2006-72 for the above referenced sites. • Site A's plans propose one building consisting of 12 one-bedroom units to be used as affordable housing for 55 persons or older. • Site B's plans propose 14 buildings, all duplex townhouses consisting of 2 and 3 bedroom units to be used as affordable rental housing. The Zoning Board is requesting your agency's review of both development plans and would appreciate knowing any of your concerns. This Comprehensive Permit will be heard on August 9, 2006 at 7:15 P.M. If you could provide your comments to the Board's Office by July 28, 2006 it would be greatly appreciated. Should You need..arly additional information,please contact Leandra Nicolo,Administrative Assistant at 862-4785 or myself. Thank you for your participation and assistance. Thank you, t -` Arthur P. Traczyk, Principal Planner3 ` copy: ZBA File 2005-100 CJ Gail Nightingale,ZBA Chairman Ruth J.Weil,Director Growth Management Thomas A.Broadrick,Director,Regulatory Review Services i • ZBA July 5,2006 Request for Plan Review Henry C. Farnham,Town Council Town of Barnstable 367 Main Street,Hyannis,MA 02601 John C. Klimm,Town Manager Town of Barnstable 367 Main Street,Hyannis,MA 02601 Robert D. Smith,Town Attorney Legal Department Town of Barnstable 367 Main Street,Hyannis,MA 02601 Laura F. Shufelt,Chair,Barnstable Housing Committee Elizabeth Dillen, Growth Management Department Town of Barnstable 230 South Street,Hyannis,MA 02601 Thomas K. Lynch,Director Barnstable Housing Authority 146 South Street Hyannis,MA 02601 David Munsell, Chairman, Barnstable Planning Board Town of Barnstable, Growth Management Department 200 Main Street,Hyannis,MA 02601 John J.Finnegan, Chief, Barnstable Police Department 1200 Phinney's Lane Hyannis,MA 02601 Mark S.Ells,Director Town of Barnstable,Department of Public Works 367 Main Street,Hyannis,MA 02601 Thomas McKean,Health Director Town of Barnstable,Health Division 200 Main Street,Hyannis,MA 02601 Tom Perry,Building Commissioner Town of Barnstable,Building Division 200 Main Street,Hyannis,MA 02601 Margo L. Fenn,Executive Director Cape Cod Commission 3225 Main Street Barnstable MA 02630 Thomas F. McDonald,Interim Superintendent Barnstable School Department 230 South Street, I . ZBA July 5,2006 Request for Plan Review Hyannis,MA 02601 Thomas F. Geiler,Director Town of Barnstable,Health, Safety and Environmental Services 200 Main Street,Hyannis,MA 02601 Ken Ventura, Superintendent Cotuit Water Company P.O. Box 451 Cotuit,MA 02635 Chief Paul A. Frazier Cotuit Fire Department P.O. Box 1632 Cotuit,MA 02635 Nancy Clark, Chairman Barnstable Historic Commission 200 Main Street Hyannis,MA 02601 • F12/22/2008 16:21 5088333150 HORSLEY WITTEN-GROUP PAGE 02/02 DEC-18-2009 11:01R FROM:RJ ULVILAC9JA TO:150EU:333150 P.2 Town of Barnstable . 1teffdatory Services 'ham I_Geller;Director Public Health Division , Thomas McKe=0 Director VRX- 790.6304 cdvaa. 30"62.46 44 �D ear Cerfi e—t-1 Dam, � � -- P n on pw ismied it gait to iOW a tad on a deslP drawsa by . sqd@ oy � ~ cr+rti dyad � ,iced above was i 11ed bs al ' to the deli st, why may�t�c$�de pox a ov l changes such as lateral� as ��the daft-ben box armor sloe tW& t e sent e�referenced abova wa:, metalled 941t'h je CIA CargyGation of the SAS ar aay vexde+ai fe or o C, mt but in=ardanw with Staff&i:® ltzgu1 �. l xeM nr coed_ t by desi,pe r to follow. sft zgncr s e r tea-St=P UNTIL ant tZ; Ctle Fromm Page 1 of 1 rTOWN F A STABLE LOCATION Y VWV-% WAGE#2OOg—Q9S -2— / VILLAGE bt/e.tL .0,,- .6Jk A •SEESSOR'S MAP&PARCEL ITS'100 1, �J 7/QOZ"/OO l� INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY �`�'6►O 6 p" LEACHING FACILITY-.(type) Rafe j SLR+--t (size) ,'I, NO.OF BL;9R-8WS 11 Vw <S p&`(y $)y W4- PERMITar�y � 1 1 ONER 7b w'� a NSAJ DATE: 3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within NO feet of leaching facility) Feet FURNISHED BY y�.., v - y S - s- c - l - 2 - •7 - C co 31 3C.S 1 1/12/2011 TOWN F A STABLE /� LOCATION 23 3 l� �Y� �04PtATWAGE#2-adDd—0`75 VILLAGE A SE-SSO�pR'S MAP y &PARCEL /SS� O Z INSTALLERS &PHONE NO. � JS -lb eo it-ctt,4 C, SEPTIC TANK CAPACITY td(" LEACHING FACILITY:(type) ;®e l S#4'-*G (size) ';,ao V �@a,,- OWNER NO.OF 3;- 6MS 12 t.,—Oo'S Pdtctr �U�� /o w'v Ot 6,,ocA,S/4I LL PEPART DATE: 3 COMPLIANCE DATE: I 0 Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 'Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site or within 200 feet of leaching facility) - Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY i 71' .M 5C 11 c - E - IL C/ c 7 L11 w 31 No. Q Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for �Bis;pOgar 6pgtem Con5tructtion Permit Application for a Permit to Construct W Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components 3L Location Address or Lot No. .733� � (. �°+ 9,3 4 ,51400 � Owner's Name Address,and Tel.No. (1j0'g)' I�ub� y , Assessor's Map/Parcel �� ft1a1fL 'GE 16p-nn;6 1,M�A Installer's Name Addre s,and Tel No. D�3 4$q-1 Designer's Name,Ad ress and Tel.No. 6Z�', f�e�iaujtno� j � N ��j W lficr�. Csc�up 9�-L ki o,ll6 to f dlviicV Type of Building: �� y Dwelling No.of Bedrooms�'L LAn Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 0900 d gP Plan Date Pam`( O 1 l% —O 8 Number of sheets S 9 Revision Date Title VJtbA- _e ,V< ,*14, eAcn-ayg)bLe.. ft o►*,A Size of Septic Tank ('0 000 qQ 1 Type of S.A.S. L'1, f+n C 5 Description of Soil S Ry)dh 1 oc,M L.4r JAf6 u1. ��„ � 'Sot-na �0 M d�a�h U oa'lr� Nature of Repairs or Alterations(Answer when applicable) ColT�ftct�k�ill, c�C a 12 ur 1+ `G�,•C(i1�f11.� kmt44 \ u'%A In or`r4b �ar✓�� c�r �{ 3 aceIWOS w_ �., .ire CJ ; U Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of th nvironmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board a Signed / Date Application Approved b Date 3 / ,1 08 Application Disapproved by: Date for the following reasons Permit No. 2CD0 8—(Q9-5 Date Issued / Q ——————— —————————— -� �' -+ .r..-e.» ,.,,,;,_ �.. -�•-• ..,�s. ---cy.wax `\ /'�� No �"�. 'Q �rj `� Fee' I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIPPrication for Migogal bpotem �tCougtructiott. -. Permit _ Application for a Permit to Construct pC) Repair O Upgrade( Abandon O ❑ Complete System ❑Individual Components 1"-v ' LI ' y331 Illu 1,� �u yJ�Lot No. 't Owner's Name,Address,and Tel.No. Location Addressor Assessor'sMap/Parcel yi ,n 5L 11 oDn'S MA Installer's Name,Addr ss,and Tel.No. SOS 33 1 t69q. Designer's Name,Address and Tel.No. �. Fa2Yd�elo to all '�, t3l 1I�f'�Lr �f`1 1fi ri C5t„l IS Z k�ohs W a .Sk i c.h�MA 00 {Lov le (VA w)c 1 N " Type of Building: y { Dwelling No.of Bedroo Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers{ _`)'Cafeteria( ) Other Fixtures ` Design Flow(min.required) I e o o gpd Design flow provided 1900 , gpd Plan Date 1 9 - Number of sheets 1 1 Revision Date O 1 Tit1MPb'I' C1Mn,L4n,h,6S W , Papsn 4gbLe.. iho,3-,ac1�U�e '� 5 t Size of Septic Tank (0,000 Oho,l Type of S.A.S. Lee,001 y (1' s '-" Description of Soil 's AYd! 'va m L rNjAA00yX. ,��3 Sq na to cJ C'�iq--h y Nature of Repairs or Alterations(Answer when applicable) (ZW)46Uft`I r4- 4_ bot -tC Tn"n� 1v,h54 a>rZA , a,cH� (�rchas` Fir �ltic.�' 13�v %c S; 12V✓ � ib .ke UA t Date last inspected: Agreement: - The undersigned agrees to ensure&'construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t e!Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board • e Signed % Date Application Approved b Date Application Disapproved by: Date -. for the following reasons r Permit No. 2.C:)o 8 5 Date Issued -----------------—---------------------,-.:�. ------- � L i�0 THE COMMONWEALTH OF MASSACHUSETTS /S oI" BARNSTABLE, MASSACHUSETTS R_ pg 0e �PDOR Certificate of Compliance HIS•IDS TO CERT FY,that the On-site Sewage Disposal System Constructed (�� Repaired ( ) Upgraded ( ) Abandoned( )by IP06r} 6e v'a l 2 u // at 2 33 1 M 42'f'in 1A 0�1 Se WG ,*, RIV O has been constructed in accordance with the provisions of Title 5 and the for Disposal stem Construction Permit No. 2 W 6 09 S dated R h o oo Installer 'g6,Ft 9,2yie I-TCT U 1q. Designer jn12 #bedrooms Z 14 & ,: (0- 124091 Approved design flow l o oo rye gpd The issuance o this+ ee t stha• ypoot be construed as a guarantee that the system Jill`l f/ cf on,as,designed. Date p / U Ins ector P -- ---1 y---- --_ — N.. >=�(]r� :..�.�sy � � � ?a.. ' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 'Wt5po5al 6pgtcm Cougtruction Permit Permission is hereby granted to Construct (� Repair ( ) Upgrade ( ) Abandon ( ) System located at 3 1 /Y►e e�=,, h o�,Se Wa bo c S (3GnS bG� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date 3 ` 6110 Approved by w Witten p _ �I or�1��y V t t. .n �GroL1, Sustainable Environmental Solutions M , 90 Route 6A Sandwich,MA • 02563 Te1:508-833-6600 • Fax:508-833-3150 www.horsleywitten.com Letter of Transmittal TO: Donna Miorandi, R.S. DATE;12/22/08 JOB NO. 5093 Barnstable Health Division RE: West Barnstable Communities Site B— 200 Main Street Engineer Sign-off Hyannis, MA 02601 WE ARE SENDING YOU: Via: US Mail THE FOLLOWING: X Report Prints Plans _ Shop Drawings Specifications Copies Check _ Contract Documents 1 Copy—Engineer Sign-off Form T j t REMARKS: Donna, Attached is the Engineer Sign-off form. Please let me know if you have any questions. Thanks Joe COPY TO: SIGNED: Joe Henderson P r UEU-18-2008 11:01A FROM:RJ BEVILACQUA 508-833-6359 TO:15088333150 P.2 Town.. of Barnstable Regulatory Services 1 Thomas F.Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 509-790.6304 Installer&Dgiener Certification Form Date. 117 D 8 D ! 10 r5�e Installer: es f�S �er: p Address: t, 4A Address: , MA 02 3 r P_, 0�6 on 3-1 d- 6Awas issued a permit to install a m. 1 N c s=at Z 33 f based on a design drawn by (designer) dated 1 , 1 g-�8 XI certify that the septic system referenced above was installed substantially according to the design. which may include minor approved changes such as lateral relocation of the distn'button box and/or septic tank. I certify that a septic system referenced above was installed with major changes (i.e. gr eater thaw lateral relocation of the SAS or any vertical relocation of any component of the septi )but in accordance with State &Local Regulations. Plan revision or certified b 't by designer to follow. S�►Of Fff V"WV LU er s Signature 3 C" igner s ignature ( Designer*s Stamp Here) E O S ABLE..PYJBLICHEAL DIMS ON. CERTIFICATE FPUL NOT BE ISSUEDIINM BOTH THIS FORM AND AS- CA ARE EMD BY THE BARN TABLE PUBLIC HEALTH I N. O Q Health/*ticmedper Cadficetion Fora► New I/A System Permit Summary Sheet v Site Information \S4CH094` Town: Town Permit# Assessor Map/Parcel: N9 155 Wy l go-2_ Unique Town ID# Site Address: ,;�3% I � cc V"6u&c_ Wad Ckaule, 1-1-1 Owner Name: 1�0u*brr, lass 6-nj.l, Cat �l'ianr Alternate Name: Home Phone: Mailing Address: H&C) yN, -Work PhonetG0$D I114 v-io(o ty)A Title 5 Information Building Type/Use: f1t4r1tj OouS)rtq Design Flow: )llaa O (gpd) Seasonal Use? Yes ❑ No 0 Unknown ❑ Bedrooms: 1 Z t t.-n;kS Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks, pressure distribution SAS, effluent filter, UV unit,etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model# 01oL(4& Al-j I-Lo -q60 un, DEP Permit Type: General Board Approval Date: II Wag COC Date: ❑ Provisional O & M Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: InfluenVEffluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system DEP approval will apply. Effluent pH ® BOD5 CBOD ❑ TSS TN Nitrate ] Nitrite Organic N ❑ Ammonia ® TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: !1,c.c,c5 — Other Applicable Limits: Influent pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to:. FAX: 508-362-2603 Email: bciatech@cape.com of s;t,q New l/A System Permit Summary Sheet Site Information Town: f_10fT06)0Lk_ Towri Permit# Assessor Map/Parcel: PG;p't55 �F I- Unique Town ID # Site Address: ,;�%% bm t! a �ULC. 'a°1 �33 � Owner Name: IAout,Ir9 1�4Stt,lbm�-�. C�taoCb�tdY11 Alternate Name: Home Phone: Mailing Address: H&C) Y-4. ` )gon t)k(G1L+ Work Phone(6o-D I Ili rt lio(o _ �ianniS 1Y)Ja Title 5 Information Building Type/Use: ftr4flti Oot s"nl bq-w0rnN-A)r Design.Flow: N-a O (gpd) Seasonal Use? Yes ❑ No N Unknown ❑ Bedrooms: 12 U.n�k5 Title V N.S.A.? Yes ❑ No ❑ Unknown ❑ Lot Size: SA OC.0 S Non-standard components: Please list all components e.g. 1/A treatment unit, pump chamber, pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit Make and Model # ppa nte CUZ All JW -960 (A ►�' DEP Permit Type: �General Board Approval Date: 11 Wei COC Date: ❑ Provisional O & M Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Unit Installation Date: Unit Startup Date: DEP Permit ID#: Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent pH ® BOD5 ® CBOD ❑ TSS® TN Nitrate Nitrite Rf Organic N ❑ Ammonia ® TKN Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ . Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: Influent - pH ❑ BOD5 ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: BCDHE Tracking# Please return this sheet to: FAX: 508-362-2603 Email: bciatech@cape.com I e � r OF TH E Tp Town of Barnstable BARNSTAUiLEJ t'• MASS. �A + Board of Health \\Fo M P.O. Box 534, Hyannis MA 02601 Office:_508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. C January 11, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site B West Barnstable Community, 2331 Meetinghouse Way, West Barnstable 12-One Bedroom Units, 8.3 acres, 1,800 GPD A=155 and 002 Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed construction of 12 one-bedroom units at 2331 Meetinghouse Way, West Barnstable, Massachusetts. The wastewater system will consist of a 6,000 gallon septic tank, a Bioclere innovative- alternative (I/A) treatment unit, a nine outlet distribution box, and a soil absorption system. The Board of Health has no objections to this proposal. The Board approves this proposal with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed ) for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2) years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. 4) No more than 25 persons total may reside onsite for more than 60 days per a one year period. Q:WP/SiteB2231 Meetinghouseway l r 5) A back-up"generator shall be provided for the operation of the drinking water well during times of power outages. Sincerely, Wayne Miller, M.D. Chairman BOARD OF HEALTH CC: Arthur Traczyk Q:WP/SiteB223I MeetinghouseWay n �pF THE y�P Tp� Town f Barnstable ow o IJ; 9 "Ass s6�q. Board of Health �p �0 ArED MA'S A, P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. January 11, 2007 Mr. F.P. (Tom) Lee, P.E. Senior Project Manager Horsley Witten Group 90 Route 6A Sandwich, MA 02563 RE: Site B West Barnstable Community, 2331 Meetinghouse Way, West Barnstable 12-One Bedroom Units, 8.3 acres, 1,800 GPD r�=1sr6 ' Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed construction of 12 one-bedroom units at 2331 Meetinghouse Way, West Barnstable, Massachusetts. The wastewater system will consist of a 6,000 gallon septic tank, a Bioclere innovative- alternative (I/A) treatment unit, a nine outlet distribution box, and a soil absorption system. The Board of Health has no objections to this proposal. The Board approves this proposal with the following conditions: 1) The wastewater effluent shall be monitored bi-annually (twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2) years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. 4) No more than 25 persons total may reside onsite for more than 60 days per a one year period. Q:WP/SiteB2231 MeetinghouseWay G i 5) A back-up generator shall be provided for the operation of the drinking water well during times of power outages. Sincerely, Wayne Miller., M.D. Chairman BOARD OF HEALTH CC: Arthur Traczyk Q:WP/SiteB2231MeetinghouseWay A back-up generator shall,be Provided for. the operation. o:E p the drinking water well 5) during tithes o:CPower outages. Sincerely, aync Iil.ler,M.D. Ch.airmt n ao,4,ZD OF HEALTH C C: Arthur. Tracz* Q°WP/Site.B223 weetinghouseway t Town of Barnstable �sa�,u�xne t439. 10 Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Wayne Miller,M.D. Paul Canniff,D.M.D. Mr. F.P. (Tom) Lee, P.E. January 11, 2007 h �� Senior Project Manager 1N Horsley Witten Group 90 Route 6A Sandwich, MA 02563 r %€ RE Szte B West$arnstable Comrnunrty; 2331 Meet>ngliouse Way, West Barnstable 1�2 One Beda^oozn Units, 8;x3 acres, 1;8Qr0�GPD �� � g �A 155 and ®02��� � Dear Mr. Lee During the public meeting of the Board of Health held on November 7, 2006, the Board reviewed the proposed wastewater treatment system for the proposed construction of 12 one-bedroom units at 2331 Meetinghouse Way, West Barnstable, Massachusetts. The wastewater system will consist of a 6,000 gallon septic tank, a Bioclere innovative- alternative (FA) treatment unit, a nine outlet distribution box, and a soil absorption system. The Board of Health has no objections to this proposal. The Board approves this proposal with the following conditions: 1) The wastewater effluent shall be monitored bi-annually(twice per year, not quarterly as proposed) for the following parameters: pH, BOD, TSS, TKN, Ammonia-Nitrogen and Nitrate-Nitrite. 2) The effluent shall be monitored for a period of two (2) years minimum (not one year as proposed). 3) The applicant shall locate an outdoor recycling waste storage area onsite. 4) No more than 25 persons total may reside onsite for more than 60 days per a one year period. Q:WP/SiteB2231 MeetinghouseWay r 5) A back-up generator shall be provided for the operation of the drinking water well during times of power outages. Sincerely4innn er,M.D. C BOARD OF HEALTH CC: Arthur Traczyk Q:WP/SiteB2231 MeetinghouseWay t OPERATION AND MAINTENANCE PLAN West Barnstable Communities— Site B (Lombard Property) West Barnstable, MA The wastewater treatment system to serve the West Barnstable Communities Site B development has a design capacity of approximately 1,800 gallons per day and consists of a 6,000 gallon two compartment septic tank, a Bioclere 24-20-950 secondary treatment unit, a 9 outlet distribution box and a soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the Bioclere system. Maintenance and inspection tasks for the Bioclere unit are to be performed as specified by Aquapoint, Inc., at the frequency specified by Aquapoint, Inc. or by the system permit. Maintenance inspections The certified operator should perform the following on a quarterly basis: ■ Measure and record the influent and effluent temperature ■ Observe discharge effluent to the Bioclere for solid carryover ■ Observe inlet sampling port for any blockage ■ Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness ■ Inspect structures visually for condition and integrity ■ Inspect vents for cracks and clear screens of any debris ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. ■ Keep a written record or fill out the attached Inspection and O&M form for every inspection JA9093 Housing Assis-YMCA-L.om bard\Reports,Site B D&M plan.doc November 7, 2006 I The following should be performed every 6 months: ■ Check effluent filter, clean if necessary The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. J:\5393 Housing Assis-YMCA-bombard\ReportsiSite B O&M plan.doc November 7, 2006 WATER QUALITY MONITORING PLAN West Barnstable Communities—Site B (Lombard Property) West Barnstable, MA The monitoring plan has been developed in response to the Board of Health regulations for alternative technologies that allow the Board to require monitoring of the performance of an alternative septic system. We propose quarterly monitoring of the septic system influent and effluent for the following parameters: pH; Biological Oxygen Demand (BOD); Total Suspended Solids (TSS) Total Nitrogen including: Total Kjeldahl Nitrogen(TKN) Ammonia-Nitrogen Nitrate-Nitrite Samples will be analyzed by a state certified laboratory. Analytical results will be reported to the Board of Health, Housing Assistance Corporation, and the contract operator within 30 days of sample collection. Samples will be collected quarterly for a period of one year only. J:15093 Housing Assis-Ytv1CA-t-ombardtReports\Site B OEM plan.doc November 7, 2006 r °} Massachusetts Department of Environmental Protection 1\� Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems A. Installation Important: When filling out Owner forms on the computer,use only the tab key Facility Street Address to move your cursor-do not City Zip use the return key. Mailing address of owner, if different: ± Street Address/PO Box: AAP I City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider O&M Firm Street Address City State Zip ( ) - ext. Telephone Number Certified Operator Name Certification Number C. Facility/System Information DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ❑ Remedial Seasonal Residence—used less than 6 mo./year: ❑ Yes ❑ No D. Operating Information Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ❑ No t5aiom.doc•rev.11-07-05 Page 1 of 3 #4 Ll Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Field Testing Field Inspection: Color: ❑ gray ❑ brown ❑ clear ❑turbid ❑ Other(specify): Odor: ❑ musty ❑ earthy ❑ moldy ❑ offensive ❑ turbid Effluent Solids: ❑ no ❑ some pH 6 to 9 SU DO 2 or greatermg/L Turbidity NTU 40 or less Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description of any maintenance performed since previous inspection &during this inspection: Notes and Comments: t5aiom.doc•rev. 11-07-05 Page 2 of 3 Massachusetts Department of Environmental Protection I Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Operator Signature Date System owner must submit this report,technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31 st of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 31th of each year for the previous 12 months General Use—by September 30th of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6th Floor Boston, MA 02108 I t5aiom.doc•rev.11-07-05 Page 3 of 3 Borsley. Group _Wi ten. Sustainable Environmental Solutions,., 90 R. - oute 6A Sandwich MA .02563 October 25,2006 - ' Phone-508 833-6600 - Fax-508-833-3150 www.horsIgy.Mttemcom Tom McKean;Director Barnstable Board of Health Town of,Barnstable, 200 Main•Street Hyannis,"MA-02601 { Re: West Barnstable Communities Site A and B 'Dear Mr.McKean; ` The Horsley,Witten Group,Inc. is submitting the'enclosed,desigri of the wastewater treatment systems for the West Barnstable Communities Site A and B Developments on'.behalf of the Housing Assistance' Corporation. The West Barnstable Communities Site A property consists of 7 2:acres and is located at Map.215;Parcels 020 and 028,West-Barnstable;Massachusetts The development includes residences that.will consist of seven four-family townhouses,,comprised of 18.two-bedroom,units and 10 three-bedroom,units with a- . Title 5 design flow of 7,260 gallons per day,(gpd).The design flow,is'based 6n,110 gal/day/bedroom as, defined in-310 CMR,1.5 416. Wastewater will be collected and iransporied,to thetreatment'system. through,a gravity sewer.main.The treatment system consists of a 23,000 gallon septic;tank,NitriFAST® 9.O.unit,NitriFAST 0.9®unif and 12;000 gallon dosing chamber:'-Also included are two blowers and"a 5 gallon chemical supply,basin which<will dose Micro C,a non-hazardous carbon additive,to the . NitriFAST®0.9 unit._ From the treatment system,,treated'effluent.wilfbe pp, a force main to the leaching area located in the northwest corner-of the site. The leaching f eld consists of.-24 trenches approximately 75,feet in length. The.treatnrent system is designed to treat to 19 mg/L for total nitrogen. The West Barnstable Communities.Site B property-consists of 83-acres and is located at 2331 Meetinghouse Way(Route 149),Map.155,Parcel 002;West Barnstable,,Massachusetts. The proposed building will consist of twelve;units designated for residents aged 155 and-Ader,with a Title 5'design flow of 1,800 gpd. The design flow is based ori,150'gal/day/unit as defned"in 310 CMR 4.16. .Wastewater will flow by..Y gravity.froin'the proposed building;.into the 6,000.gall on,septie-tank,for primary settling. From the septic . tank"flow.continues by"gravity to the Bioclere.uni-,which will,provide enhanced treatment. After treatment in,the Bioclere unit wastewater flows by gravity,through the 9-outle't'distribution box for disposal_in the 6-6.8:foot long;leaching trenches. The:treatment system is also designed to treat to'19 ` mg/L for total nitrogen. The wastewater design plans are enclosed'for.your,review and approval.. Please call with any questions or., . if,.you require any further information:; Sincerely, HORSLEY WITTEN GROUP, INC. " P. (Tom)Lee; P.E. ` Senior Project Manager r Enclosures JA\ 093 11ooji o Assis-YNICA-I;ombald Loire pondcnce.1101-1.lcttket'102366.doc Sandwich . Boston Providence Smart Growth--Integrated Water Management Wastewater Management • Stormwater Management Civil&Environmental Engioering, Wetlands Assessment - H dro eolo &Water Supply, r _ y g gy pp y,•.Coastal Management.. Site Assessment&Remediation Land tJse Planning Graphic Services • Education.&Outreach. • :H® s t Sustainable Environmental 8 61uti9ns . 90 Route 6A Sandwich;:MA . 02563 October 25, 2006 - phone-508-833 6600 Fax-508-833 31.50- • .wwwhorsleywitteaxom' Tom McKean;Director'. Barnstable:Board of Health Town.ofBarnstable: .: 200 Ma' Street _ Hyanni 1VIA—•0260I Re: West Barnstable Communities Site A and B Dear Mr McKean, 7. The Horsley•Wttten Group:,Inc ts,submitting"the"enclosed design oi'the wastewater treatment systems for the West Barnstable Communities,Site A and B Developments on behalf of the Housing Assistance Corporation The West Barnstable Communities Srte A property consists of 7.2 acres and is located at lVlap:215;Parcels 020 and 028,' Vesti Barnstable,lVlassachusetts Tlie development tncludes residences that will consist of seven dour family townhouses,coiriprtsed.of 18awo bedroom,unrts acid lQ'three b'edrooin.unrts with a Title 5,design:t6i of 7,26Q gallons per.day:(gpd) The design#low,is`based_' 110 gaVday/bOroom as defined:in 310.CMR 15 41.6. Wastewater will be collected and transpoz'ted to:the treatment system through a gra�rity sewer main The treatment system consists of a 23;000 gallon septic tank,Nib. riFAST® 9'.0-unit,NitziFAST 0:9®unit and=:12,000•;gallon,,dosing chamber Also included are two blowers and"a 5 gallon cherriicai supply basin which will dose Micro C,a non-1 azardous carborr additive,.to the Nitr>FAS.T®.0,9 unit:. From the freatment.systerri,treated effluent.will be pumped through a force main r to the leachng'area located'in the northwest corner ofahe s>te.,The leaching field consists of 24 trenches approximately 75 feet in Length The treatment,system`is designed to. reat to l9:ingfL for total nitrogen. The West Barnstabletommumties.Site.B property consists of 83 acres:_:an' is located at 23331 Meetinghouse _ -:Way(Route.1.49},Map.155,Parcel 002,Wrist Barnstable%Massachusetts The proposed bitildmg will consist'oftvi!elve,unifs desigriated.for residents aged 55;and:oldei',with a Title 5-.design flow of,1;800 gpd The design flow is.based 6n:150 gal/day/unrt as defined n 310 C. 416. .Wastewater will flow by.: grAV ity-from the proposed builds ig, into the 6,004 gallon septic tank,for primary.sefthng From the septic tank'flow confmues by gravity to the Bioclere.unit wh..ich will:provide enhanced treatment:: After treatment m':the B>ocIere uriit wastewater.flows by gravity through the 9-outlet distribution box for rlisposal in the 6 68:foot long leaehmg;trenches. The.treatment system >s also designed to:treat to'19 mg/G for total n>txogen The wastewater design plans are enclosed'for.y'ourrevew and:approval:. Please call with any questions or .if you•requtre:any furxher information " - Sincerely, F. HORSLEY WITTEN`GROUP,.INC04 . ' f. P. Tom:-Lee,P.E. Senior.Project: pager. ; Enclosures J t5093.11oudki ASsis=YMCA Lgmbal'd\Contsp�i�deucelEiO}Ilettct .02306dvc � Boston Providence- Sa ndvv eh Smart Growth • Integrated Wafer Management •Wastewater Management.•Stonriwater Management Ci431 8 Engironmentai Engineering• •Nletian8s Assessment Hydra6eolb9y.8 Water.Supply .Goastaf Management. Sita Assessmenb8 Remed3ation land Use Planning •.Graphic Services-'Education.&"Outreach. } ' f pp THE T, rip L own ®f Barnstable P IIAM STABLE,`'1 MASS. a Public Health Division BOA\IUD"` a 200 Main Street Hyannis MA 02601 Officc: 508-862-4644 FAX: 508-790-6304 TO: Arthur Traczyk October 24, 2006 FROM: Thomas McKean RIE: Comments and Questions Regarding Two Proposed Projects 'bombard Property (Site B) and Behind the YMCA(Site A) LOMBARD PROPERTY (SITE B) This is a 7.3 acre site and only 12 one-bedroom units are proposed,for persons aged 55 and over. An innovative/alterative system is proposed. It is our understanding that part of existing agreement is that the Selectmen's Building's plumbing will be tied into the new system. Questions and Comments: 1) Before any construction can begin,the applicant needs to verify that there is a potable water supply onsite. Therefore,the applicant shall first construct a well and test the water quality(testing shall be conducted for VOC's and for bacterial quality). 1) QUESTION: There is a water supply well adjacent to the Selectmen's Building. Are there any other wells in the vicinity? 2) The septic system design data must be revised because,as of April,new regulations require a design calculations of 150 gallons per person. Nitrogen loading calculations must also be submitted. 3) For the proposed Bioclere I/A system: The applicant shall submit a proposed monitoring plan to the .Board of Health for their review. 4) The applicant shall submit an operation and maintenance contract(O&M)for the I/A System. 5) A back7up generator is recommended. 6) The staff recommends the installation of a filter(such as a Zaebel Filter for septic tank outlet pipe to reduce the possibility of solids passing through. This filter requires additional cleaning. 7) There is great concern over the distance of the proposed tie-in to Selectmen's Building. The measured distance is approximately 300 feet. If regulations do permit this,there must be clean-outs installed every 100 feet and needs to be sufficient pitch in the piping. 4) If both systems are tied together(Old Selectman's Building and his project),the applicant may be required to obtain a public water supply permit from DEP. However,the staff recommends a separate septic system for the Old Selectmen's Building. 9) The staff recommends re-routing the piping around the dumpster pad area,rather than beneath it as presently proposed. 10) What is the proposed construction beneath the dumpster?A concrete pad? 11) The actual tank size should be stated more clearly on the plan. 12) QUESTION: What is the distance from the old system at the Selectmen's Building from the proposed well? 1.3) The staff recommends that there be no garbage disposals allowed within any of the units as they would impact the onsite sewage disposal system design and functionality. 14) The Health Division is awaiting the soil evaluation results. This information must be shown on the plan. 15) The applicant should be made aware that the new Rental Property Ordinance,Chapter 170,is in effect and each rental unit at this property would have to comply with this Ordinance. 16) The Zoning Board is considering requiring additional emergency egress locations,and we concur that this would be a good idea. C:\cache\Temporary Internet Filcs\01.K1 76\LombardYMCAConinients.doc i YMCA(SITE A) A total of 66 bedrooms are proposed in total. All units will be rentals. The proposed sewage disposal system consists of an innovative/alternative technology. This site is not located within any zones of contribution to public water supply wells. The site contains difficult topography;excavation will be required to remove 30 feet of hill. AREAS OF CONCERN: 1) Soil evaluations and percolation test(s)may need to be rescheduled due to the drastic changes in elevation proposed. Z) All proposed dumpster locations need to be identified on the plan. The current plan does not show any locations of dumpsters. 3) Traffic flow to the rotary has conflicting arrows on the plan. The applicant shall clarify the traffic flow. 4) For the proposed leaching field: the contractor will be required to strip out impervious soils surrounding the soil absorption system rand replace it with clean sand. 5) The applicant should be required to ensure that this project will be connected to public water. As part of the approval,a condition should be worded in this regard. 6) For the proposed Fast I/A system,the applicant shall submit a proposed monitoring plan to the Board of Health for their review. 7) The applicant shall submit an operation and maintenance contract(O&M)for the proposed UA System. 8) The applicant shall show screened-in dumpster(s)on the plan to the satisfaction of the Health Dept,Fire Dept,and Site Plan Review. 9) The applicant should be made aware that the new Rental Property Ordinance,Chapter 170,is in effect and each rental unit at this property would have to comply with this Ordinance. CAcache\Temporary Intemet Files\OLK176\LombardYMCACon7ments,doc V Comprehensive Permit 2006-072"YMCA Site" � s Housing Assistance Corporation-West Barnstable Communities Site A �r y 11. The site is within the Old Kings Highway Regional Historic District. Plans have been g . transmitted to the local Historic Committee for review and comment. That Committee has ` responded back with an optional draft site plan that did not consider the topographic features ofG. •'y {'rim k. as 2.^ the site. They have not expressed any concern for the design and architecture of the structures. 12. The proposed project will be served with public water and an on-site nitrogen reduction wastewater disposal system. The applicant's representatives have represented to the Board that sufficient area with suitable soil has been found to accommodate the on-site septic leaching system. The proposal is to install a F.A.S.T. Innovative Alternative system that will reduce the nitrogen to 19 mg/1 or lower. 13. The Health Agent, Thomas McKean has reviewed the proposed on-site septic system. In his October 24, 2006 comments on the plans, concerns were expressed that due to the proposed changes in elevation, soil evaluations and percolation tests, an operation and maintenance contract is necessary, and a monitoring plan must be approved by the Board of Health. He also filed concerns regarding the dumpster locations/screening and assurances that the units will be f connected to the public supply well, and that Chapter 170 - Rental Property Ordinance - of the Town of Barnstable will apply to the units. PP Y . 14. The projected nitrogen concentration from the on-site septic system is projected to be at or below 19 mg/l. Total nitrogen loading was calculated by the Horsley Witten Group at 4.93 parts per million nitrogen (ppm). This is below the State's standards for maximum nitrogen loading of 10 ppm and within the Cape Cod Commission's standard of 5 ppm. 15. There are no known wetlands in close proximity to the property and the proposed development would not require any order from the Conservation Commission. Runoff from the paved areas of the site is to be processed through bio-retention areas and to an infiltration basin to be created from a natural low area of the site. 16. The proposed development is to be 100%affordable. Under the Growth Management provisions of the Zoning Ordinance there are more than a sufficient number of affordable permits available. This being multi-family, the 28 units requires 10 building permits. The applicant has requested that all of the unit building permits be allowed to be issued all at one time. 17. The applicant has agreed, to the extent permissible bylaw, to implement a local preference for up to 70% of the affordable units for residents of the Town of Barnstable and for persons employed within the Town. 18. According to the Department of Housing and Community Development, as of June 01, 2006, the Town of Barnstable has a total of 1,388 affordable housing units which represents 6.8%of the total housing stock. The statutory goal of MGL Chapter 40B, the Local Comprehensive Plan and the Regional Policy Plan is to provide 10% of the housing stock as affordable housing units. 19. In view of the Town's current deficit for affordable housing units and the applicant's proposal to provide 100%of the units as family affordable housing to households at or below the 60% median income of the area, this development is consistent with the local needs for the Town of s r Comprehensive Permit 2006-072"YMCA Site" Housing Assistance Corporation-West Bamstable Communities Site A household size in perpetuity. All units shall be made available to qualified households on a fair and open basis. A Regulatory Agreement reflecting the above restrictions shall be prepared by the applicant, approved by the Town Attorney's Office and recorded at the Barnstable Registry of Deeds by the applicant prior to any building permits being issued. Such restrictions shall take priority over all financing documents related to this project. 2. Development of the site shall be in conformance to the site plans presented to the Board consisting of eleven (11) plan sheets. The Title Sheet of which is entitled "West Barnstable Communities—Site A Comprehensive Permit Application W. Barnstable, Massachusetts" dated June 26, 2006, as drawn by Horsley Witten Group . However, those development plans shall be , modified to reflect the last general site plan submitted dated November 29, 2006 and shall be a$�� initialed and dated by the Chairman. , 3. The structure to be constructed on the site shall be in strict conformance to the architectural .� � plans presented to the Board consisting of eleven (11)plan sheets. The Title Sheet of which is entitled "The West Barnstable Communities proposed 28 Unit Family Housing Development Site "A" Rte 132, West Barnstable, MA Developed by Housing Assistance Corporation" as -�'} drawn by Brown Lindquist Fenuccio & Raber Architects, Inc., dated 7-17-06 to be initialed and dated by the Chairman. 4. The above referenced site plans and architectural plans shall, however, be modified as follows: • To the extent possible, all exposed surfaces of the retaining walls shall.be aesthetically designed and where possible constructed as sloped inclines rather than straight upright walls. All necessary engineering for permits for the retaining walls/structures shall be prepared and submitted to the Building Division which shall allow for final approval of said wall. • Upon review of the proposed retaining walls or structures by the Building Division, any fencing required by that Division shall be installed to the satisfaction of the Building Division. • An exterior site lighting plan shall be developed and approved in advance by the Growth Management staff with due consideration for the site's surroundings. Sodium or mercury vapor exterior lighting shall not be permitted. All site lighting shall be contained on site and shall not be permitted to shine into abutting properties. • Location and installation of on-site fire hydrants shall be reviewed and approved by the West Barnstable Fire District. • The applicant shall also comply with all of the 9 points of concern, requirements, and 1 recommendations cited in the October 24, 2006 Memorandum from Thomas McKean. This shall include a monitoring plan and maintenance plan for the on-site septic system. The final set of development plans, including any final or revised landscaping plan shall be submitted to staff for review and approved 30-days prior to any construction activity being initiated for that component of the development. Final building plans shall also be submitted for final staff approval prior to the issuance of any building permit for the proposed•structure and units. Should the staff determine that a discrepancy in the plans exists and differs from that as 10 FOR �t1��P� t,��ey^ DATE -2.16 TIME � OF GS ` 1 FAXrr Efl�iEC3 MOBILE. Le PHONE NUMBER EXTENSION AREA CODE MESSAGE n � 1 �s � ode umLi4tt . n it/� rJ �'�•,Y ;.:•:.�.:3:.w?'.���:.. SIG EO Ov- V- C))# o w� 71p w� � OPERATION AND MAINTENANCE PLAN I'I West Barnstable Communities—Site B (Lombard Property) West Barnstable, MA The wastewater treatment system to serve the West Barnstable Communities Site B development has a design capazity of approximately 1,800 gallons per day and consists of a 6,000 gallon two compartment septic tank, a Bioclere 24/20-950 secondary treatment unit, a 9 outlet distribution box and a soil absorption system. The treatment system shall be operated by a certified wastewater treatment operator in accordance with the requirements of 257 CMR 2.00 and the Board of Registration of Operators of Wastewater Treatment Facilities. The treatment system shall also be operated in accordance with the State Environmental Code (310 CMR 15.000) and the General Use Approval issued for the Bioclere system. Maintenance and:inspection tasks for the Bioclere unit are to be performed as specified by Aquapoint, Inc., at the frequency specified by Aquapoint, Inc. or by the system permit. The certified operator should perform the following on a quarterly basis: ■ Measure and record the influent and effluent temperature ■ Observe discharge effluent to the Bioclere for solid carryover ■ Observe inlet sampling port for any.blockage ■ Observe outlet sampling port for any blockage ■ Check vent flow and odor ■ Inspect covers and locks ■ Check covers for water tightness ■ Inspect structures visually for condition and integrity ■ Inspect vents for cracks and clear screens of any debris ■ Inspect cleanouts ■ Inspect leaching area for signs of standing water ■ Make general observations and comment. ■ Keep a written record or fill out the attached Inspection and O&M form for every inspection ,;:15093 Housing Assis-Yh ACA-L.omuard\Reporfs\Si.e B 0&M plan REV.doc DE'ceniber 18, 2007 r J The following should be performed every 6 months: ■ Check effluent filter, clean if necessary The following should be performed annually: ■ Check sludge depth in septic tanks, order pumping if top of sludge is less than 12 inches below bottom of outlet tee; have tank pumped regardless if it has been two years since the last pumpout. x J:'ti,093 Housing Assis-YMCA-LombarcitReports'�Si e B O&M plan REV.doc December 18, 2007 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 DEP Approved Inspection and O&M Form for Title 5 I/A Treatment.and Disposal Systems A. Installation Important: When filling out Owner forms on the computer,use only the tab key Facility Street Address to move your cursor-do not City Zip use the return key. Mailing address of owner, if different: Street Address/PO Box: City State Zip ( ) - ext. Telephone Number B. Authorized Service Provider O&M Firm Street Address City State Zip ( ) - ext. . Telephone Number Certified Operator Name Certification Number C. Facility/System Information DEP ID Manufacturer ID Model Number Installation Date Start of Operation Approval Type: ❑ General ❑ Provisional ❑ Piloting ❑ Remedial . Seasonal Residence—used less than 6 mo./year: ❑ Yes ❑ No D. Operating Information Inspection Date Previous Inspection Date Sludge Depth(to be checked yearly) Pumping Recommended ❑ Yes ❑ No t5aiom.doc•rev. 11-07-05 Page 1 of 3 r Massachusetts Department of Environmental Protection • �:" Bureau of Resource Protection- Title 5 DEP.Approved Inspection and O&M Form for Title 5 I/A Treatment and Disposal Systems E. Field Testing Field Inspection: Color: ❑ gray ❑ brown ❑ clear ❑ turbid ❑ Other(specify): Odor: ❑ musty ❑ earthy. ❑ moldy ❑. offensive ❑ turbid Effluent Solids: ❑ no ❑ some PH 6 to g SU DO 2 or greateg/L Turbidity . q0 or IesNTU ev Should a Remedial or General Use system fail the Field Testing, effluent samples shall be collected per Standard Methods and analyzed for BOD and TSS. F. Sampling Information Samples Taken: ❑ Influent ❑ Effluent Commercial systems or systems with a design flow of 2000 gpd and greater, and General Use nitrogen reducing systems: gpd Parameters sampled: ❑ pH ❑ BOD ❑ CBOD ❑ TSS ❑ TN ❑ Other(list below) Other 1 Other 2 Other 3 G. Inspection and Maintenance Description.of any maintenance performed since previous inspection & during this inspection: Notes and Comments: t5aiom.doc•rev. 11-07-05 Page 2 of 3 t r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 1 DEP Approved Inspection and O&M Form for` Title 5 I/A Treatment and Disposal Systems H. Certification I certify: I have inspected the sewage treatment and disposal system at the address above, have conducted the required Field Testing and/or sample collection in accordance with Standard Methods, have completed this report and the attached technology operation and maintenance checklist, and the information reported is true, accurate, and complete as of the time of the inspection. I am a Massachusetts certified operator in accordance with 257 CMR 2.00. Operator Signature Date System owner must submit this report, technology O&M checklist, and any required sampling results to the local board of health and DEP as follows for each inspection performed: Remedial Use—by January 31s'of each year for the previous calendar year Piloting Use-within 45 days of inspection date Provisional Use—by March 311h of each year for the previous 12 months General Use-by September 301h of each year for the previous 12 months Send to: Department of Environmental Protection Attention: Title 5 Program One Winter Street, 6`h Floor Boston, MA 02108 t5aiom.doc•rev..11-07-05 Page 3 of 3 J Massachusens �� y Office of Water Resources Well Completion Report 6 Q — p p 06`8-DEC-07 11:50:29 WELL LOCATION 250913 3PS North: 410 42.27' GPS West: 700 22.702' Address: 2331, Meetinghouse Way Property Owner/Client: c/o Horsley Witten Group Subdivision Name: Mailing Address: 90 Route 6A City/Town: Barnstable City/Town, State:Sandwich MA Assessors Map: Assessors Lot #: Permit Number:W2007-040 Board of Health permit obtained: Y Date Issued: 11/28/2007 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING From (ft) To (ft) Type Thickness Diameter 1.00 -50.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -50.00 -70.00 Stainless Steel Well .012 4.00 Point WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose 8..00 -11 Bentonite Chips/Pellets Sea'l\: n' WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) 12/03/2007 Constant Rate Pump 75.0000 03:00 25.0000 00:01 19 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground pip Description: Measured Surface (ft) Type. In Ake De= 12/03/2007 19 Nominal Pump Capacity: Horsepower-: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION -1 >L Driller: Thomas E Desmond IY Developed: Yes Fracture Enhancement:No Supervisor: Thomas Desmond RE5.1 Rig #: 35 Disinfected: Yes Well Seal Type:None Firm: Desmond Well Drilling xI c. Total Well Depth: 70.000 Depth to Bedrock: Registration #: 764 rate Coelete--12/03/2007 Comments: W OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 5.00 Silty Clay -Brown No N/A 5.00 55:00; Fine.to Coarse Sand Brown Yes N/A 55.00 67.00 Fine Sand Brown Yes N/A 67.00 70.00 Fine to Coarse Sand Brown Yes N/A BEDROCK From To Code Comment , Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac No.- - 2�G� --0 `O _ r Fee-f------------ BOARD OF HEALTH / TOWN OF BARNSTABLE �I Zipplicat ion-for lVell.Con0ructionpermit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: `eTi le kAz__— erkl�-- - l ` _-6 Locati Address -- Assessors Map and Parcel f�41 C/2G Cd Al"Sk tTnrz 4 y. _�G�/u- � _�•� d_o?;fe- wner Address Installer — Driller Address Type of Building �� �' 7Q ldzo Dwelling --- -- -- - --------- Other - Type of Building----- -_.-_________ No. of Persons--- ___•_-..._ . Type of Well--- - � ____ Capacity—��n'- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until itCertificate .of ompliance has been issued by the Board of Health. Signed date Application Approved By— �, _- -1-• `ae---7 date Application Disapproved for the following reasons: date Permit No. 1^ r2c�d -_ _-- Issued— L--° --a-------___�_ __ ------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (wr, Altered ( ), or Repaired ( ) by �Stayr�v nstaller at_ L--L -------- --- has been installed in accord�th the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No k fW7=4�yd Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- - - -_ --_ Inspector------------------------------------------ - No.-�_�-------------- Fee-- --------------- i BOARD OF HEALTH j TOWN OP BARNSTABLE "E^ Applicat ion-for Vell Con0ructioni3ermit D Application is hereby made for a permit to Construct (el, Alter ( ), or Repair ( )an individual Well at: Location = Address ^�—-- -. 7" ,/��� _ qG — —� Assessors Map and Parcel 4Cl� /-��.sivq �Ufc c[ CU�tC��s/�>y GU�jnti � u_-fie. &I'rl Owner Address Installer — Driller Address Type of Building lMO Dwelling -- --- - - - --- — Other - Type of Building g----------------------- No. of Persons---------------------------------------- ' Type of Well—'4 `S�� -�O 'IV ve- Capacity---- Purpose of Well----�OTi4.��E`----------_—_-_- Agreement: ' The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. i fl Signed ' -- —--— ----- -- -- date foes Application Approved By� Gate Application Disapproved for the following reasons: date Permit No. d� 7-G � --- Issued—/ — _a - - -- — ------—------ :1 date I w BOARD OF HEALTH TOWN OF BARNSTA6LE' `-- W Certificate Of Compliance ance n THIS IS TO CERTIFY, That the Individual Well Constructed ( '<Altered ( ), or Repaired ( ) S/Yla/71� ll/Ettp/GUI � ° by _------------- ----------- ------------------------------------------------------------------------------ /y� Installer / !�i 2Gfin `j4GtS� Gf/ fit/ > �a' , has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No�`--7, -vy�Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO ;,TRUED AS A GUARANTEE THAT-THE-WELL SYSTEM WILL FUNCTION SATISFACTORY. r1. i DATE—__-- --- --- - ,w^"� Inspector----------- BOARD OF HEALTH TOWN OF BARNSTABLE Ivell ConoructionVerntit t No. 1-/-D � o YO Fee '-----__ Permission is hereby granted QA61A,4'"k to Construct ( V), Alter ( ), or R .pair ( ) an Individual Well at: No. .3� ! mac, t.�t.r� u� � �i/ fr - .�` street as shown on the application for a Well Construction Permit No.-- v ` DU ' a Vb --------- Dated— �!__1__r 1 � �� ?-- l� 46LP ge f� Board of Health Z--=•-----.j ------ $ Department of Regulatory Services MAM Public Health Division ) /� 200 Main Stree Date Y t,.Hyannis MA 02601 19, Date Scheduled z �. Time _ Fee Pd. A()6 Soil Suitability Assessment Performed By: for Se _ "` •.• `�qq Wage Dis osal 1°�745 e� '4.►��k�� �{Jib Witnessed By; Location Address LOCATION&GENERAL MORMATION 0133 6 1�V)0U*if- 'VVcj� IA4�jyj Owner's Name Address '160 �1e-5+ Ain `Y fx+ Assessor's Map/Parcel: i sf �Jd Engineer's Name �f� p NEW CONSTRUCTION —V— REPAIR I n Telephone# S08 833 b Va Land Use it slct'c,n� a - 10 Slopes(%)�'� Distances from: p -------- Surface Stones Open Water Body 7 l�_ft Possible Wet Area'71 J --�_ft Drinking Water Well Drainage Way �7----���_ft Property Line Prop ?-- _ft Other J tt SKETCH:(Street name,dimensions of lot,exact locations of test holes& pert tests,locate wetlands n proximity to holes) F r 7,4 O n K tort; J d 1 J § i(1 rP t. l 3 Parent material(geologic) T1 ) � Depth to Bedrock f1ar -126'Y-sd. 7 j O Depth to Groundwater. Standing Water in Hole:-i Weeping from Pit Race Estimated S L ! easonal High Groundwater � � 3 t �lJt•f Tgd,L Method Used; DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in ON.hole: Depth to weeping from side of obs.hole: In. Depth to Soil mottles: Index Well# __ ReadingDate: in, Grraundwater Adjust meat In. Index Well level�_,,,� Adj.thctor ft. Adj.(Jroundwater Level_ Observation PERCOLATION TEST Dole 1t,td l Hole# 3 Time at 9" Depth of Pere Time at 6" Start Pre-soak Time @ Time(9".6") End Pre-soak q 1.• '� ' '� Rate MinJlnch Z tr Z- Site Suitability Assessment: Site Passed- 40-00, Site Failed: Additional Testing Needed(y/N) . Original: Public Health Division Observation Hole Data To Be Completed on Back----------- '�*If percolation test is to be conducted within 100'of wetland,you must fir st notify the Barnstable Conservation Division at least one(1)week prior to beginning, Q:\SEPTICIPERCFORM.DOC I DEEP.OBSERVATION HOLE LOG Hole#, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Motiling (Structure,Stones;Boulders. Consistency,% ravel S L � 4 1Z,3 13 — . I�fra ble_t vvtiall.,m�si I S L la L1 t2 91� 1 had5i r�( 7,9sar e C s rncWIr-e $2-12 C 1f15 ;o l2`17— -' r=tziw- ,z2.gc*r-eI DEEP OBSERVATION HOLE LOG 'Hole# _ Depth from Soil Horizon Soil TM1WCml-d Soil ceder TokarG Sod Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% e io�2313 S L, �ra,b�rook �rr �A 7 17, rns IvC. Lz scrr DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, a Gravel) we4k,m4sSrve- bU_r �3 S2, 1� 42i16 I� IYz,c2--9(ar-el r' aQ 3Z LS )o yR-s 32- i�2 C Z ' s )0 4K `7)2� 1-2 qibYd DEEP OBSERVATION HOLE LOG Hole# H _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,-Stor►es:Boulders. Consistency, 3-22 s L i o 4 a IN, ` 7-2 31o,el ala—I G m -qlZ 1*161 Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes Within 500 year boundary No]� Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system` — If not,what is the depth of naturally occurring pervious material's Certification I certify that on duly Zia I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required tr fining,expertise d experience described in 310 CNM 15.017. Date Signature 1�1�` wF7 ` � M M of 04 � r ." \ \ \ • r TP-2 <, ••• \ 1 \ I Aw TP—' MAP 155 N/F LOT 40 TOWN OF BARNSTABLE \ ♦ \ Parcel Area=8.3 acre 04 v { ' �• EMAP 155 N/F LOT 47 MILLER&SHERMAN S o H wsw vzmmwr Legend Horsley Witten Group Suslainab/e Environmenla/Sa/ulions LOW 3 innrbas/ey+ii/kacWn �� Mmw8.5x11 L Norm Test Pit Locations a` Lombard Property 0 100 W. Barnstable, MA 8 Scale in Feet Commonwealth of Massa husetts Town of Barnstable �t11 C Percolation Test S L Form 12 �M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer, use Housing Assistance Corporation only the tab key Owner Name to move your 2331 Meetinghouse Way cursor-do not Street Address or Lot# use the return key. W. Barnstable MA City/Town State Zip Code !� Joe Henderson, Horsley Witten Group (508) 833 6600 Contact Person(if different from Owner) Telephone Number B. Test Results 06/09/2006 10:50 AM 06/09/2006 10:50 AM Date Time Date Time Observation Hole# TP-1 TP-3 Depth of Perc 49" 54" Start Pre-Soak 10:52 AM 10:50 AM End Pre-Soak 11:05 AM 11:03 AM Time at 12" Time at 9° COULD NOT SATURATE COULD NOT SATURATE Time at 6" Time (9"-6") Rate (Min./Inch) < 2 MIN/INCH <2 MIN/INCH Test Passed: ® Test Passed: Test Failed: ❑ Test Failed: ❑ Joseph Henderson, Horsley Witten Group, Inc. Test Performed By: Donald Desmarais, R.S., Barnstable Health Department Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 r cVm�✓e�w�wgww�w=-e�.c.c�o.�+n,�u��4�ac m(n _ ®. - rn �3 - o rn z . 70 ci r O O ° r- D z L - a i 0 1 o of � o m o D Q D m SENIOR HOUSING DEVELOPMENT BROWN LIN159UIST FENUccIO&RABEa ° N m m WEST BARNSTABLE COMMUNITIES- SITE "B" IN ARCHITECTS,INC. � m 2331 MEETING HOUSE WAY,WEST BARNSTABLE, MA 203WRLOW STREET.SURE A Pxsoe36s-838z z VARMOUIHPORi,M4 02675 ter.. m FAX 508362-2828 N DEVELOPED BY o Z HOUSING ASSISTANCE CORPORATION m r STAMP: 7 �I SEE ENGLARGED I SEE ENGLARGED PARTIAL PLAN 1/AI.3 I PARTIAL PLAN I/A1.5 z U E B Z DRffd1 BEDROOM LlJ A3.R BEDROOM l.L 7'-7ye T-6b' 12'-5' T5'-W L 50'-kV4 U p O Cn? I 0 0 Z� " cV.oti� u� .ram O O L --- -- ---� — ------- ----- I p U I I :313 3Q�Q3 J I A vn `^}� ,■E� O IRFDR= _ ■E� I p p j I -� LIVING/DINING LIVING/DINING LIVING RM LIVING RM UNIT 104 W p> � uNl7 102 O nmc+ amn O co Q t�y! - LAUNDRY G g ] W Z ! b O V b O` D•' r__ Y, I-' ' - __ m a 1— Lu co _O ®9Ikf EIATH I 1 1 x l fi - - - l ax- w. ig I O 0I I N W I FOYER/DINING m, + FOYER/DINING Ar 'I ® a N I � a. -'jai- ] L Q x m. _____� r_____ UNIT IOC UNIT iffi L,o--_ _ Q oeo -_ MATCH INE � W O ° C O ~ L m OFFICE G LY 7 ] � a ' ° — w a � ~ mO U O O o O Lu" r y ...nw. CC " a CABRIDOR aeaaeon.r O ELEVATOR • -�. G Wd W . , a x e a x a O ° —--- MATCH LINEwa:ar<+. ° m oc Q O r (n --- "® as U _ I 5III1dG _ _ I. 1 I ; STAIR HALL 2 m Z � J �! RM ER/DINING I L— J N/��� [ Lu �_l g J r I cn � t) LIVING FOY � W C/) w a — UNIT 107 Nc UNIT J — __ I L _ __ O Q O Q N IT . LIVE I /DINING C i �I b 0 C Z Z BEDROOM Q w 10'-9' 15'-0' 12'-I L �' -H`-Y- -Y=1f 14'- 13'- a' UNIT 1 �' A Z m W CC/) !` 1 5 LIVING/DINING A3. w W J cn �- 8 N wco = j o- SITTING cr) CV BAIE O O TITLE: O BEDROOM • a o Nk W p BEDROOM FIRST FLOOR _ PLAN A9.R L- UNIT lae I �� °J I (YB°SCALE) LIVING RM FOYER •DINING _ � I I � I 6 DATE ISSUED: , I SEE - JAN 22,2008 e CIVIL DRAWINGS IV-3' 17'-9' REVISIONS: JpF I g 7'- 27'-0' 9' � ENERAL NOTES , I.ALL LINEN CLOSETS TO RECEIVE(5)12' DEEP OPEN VINYL CLOSET SHELVES (CLOSET-MAID OP.EQUAL). ' DRAWN BY: m„ SRW FIRST FLOOR PLAN 2.ALL FINISHED FLOORS DESIGNATED AS V.C.T.OR SHEET VINYL SHALL RECEIVE Y='A-C SCALES I/8"=I'-0" PLUGGED AND SANDED PLYWOOD UNDERLAYMENT OVER PLYWOOD SUBFLOOR. PROJECT#: v i 3.ALL TUB SHOWER UNITS TO,HAVE THREE SOLID SURFACING PANELS APPLIED TO DRAWING NO.: I PARTITIONS. (SPECIFICATION T.B.D.) I 4.ALL BATHROOMS IN TYPICAL STANDARD UNITS ARE TO RECIEVE RECESSED MEDICINE Al .INETS W/MIRROR GLASS DOORS _ „ 5.ALL ATTIC'SCUTTLES TO RECEIVE 2 LAYERS OF 2'RIGID INSULATION ABOVE SCUTTLE PANEL. [^� L AY II Ir 6 r ` STAMP: t: I I r-- ---- ---- ---- --� c �m 1 111DROl" gg BEGF®6.l �' n A3.1 A3.1 atS O O O 1 1 0 O 0 1 LZLI O O B9IN <n U ('——————— ———————————————— ——————— ——————— A3.1 O Uq A �n I I m Q I I I LIVING/DINING LIVING DINING � Iulli.2P4 LlILLI.TP2 1 ,�B I I A DEB TU n i I 'I _W Z � m O Z N QLu � • ELEVATOR I a m O ° f— ------ ------- _--, r_--- ———— --I _ -_ _ _ f Io a Q C j Q I L———— ----J I I I w ' 1 W W I I I i 0 O Q \:J O Z 1 I A3.3 I z U LIVE I %DINING I N J N > r Lu --- I c r� r� LFT ° a, I A3.I LJ LJ 1 co =) W Cn UNIT 203 A O Q O C) Cn LIVING/DINING A9I = Q T O c z Z G I I I D A3.3 i w3. BALi Z m W cn NOTE: O I N w I I SEE DRAWING A1.7 FOR LOCATION OF I HOUR I 0 1 cn O I I RATED TENANT SEPARATION WALLS 4v BAI>i• Q. I Lu I ti c) N BEDROOM TITLE: 44 SECOND FLOOR PLAN ---- --- I I (Yell SCALE) 17'-9' DATE ISSUED: JAN 22,2008 REVISIONS: GENERAL NOTES I.ALL LINEN CLOSETS TO RECEIVE(5) 12'DEEP OPEN VINYL CLOSET SHELVES (CLOSET-MAID OR EQUAL). j j 2.ALL FINISHED FLOORS DESIGNATED A5 V.C.T.OR SH DRAWN BY:EET VINYL SHALL RECEIVE X/'A-C 7RS/SRW 3 /-.LCOND FLOOR PLAN PLUGGED AND SANDED PLYWOOD UNDERIAYMENT OVER PLYWOOD SUBFLOOR. SCALES I/B'=I'-O" PROJECT#: 3.ALL TUB SHOWER UNITS TO HAVE THREE SOLID SURFACING PANELS APPLIED TO PARTITIONS. (SPECIFICATION T.B.D.) ' DRAWING NO.: 4.ALL BATHROOMS IN TYPICAL STANDARD UNITS ARE TO RELIEVE RECESSED MEDICINE CABINETS W/MIRROR GLASS DOORS 5.ALL ATTIC SCUTTLES TO RECEIVE 2 LAYERS OF 2'RIGID INSULATION ABOVE SCUTTLE 4 PANEL. R G IA1 . 2 L ! i r' r STAMP: i i w A� d5 � z riff RtlfPLTIR! N U Z zIn BFRMRER iMP � S . YK6ws vaI rcwrv+r roa iErmrr \/\.JJ\ ,.. �B `3c.� 1GTIpq,nc srEc TIaS,nc Nu . FIRE PROTECTION JECRANICAL ui Z EQUIPMENT ROM ROOI.1 e e I-W— m O z N Q Q W e o Y�E 61PUETWK WANWd C I z LY LU Z G G Ecunan,ETC. � W C O CL z =5 >' O D m O z zU � Q N N W W W I— - J Q O 0 13 e O z z L_ - A A3.I LLJ m W M co A3.3 A9.1 EQ- L EQ. - N STORAGE TITLE: EMERGENCY ELECTRICAL BASEMENT PLAN J A9.1 - 9EE EUXTWGL — D _ _ RRNIIIIGS Pol FQEMIEI!!TTEE9, . IilNTNi NE1Wi9, DATE ISSUED: JAN 22,2008 REVISIONS: i DRAWN BY: TRS/SRW BA EI' T FLOOR PLAN PROJECT a: gg¢ SCALE: I/B"=I'-O' DRAWING NO.: a A1 . 0 L I LA r STAMP: y; �I SEE ENGLARGED I SEE ENGLARGED PARTIAL PLAN I/A1.3 I PARTIAL PLAN i/AI.S 13'-7y� w a m 12'-B' 36'-0' �m O i U E B •� �• Z AJ.Z A3.1 9E�� BEQB� LWL 7'4' 7'-4t' 12'-5° 25'- ' V O QN E 0 0 5 '�] w i an d v vrrt a • eaTx O O eaw V 1 I I( Gee�La�x I S y m rd I __• I w N �E� A . N z DEB N J aEQBoan aEDa®an A9.1 '�� QQp LIVING/DINING LIVING/DINING W LIVING R UNIT IM UNIT 107 p p> n LIVING Rn ui V ai 3 I L_ I O O A] � LV z LOUNGE - LAUNDRY ►� r--� - __ 'wV. < B yivw II FuDNTlrE Rla/DINING m,. m BA-T-}_1__� __B_AT_H • fUDNTITE RIt fi/DINING _ I I I i II I -,Q cam1� OFFICE Ab_ � ora A•5 .I' ••c- 'il • rrLLY°' • • _LP —i WwO � LuOO / i HNE L _ O z W 0LIEL OQ1�l�y7 cl m ti •r:wu. mw I w Q a G LJJ W I CORRIDORv..�rmm... Q ELEVATOR 0 • V Q aw..ro.amcr n s _MATCH LINE ��.e.•vu. _ z __— _—__ SITTING • - ° / c H I • r-- l tlLLNE r— _--� • • r--- — , _ O ,�(l A3.3 • I I I • - a STAIR HALL 2 �___ s:m W Lu 1� o a a --- t - -- I in > fn — w'i�� . VECTIINILc __ - Cn 1 V — I LIVING RH fDTER/DINING L-- — � I I ------ - 0 � = W I I i Q 0 0 O _ L UNIT IDI LY 7 'n ,1. ' i--vl LIVING/DINING L v v Ega ,I b 0cz Z I - I A3.1 --- I •7 Q H 1 W DROM l0'-9' 15'-0' Iz'-I . L S' —fl`-Y— =1h� W- 13'- 1 uelLm A z m Lu t� LIVING/DINING A.9. N N Lu Lu Zc Oz _ D S Aaa �1 c'7 b 0 0 , TITLE: 04 Elm O O 1 r I Q FIRST FLOOR �' I BEDROOM . B I �vs, BEDROOM PLAN �C�,J { (YB"SCALE) F -UNIT 1011 �,J'` REDR, _ J LIVING RH FOt'EHC UNIT' DINING 1 1 DATE ISSUED: ------- ---Wr — — SIDEWALK SEE JAN22,2008 CIVIL DRAWINGS IV-3' 17'-9' REVISIONS: FFF e 7'-2Y4. 27'-0' V ENERAL NOTES I.ALL LINEN CLOSETS TO RECEIVE(5)12'DEEP OPEN VINYL.CLOSET 514ELVES (CLOSET-MAID OR EQUAL). Il DRAWN BY: TRS/SRW FIRST FLOOR PLAN 2.ALL FINISHED FLOORS DESIGNATED AS V.C.T.OR SWEET VINYL SHALL RECEIVE)V A-C PROJECT#: SCALE, 1/8-P-O'I _ PLUGGED AND SANDED PLYWOOD UNDERLAYMENT OVER PLYWOOD 5UBFLOOR. j 3.ALL TUB SHOWER UNITS TO HAVE THREE SOLID SURFACING PANELS APPLIED TO DRAWING NO.: PARTITIONS.(SPECIFICATION T.B.D.) 4.ALL BATHROOMS IN TYPICAL STANDARD UNITS ARE TO RELIEVE RECESSED MEDICINE CABINETS W/MIRROR GLA55 DOORS 1 Al ,5.ALL ATTIC SCUTTLES TO RECEIVE 2 LAYERS OF 2'RIGID'INSULATION ABOVE SCUTTLE 1 PANEL. L. f I STAMP: s � i 3G-o• 13'-7Y.• d'diE U O O 0 G O 0 LL I Ebrx O O asru 1 z -------- -------, LJ LJ I c vi I I Q ::3U ad — p �'------- ---------------- ——————— ———— -- • A9.1 U $ I I I LIVING/DINING LIVING/DINING 1 m I I UNIT 204 UNIT 202 I I DEB � I + x ! a � � I I I -Kw sp I � a m L----- — MATCH LINE J Z O .I w ------ W Q----- w W N m p 0 s aWLEI p ❑ r p F_J w:wow a CL ELEVATOR I < m Ly A3 3 r1I Ac3.1 rL-J1 a L J AD3. L-_ -ma�y •,I oL_-� ; , r---- ---- --I • cGm � QJ p ------ ------- --- uL L— — —J 0 C . W UW I ppa Z vOz ILLJ LIVING DINING / p cCnCnr� UNIT 203 Q O 0 LIVING DINING to = < CzVO z � w WN/O NOTE: SEE DRAWING AOFOR LOCATION OF I HOUR I B&IH Q 0 W O �. RATED TENANT SEPARATION WALLS ' I O I 7> co J I G? N I 1 I rmE: L--- I • • Bf0B0ID1 I �Z J i i i • '� r— --- --� SECOND FLOOR PLAN -- ---- --- (YB"SCALE) I I 13'-7Y' DATE ISSUED: JAN 22,2008 REVISIONS: � GENERAL NOTES I.ALL LINEN CLOSETS TO RECEIVE(5)12'DEEP OPEN VINYL CLOSET SHELVES (CLOSET-MAID OR EQUAL). ' DRAWN BY: TRS/SRW 2.ALL FINISHED FLOORS DESIGNATED AS V.G.T.OR SHEET VINYL SHALL RECEIVER;'A-C SECOND FLOOR PLAN PLUGGED AND SANDED PLYWOOD UNDERLAYMENT OVER PLYWOOD SUBFLOOR. PROJECT#: SCALE, 1/8=I'-0' 3.ALL TUB SHOWER UNITS TO HAVE THREE SOLID SURFACING JJJ,PANELS APPLIED TO PARTITIONS.(SPECIFICATION T.B.D.) 4 DRAWING NO.: 4.ALL BATHROOMS IN TYPICAL STANDARD UNITS ARE TO RE;IEVE RECESSED MEDICINE CABINETS W/MIRROR GLASS DOORS - S.ALL ATTIC SCUTTLES TO RECEIVE 2 LAYERS OF 2'RIGID INSULATION ABOVE SCUTTLE n , s PANEL. ,/•.••�` - SITE . B . JEST BARN-STABLE . . 00MM*.U .N1TIES, PERMIT APPLICAT [ON COMPREHENSIVE E MASSACH.USETT'WE EARNSTA � L JUNE . , 26 2006 REVISED AUGUST 2 , 2006 0 op �q Sheet List Table G? ° P • ° Sheet Number Sheet Title >? 1 COVER SFIEET o C - Oo - to 2 .NOTES & LEGEND -. 3 EXISTING CONDITIONS PLAN O 0 4 SITE PLAN 8 GRADING h DRAINAGE PLAN a WASTEWATER do U7UJTY PLAN 0 o O j5 V Q 7 CONSTRUC7ION DETAILS (1) q 0 4 Q 4 O q ty B CONSTRUCTION DETAIL (2) 2 .p �O Q• D O Q 9 cONS7RU6TI0N DETAus (3) o O e General Notes E MASSACHUSETTS h n Graphic Scale Q 4 �e I. PLAN SET FOR PERMITTING AND RE[7EIP ONLY AND NOT FOR CONSTRULTlON J ° 1D0000 o Q O 2. TOPOGRAPHICAL SURVEY PERFORMED BY HORSLBY WI7TEN GROUP, MC„ xAc N rar - '•4 Q o Q d MARCH$ •�� o 3. PROPERTYTY LINES INES, BENCHMARKS; AND STREAM LOCATION PROVIDED BY TOWN OF BARNSTABLE SURVEY DEPARTMENT. �J 4. WETLAND DELINEATION PERFORMED BY'HORSLEY WHEN GROUP, INC., ,MARCH 2 o .5. SITE IS LOCATED DV 77IE RF RESIDENTIAL DISTRICT, 7NE AQUIFER PROTECTION o \ OVERLAY DISTRICT, AND THE RESOURCE PR02Lr'C770N OVERLAY DISTRICT. A W a n SA64LL POR77ON OF THE SOUTHEAST CORNER.OF 7TifE PROPERTY IS LOCATED E �c� 1 IN THE WELLHEAD PROTECTION OVERLAY DISTRICT HOWEVER, NO PROPOSED WORK IS PROPOSED #777MV 77XS DISTRICT J O Q� o V � y • �1ti o 0 r BARNSTABLE VICINITY MAP Graphic Scale graphic Scale 0 11000 . bmiohm�d So"N FEU �. Horsley Witten Group PREPARED FOR: F Environmental Services. Housing Assistance Co o www.horsleywitten.com . Revisions 0 460 West Main Street � � � � � � � � � so Rote sA,Sandwich,MA 02563im;,�,� ,E„ Fa „..•��.�s— 5099 . Phone:508 833-6600 I - Fax:508 833-3150 Hyannis; MA ' _ IOl9 (508) 774-5400 �„1 Juno 36.ZOOG Ew Ew CW „e..3 00. ier a. oo.wm. Ar GENERAL CONSTRUCTION NOTES CONSTRUCTION SPECIFICATIONS FOR BIORETENTION SYSTEMS BIORE ENTION CONSTRUCTION SEQUENCE WATER SYSTEM OPERATION & MAINTENANCE 1. MATERIAL SPECIFICATIONS - - 1. ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS THE SOLE RESPONSIBILITY THE ALLOWABLE MATERIALS TO BE USED IN BIORETENTION AREA ARE DETAILED IN TABLE 1. SEQUENCE OF CONSTRUCTION AND INSPECTOR'S CIIF.CN-0OFF LI51'FOR HIORF-TT:NTION FACILFIES 1. ALL NEWLY INSTALLED WATER SYSTEM COMPONENTS SHALL 8E CLEANED OF ALL FOREIGN OF THE CONRIACIIXi. Panhnel ...I. SPeeNicAioP. t _...:_ !:.. Naas.. STAGE D s BE AS ENGINEER. NO TESTING IS ALLOWED WITHOUT REMOVAL OF .; - - rnGE ESICNF.rTI1M:ER TownsKm••s ""' APPROVAL INSPECTOR BE WITNESSED BY THE NT µ EER.SCELLANE0U5 DEBRIS PRIOR TO SYSTEM TESTING ALL 2. SMALL 2. THE CONTRACTOR SHALL URUZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF Pbmng Sod td .Rn .... N/A ..........USDA s°i types Iamty nda send)loam -m-mAls DATE INITIALS DATE FOREIGN MATERIALS. ALL PERSONAL AND PROPERTY DURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS. Sat IS ZO°/ JI .I. PRECUNSTRgONMEETINO' 2. A PRESSURE TEST AND DISINFECTION TEST OF ALL WATER SERVICE SYSTEMS SHALL BE g tN/A_,.__..................:................ ......... ..... �0.1m Pxaros IONfFF, ffNTWNTROL PRACTCFS CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A REPRESENTATIVE OF THE TOWN. THE'. - 1 INST ......•........... 3 CIEAILG 3. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF Cmgnst IApprwcd Natuml CasgncL)N/A_ _ _ 1 EXCAVATE BItNtETEMION FACIUTYIDES)70 R7T10NIFW70F. CAS ONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF .g m EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BUSED ON RECORDS OF M,&h SI dAed Handsvood 1N/A to d(�rnad°�mFumon.. _ 48-HOURS"NOTICE TO THE TIME OF THE PRESSURE TEST AND SUPPLY ALL EQUIPMENT I... .... ........_.. ..... - VARIOUS UTILITY COMPANIES.AND WHEREVER POSSIBLE, MEASUREMENTS TAKER IN THE FIELD. ._................ ......... ......... IN/A iFa use as rcccrsa bcrcnU.trhdcEdrn UNDERDRAINDOTTOM NECESSARY TO PROPERLY CONDUCT THE TESTS. �+ THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING ENACT OR COMPLETE. THE LOCATION GeoTcaie IClass'C"nppored opcnng AY °°N 5 GRADE AND STABILIZE AILCONTRIBUTORY DRAINAGE AREAS TO BIOREIENTIGN FAOIf1l' °) OF AIl UNDERGROUND UTILITIES ARD STRUCTURES SHALL BE VERIFIED IN,THE FIELD BY THE - Isrm(ASTM-Dd75U grab 6:.E%CAVAlE B10RElENTIG.FACILITY 701NVERT OFtRtDERDRAiN 3. THE CONTRACTOR sHwl BE RESPONSIBLE TQ INSTALL AND REMOVE BLOWOFFS REOUIRED FOR CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE jtcmie strength(ASTM-D- I DISINFECTION AND FLUSHING PURPOSES AT NO EXTRA COST TO THE OWNER. 4. c APPROPRIATE UTILITY COMPANY,ANY GOVERNING PERMITTING AUTHORITY IN THE TOWN OF 14632)past sm.9111(,ASTM- - SYSTEM 8NDE FILTER FABRIC" :m S ALL EASTHPM,AND bICSAFE'(1-800-344-723J)AT LEASE 72 HOURS PRIOR TO ANY EXCAVATION ,:t 7..INSTALL UNDFRDRAM SroNE,PERFORATED PIPE AND ovERE1AW - 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COLLECT ALL BACTERIOLOGICAL SAMPLES AND y - WORK TO REQUEST EXACT FlEID LOCATION OF UTILITIES. R SIIAIl'BE THE RESPONSIBILITY OF ... ...................................D4R3J).....•_........._:.......__.......-Y._._..._:................L........:...� ..... `-.. ........ .__ DRAINAGE INLET• PAY FOR ALL RELATED LABORATORY FEES. - e THE CONTRACTOR TO RESOLVE CONFLICTS BETWEEN THE PROPOSED UTILITIES AND Fier Fnbre IMnnfh moN N/A U pprosedc twkm B.-.INSI'AIL INFLOW DRAINAGE.SYSTEM(PIPES,CFUNNEI ETC - FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER Urhdcrdrn .cl �AASHTO M-43 U.775"1 075 9. BACKRU, ORETENTION PANTING SOIL TO DESIGNORADE IUN- g. WATER PIPE TO BE PE 3408 CLASS 200 TUBING. TWO-MACH TUBING SHAM BE USED WHERE - IMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A ...........'..'n R?............j'....._......................... HT ...L_.................................: ...... _.. - ;n - COMPACTED m Urtdcrd,nrt pprng ;ASIM D IAtS a AASHTO h4 tm fi"rgid i3B"pert(�( hn cemcr,4 tholes per r.rv;rhwHRn of MULTIPLE DWELLINGS ARE SERVED AND ONE-INCH SHALL BE USED WHERE A SINGLE DWELLING RESULT OF UTILITIES OMITTED.INCOMPLETELY OR INACCURATELY SHOWN. THE CONTRACTOR to underneath A171ox 55 SURFACE MITI-CFI LAYER.MUT:DwmiPl.nNDNc IS SERVED. . . 8i SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND IM-27Lt Mdu1c M1 i3" grnsslrner pees;m rcssnr cey underneatheth pees SOIL ELEVATION OF ALL WORN INSTATED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR - ............................:. PVC.:...... ....-.... ..........:........ _ II Sin9BI2E ANY REMAINING DISTURBED AREAS AROUND FAQIm• - ........................... _..........................................__ ..: PREPARATION OF THE AS-BUILT PUN. Paned n place If.-350D 1N G2N day N/A ;On Tic testing or pwned-wt 'CC"rcrem* regAied 12.INSTAMBIORETEN•IIONPANTINGS LEGEND- THE carcrete(i'.q is d) inavel s oll,arcmra d i2R day sucngth end skunp test;eB earcrete design gh(cast- ''II MSTAIL REMAINING MULCH AROUND AND AMONG PLANTINGS 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL CONTROL re<nfacn tm meet ASTM i Orel using Wa mad gale IA REMOVE ANY REMAINING EROSIOMSEDIIUEM CONTROL PRACTICES GENERAL 11°� g 'rh-pbeeupre-ens ng precAass PPr NOTE;SEE OVERALL CONSTRUCTION SE POINTS AND BENCHMARKS WRING'CONSTRUCTION. ALLIANCE FOR SITE GENERAL CONSTRUCTION;SEE GENERAL NOTES51'ECIFlCATIONS FOR BERM . 161540 i nor bcal smhdnds raquires design dta-p waled and DETrAILEDREQUIUMENT'S: .. CEtITEA<1ME BETICIWIAHR 0 3 0 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER - .a by a licensed essuel str°ooanl e ; - - .. AND FREE FROM DAMAGE DURING THE ENTIRE DURATION OF THE PROJECT. .2.PLAITING SOIL - ..MANDATORY NOTHICATIONIAPPROVALOF ENGINEER.AND'OR TOWN'S INSPECTOR PRIOR TO PROCEEDING WAIN NEXT STAGE.. .. __.S_-__..._. _.__ U&M CDR.(m IL � � MAIL BON THE SOIL.SHOULD BE A UNIFORM MIX, FREE OF STONES. STUMPS,ROOTS OR OTHER SIMILAR 'CALL HORSIEY WITTEN CROUP AT 509433"XI PRIOR TO 1200 NOON ON PRECEDING DAY TO ARRANGE.FOR NOTIFICATION. 8. DRAINAGE PIPING SHALL BE HOPE MODEL N-12 AS MANUFACTURED BY ADVANCED.DRAINAGE OBJECTS LARGER THAN TYIO.INCHES. NO OTHER MATERIALS OR SUBSTANCES SHOULD BE MIXED ' FOR FACILITIES DFSIGNEDTO PROMOTE INFILTRATION,SUBSTITUTE FILTER FABRIC WITH A6-ZONE OFROTO-TILIXI)PLANTING �- '70-•__• umm CDKT MO SIGN SYSTEMS,INC.(ADS)OR EQUIVALENT AND CONFORM TO AASNTO U294 CORRUGATED OR DUMPED WITHIN THE BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH,OR. - .SOL AND NATIVE SOIL TO AVOID A HARDEDGE. POLYETHYLENE PIPE(SMOOTH INTERIOR).. PIPE SNAIL BE INSTALLED AT THE LOCATIONS - PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS.THE PLANTING SOIL - - - 84 M&M CONT•(PROP) SPOT GRADE ' An INDICATED ON THE PLAN. MINIMUM PIPE SLOPE SHALL BE 0.5 PERCENT. CORRUGATED '.SHOULD BE FREE OF NOXIOUS WEEDS. - 7Pt - - >m :g POLYETHYLENE PIPE SHALL BE CAREFULLY BACKFlLLED IN ACCORDANCE WITH MASSACHUSETTS '� - - � ..SEWER -SYSTEM OPERATION & �MAINTENANCE - � � - 70•�- MINOR EOM•(PROP) NEST PIT N e - HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS (THE MASSACHUSETTS HIGHWAY DEPARTMENT .THE BIORETENTION SYSTEM SHAD.UTILIZE PLANTING SOIL HAVING A COMPOSITION AS FOLLOWS- - N e F g n 1988 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.THE 2002 SUPPLEMENTAL. SAND: BOX - '1.•ALL NEWLY INSTALLED FACILITIES; INCLUDING SEWER COLLECTION SYSTEM.SHALL BE CLEANED- QIRB O n 12 E N SPECIFICA710N5,AND THE 2005 STANDARD SPECIAL PROVISIONS). SILT: 1 5% - ': OF ALL FOREIGN MATERIAS SUCH AS DIRT AND MISCELLANEOUS DEBRIS PRIOR TO SYSTEM _ EDGE OF PAVEMENT © _ TREE =rn 12.. . GUY: <SX - - 'TESING AND SHAM BE WITNESSED BY THE ENGINEER. NO TESTING IS ALLOWED.WITHOUT - oh o 1 IN O FENCE-CHAIN UK - 7.'BACKFlLL ADJACENT TO PIPES AND STRUCTURES SHALL 8E OF THE TYPE AND COMITY- -NOTE-' FOR BIORETENTION APPLICATIONS WITH A PLANTING SOIL DEPTH OF 2 INCHES, OR 1E55, -�.REMOVAL OF ALL FOREIGN MATERIALS. - CONFORMING TO.THAT SPECIFIED FOR THE ADJOINING FILL MATERW-. BACKF61 SHALL BE ADO 20%(BY VOLUME) OF WELL AGED(6-12 MONTHS).WELL AERATED,LEAF COMPOST(OR. - - BUILDING. PIECED IN HORIZONTAL DYERS NOT TO EXCEED FOUR INCHES IN THICKNESS AND COMPACTED APPROVED EOUIVADM TO THE ABOVE PLANTING SOIL MIXURE. 2.-THE ENTIRE SEWER SYSTEM,INCLUDING PIPING,MANHOLES,AND PUMP CHAMBER SHALL BE _.___.__...H_..._.__.._. FENCE_WEE TO A.DENSITY OF 95X OF MAXIMUM DRY DENSITY WITH A MOISTURE CONTENT WM41M +/- 2% - - - - TESTED FOR LEAKAGE. SYSTEM MAY BE TESTED BY THE USE OF EITHER WATER OR . OF OPTIMUM. ALL COMPACTION IS TO BE DETERMINED BY AASHTO METHOD T-99. - THE PLANTING SOIL SHOULD BE TESTED AND SHOULD MEET THE FOLLOWING CRIIERLI:' LOW-PRESSURE AIR - iFlNCE-WOOD CRASS . PH RANGE' 52- 7.0 - _ _ _ _ _ _ _ GUM RAL � 8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES SET BY THE 'ORGANIC MATTER 1.5- 4% - 3. SEWER PIPE SNAIL BE STIR-35 PAC PIPE A PRESSURE TEST OF ALL SEWERMAIN LINES GRAM¢ I . SURVEYOR. GRADE.STAKES SHALL REMAIN UNTIL A FINAL INSPECTION OF THE SITE HAS BEEN MAGNESIUM 35 LB./AC - - 9441 BE CONDUCTED BY THE CONTRACTOR AND WITNESSED BY A-TOWN REPRESENTATIVE... LINT OF WGIN COMPLETED BY THE TOWN ENGINEER. PHOSPHORUS P205 75 LB./AC THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE TOWN WITH A MINIMUM OF PA p E PAVERS - POTASSIUM I(20 BS L8./Ac. 48-HOURS NOTICE TO THE TIME OF THE PRESSURE TEST. _ INMIAY yp - w - _ . 9. ALL PROPOSED STRUCTURES SHALL BE DESIGNED BY THEIR.MANUFACTURERS FOR AASHTO SOLUBLE:SALTS NOT TO EXCEED 500 PPM - - SNEWMIR - ti HS-20 LOADING. PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 500E h4.. THE SEWER PIPES SHALL BE TESTED FOR LEAKAGE.BY THE USE OF LOW-PRESSURE AIR.. LOW PAVEMENT PSI UNLESS OTHERWISE NOTED HEREIN. - ALL EhORETENTION AREAS SHOULD HAVE A MINIMUM OF ONE TEST. EACH TEST SHOULD CONSIST'I _ PRESSURE AIR SHALL BE INTRODUCED INTO THE SEAL LINE(WITH PNEUMATIC PLUGS)UNTIL TM 111E 10.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER OF BOTH THE STANDARD SOIL TEST FOR PH.PHOSPHORUS.AND POTASSIUM AND ADDITIONAL TEE INTERNAL AIR PRESSURE REACHES 4 PAT GREATER i11AN THE AVERAGE BACK PRESSURE'OF - .- SDEWK PAVERS . LL TAKE CARE TO PREVENT DAMAGE W. TESTS OF ORGANIC MATTER.AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REOUIRED FROM THE -ANY GROUNDWATER THAT MAY BE OVER THE PIPE.ALLOW AT LEAST 2 MINUTES FOR AR WALL ti [l SHRUBS,TREES AND.OTHER LANDSCAPING. WHEREAS THE PLANS 00 NOT SHOW ALL SIB'S STOCKPILED TOPSOIL IF TOPSOIL IS IMPORTED.THEN A TEXTURE ANALYSIS SHOULD BE PRESSURE TO STABIUZE AFTER THE STABILIZATION PERIOD(3.5 Pal MINIMUM PRESSURE IN CONSTRUCTION IS COMPLETE. THE INSTALLER SHALL ,EXISTING CONDITIONS MUST 8E VERIFIED BY THE CONTRACTOR IN PERFORMED FOR EACH LOCATION WHERE THE TOP SOIL WAS EXCAVATED. - THE PIPE).THE PORTION OF PIPE TESTED SHALL BE ACCEPTABLE IF THE TIME REQUIRED IN LANDSCAPE FEATURES. rn MINUTES FOR THE PRESSURE TO DECREASE FROM 3.5 TO 3 PSI IS.NOT LESS THAN,1.90 ,WALL STORESAIo pi v ADVANCE OF THE WORK. .. SINCE DIFFERENT LABS CALIBRATE THEIR TESTING EQUIPMENT DIFFERENTLY..ALL TESTING RESULTS TIMES THE LEGGM OF PIPE BEING TESTED. _ \ SOL Z 11..UNLESS OTHERWISE SPECIFIED ON THE PLANS AND SPECIFICATIONS,ALL SITE CONsTRUCTIaI SHOULD WARE FROM THE SAME TESTING FACILITY. - PROPERTY INFORMATION _ U MATERIALS AND METHODOLOGIES ARE TO CONFORM TO THE MOST RECENT VERSION OF THE. .SHOULD THE PH FALL OUT OF THE ACCEPTABLE RANGE,IT MAY BE MODIFIED(HIGHER)WITH LIME STORMWATER FACILITIES OPERATION & MAINTENANCE ABUTTING LOT - PROPERTY INFORMATION 0 MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS(THE MASSACHUSETTS OR(LOWER)WITH IRON SULFATE PLUS SULFUR. - - - : - - - • 801RNDAtY '�I HIGHWAY DEPARTMENT 198E STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.THE FASIELR LINE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSPECTION AND MAINTENANCE OF 2002 SUPPLEMENTAL SPECIFICATIONS.AND THE 2005 STANDARD SPECIAL PROVISIONS). 3. MULCH LAYER SPECIFICATIONS - ALL STORMWATER MANAGEMENT-FACILITIES UNTIL SUCH TIME AS THE ROADWAYS AND - LOT LINE v PROPERTY UTILITIES y t�`sn �Oj - MULCH AROUND INDIADUAL PLANTS ONLY. SHREDDED HARDWOOD MULCH IS THE ONLY ACCEPTED ASSOCIATED UTILITIES ARE ACTED BY THE OWNER. - - W k p 12.ALL YMMJCK41R RAMPS 94AL BE CONSTRUCTED 9N ACCORDANCE WITH THE RELEVANMULCHMULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE �- R/W>BOUNDARY ED CATCH BASIN -1 PROVISIONS OF THE AMERICAN DISABILITIES ACT(ADA).AND WHERE FEASIBILE IN ACCORDANCE 91ORETENTION AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE - - _ -� WITH THE MOST RECENT-VERSION OF THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARD. - 2.THE CONTRACTOR SFWl INSPECT AND RESTORE/CLEAN ALL FACILITIES(INLETS.MANHOLES. ------- SETBACK m DRAIN MANHOLE f� no SPECIFICATIONS(THE MASSACHUSETTS HIGHWAY DEPARTMENT 198E STANDARD SPECIFICATIONS SHREDDED MULCH MUST BEWELL AGED(6-12 MONTHS) FOR ACCEPTANCE INFILTRATION BASINS,ETC.)OF SEDIMENT AND DEBRIS PRIOR TO THE OWNER'S ACCEPTANCE.. . - pd - GAS VALVE ^I(� FOR HIGHWAYS AND BRIDGES.THE 2002 SUPPLEMENTAL SPECIFICATIONS.AND.THE 2DO5 - - UTILITIES. . STANDARD SPECIAL PROVISIONS).AND THE MOST RECENT VERSION OF THE M4S'SACHUWYTS MIX APPROXIMATELY HALF OF THE SPECIFIED MULCH LAYER INTO THE PLANTING SOIL TO A DEPTH -3.ALL SEDIMENT AND DEBRIS SHALL BE DISPOSED OF.PROPERLY IN A PRE-APPROVED LOCATION D D ��PIPE. - �( HYDRANTF1 d HIGHWAY DEPARTMENT CONSTRUCTION STANDARD DETAILS AND DRAWINGS(1977 MASS. OF APPROXIMATELY 4 INCHES TO.HELP FOSTER A HIGHLY ORGANIC SURFACE.LAYER. '_'AS DIRECTED BY.THE TOWN. - G'� � E DEPARTMENT OF PUBLIC WORKS CONSTRUCTION STANDARDS. 1996 METRIC CONSTRUCTION AND - W UNE O IALi POSTV S- - 0 STANDARD DETAILS,AND THE 2003 METRIC/ENGLISH SUPPLEMENTAL DRAWINGS).. -4.COMPACTION - 4.ALL STORMWATER WI FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR AFTER EVERY MAJOR - 1r�tC . - IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE BIORETENTION AREA .RAINFALL.EVENT FOR THE ENTIRE DURATION OF THE CONSTRUCTION PROJECT AND THE FIRST OHV OVERHEAD WME I9 SEWER MANHOLE . 0 13.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ME SAFETY OF ALL PERSONAL ON THE JOB AND THE REQUIRED BACKFILL WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL 3-MONTHS AFTER CONSTRUCTION TO ENSURE PROPER STABILIZATION AND CONSTRUCTION. S 0 SITE. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING,INSTALLING.AND MAINTAINING ALL -IF BIORETENTION AREA IS EXCAVATED USING A LOADER.THE CONTRACTOR SHOULD USE.WIDE SAMWtY SEWER CEO D11111Y BOX - NECESSARY SAFETY DEVICES,WARNING LIGHTS.BARRICADES.AND OTHER APPROPRIATE SAFETY TRACK OR MARSH TRACK EQUIPMENT,OR LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE LiR11Y POLE- FM -FIN SAILER PONCE MAIN MEASURES IN ACCORDANCE WITH OSHA STANDARDS. EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES. RUBBER TIRES WITH URGE LUGS. MAINTENANCEGS.OR HIGH 5.SPECIFIC MAINTENANCE SHAM BE AS FOLLOWS'- - _ AN U PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES -- - UCaE WO)EROUID ELEC. D4 WATER VALVE ARSTRUCTURES u . . •3 14.THE CONTRACTOR SHALL REGULARLY INSPECT THE PERIMETER OF THE PROPERTY TO CLEAN UP AND STORAGE VOLUMES AND IS NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY.CONTRIBUTE A DRAINAGE STRUCTURES(INLETS. MANHOLES&CATCHBASINS): ALL DRAINAGE STRUCTURES - a AND REMOVE LOOSE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALL DEMOLITION TO DESIGN FAILURE. - . U DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND DISPOSED OF IN A PROPER WILL A INSPECTED ANNUALLY ET MONITOR FOR PROPER OPERATION.BE COLLECTION E UTTER _ NAERCRdIND,I:/VC ® 11E11 9 OR TRASH.AND STRUCTURAL DETERIORATION. 7HE BASINS WILL BE CLEANED OF SEDIMENT MANNER. .ALL TRUCKS LEAVING THE SITE SHALL BE COVERED. COMPACTION CAN BE ALLMTEDSUCH AS A BASE OF THE BIORETEMION SUBSOIL FACILITY BY USING A V . WATER LIE '. m � - '. - PRIMARY TIWNG OPERATION SUCH AS A CHISEL PLOW.RIPPER.OR SUB500.ER.THESE TILLING -. . '(INCLUDING SUMPS)AS NECESSARY.AND REPAIRED WHEN REQUIRED. RP RAP � � ��� .0 15:AT THE END OF CONSTRUCTION,THE CONTRACTOR SHALL REMOVE All CONSTRUCTION DEBRIS OPERATIONS ARE TO REFRACTURE THE SOIL PROFILE THROUGH THE 12-INCH COMPACTION ZONE' - - - - 4 AND SURPLUS MATERIALS FROM THE SITE. A THOROUGH INSPECTION OF THE WORK PERIMETER SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS TYPICALLY DO NOT8.RIP-RI1P SLOPE PROTECTION: 'RIP RAP AT THE Ol1TFALl5 WILL BE INSPECTED ANNUALLY ENVIRONMENT a too YEAR FLOOOPWN ENVIRONMENT p 3 IS TO BE MADE AND ALL DISCARDED MATERIALS.BLOWN OR WATER CARRIED DEBRIS.SHALL BE TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT. � AND REPAIRED AS NECESSARY. 100-YE BLIFPER TO _ .® REIIAIND - x�xg. .Q COLLECTED.AND REMOVED FROM THE SITE - - ------- U WHEN BACKRWNG THE BIORETENTION FACILITY.PLACE SOIL IN LIFTS 12'OR GREATER. DO.NOT C.GRASS CHANNELS:CHANNELS SHOULD BE INSPECTED ON A SEMI-ANNUAL BASIS: ADDITIONAL WERAN 9MMDIM } 16.AREAS NOT DISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL CARE SHALL BE TAKEN USE HEAVY EQUIPMENT WITHIN THE BIORETENTION BASIN. HEAVY EQUIPMENT CAN BE USED -INSPECTIONS SHQULD BE SCHEDULED DURING THE FIRST FEW.MONTHS TO MAKE SURE MAT - 100-Fr BUFFER TO TO PRESERVE EXISTING TREES.GROUND COVER AND OTHER NATURE.FEATURES WHENEVER AROUND ME PERIMETER OF THE BASIN W SUPPLY'SOBS AND SAND. GRADE BIORETENTION THE VEGETATION IN THE CHANNELS BECOMES ADEQUATELY ESTABLISHED.REGULAR STREAM EROSION SEDIMENT& POSSIBLE.ALL AREAS UNPAVED AND NOT LEFT IN A NATURAL CONDITION SHALL BE PLANTED MATERIALS WITH LIGHT EQUIPMENT SUCH AS A'COMPACT LOADER OR A DOZERACMIDER WITH -- Rao-rt BUFFER 10 Y INLET A+ROTEcrIOn . ' MAINTENANCE TASKS INCLUDE MOWING. FERTILIZING, LIMING.WATERING. PRUNING.AND WEED. SIAFAY - . Q WITH GRASS AND LANDSCAPING MATERIALS AS SHOWN ON.THE LANDSCAPING PUN. MARSH TRACKS. �...�... - . .AND PEST CONTROL_ VEGETATION SHOULD BE MOWED AT LEAST ONCE PER YEAR TO A STREAM WATER) .. . 17.SEE EROSION AND SEDIMENT CONTROL PLANAN FOR ADDITIONAL.NOTES 5. PLANT INSTALLATION -HEGHT OF NO LESSTHAN FOUR INCHES. SEDIMENT AND DEBRIS SHOULD BE REMOVED CONSTRUCTION EMT THE PLANT ROOT BALL SHOULD BE PLANTED SO 1/BTH OF THE BALL IS ABOVE FINAL GRADE - MANUALLY,AT LEAST ONCE PER YEAR.AND PERIODIC RESEEDING MAY BE REQUIRED TO MnAND .o SURFACE. ROOT STOCK OF THE PLANT MATERIAL SHOULD BE KEPT MOIST WRING TRANSPORT MAINTAIN THE DENSE GROWTH OF VEGETATION. CARE SHOULD BE TAKEN TO PROTECT - EROSION Be SEEK STORM WATER - _ AND ON-SITE STORAGE THE DIAMETER OF THE PUNTING PR SHOULD BE AT LEAST SIX INCHES CFIARNELS.FROM SNOW RDIOVAL AND DISPOSAL PRACTICES. .. LARGER MAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLAIT STRAIGHT - a SILT s W/RACE BMP - d DURING THE ENTIRE PLANTING.PROCESS.THOROUGHLY WATER GROUND BED COVER AFTER D.BIORETENTION SYSTEMS AND RAINGARDENS:THE BIORETENTION SYSTEMS AND RAIN GARDENS SW FLOWPA7H _ N CONSTRUCTION SEQUENCE INSTALLATION. . .WILL BE INSPECTED SEMI-ANNUALLY FOR THE FIRST YEAR OF OPERATION AND ANNUALLY - a< 1. INSTALLATION OF EROSION&SEDIMENT CONTROL DEVICES AROUND PERIMETER OF PROPERTY. TREES SHOULD BE BRACED USING 2'X 2'STAKES ONLY AS NECESSARY AND FOR THE FIRST - - AFTER THE FIRST YEAR.AND AFTER MAJOR STORM EVENTS. GENERAL MAINTENANCE OF ABBREVIATIONS i SW LNGLTr AREA O - 2. SITE CLEARING&GRUBBING AND INSTALLATION OF CONSTRUCTION ENTRANCE. GROWING SEASON ONLY. STAKES.ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE -. BIORETENRON SYSTEMS FALLS UNDER LANDSCAPING PRACTICES. THE PLANTING SOIL BED Ex EIaSTINc a . 3. ROUGH GRADE ARE - BAIL WILL BE MONITORED FOR PROPER PII, EROSION,AND AERATION. MULCH WILL BE OWN DRAINAGE MANHOLE: ' -' 2 m 4. ROUGH GRADING OF SURFACE.STORMWATER MANAGEMENT AREAS(EXCEPT UNDERGROUND REPLACED BI-ARNl1ALLY,AND ILL-ESTABLISHED. DEAD OR SEVERELY DISEASED PRAMS WILL i RECHARGE BASINS AND FILTER MEDIA IN BIORETENTION FACILITIES). GRASSES AND LEGUME SEED SHOULD BE TILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE BE REMOVED AND REPLACED ANNUALLY. SEDIMENT BUILD-UP FROM ME PEA GRAVEL TIN TEST PIT 0 5. INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES AT SURFACE STORMWATER INCH. GRASS AND LEGUME PLUGS SHOULD BE WANTED FOLLOWING THE NON-GRASS GROUND DIAPHRAGM WILL BE.REMOVED AS NEEDED,AND ME DLAPFIWhGM ITSELF WILL BE REPLACED TSLOPE EST o MANAGEMENT AREAS. COVER PLANTING SPECIFICATIONS. WHEN NECESSARY. iiOPE Foom--OENsm'POLYETHYLENE PIPE . repw 6. PREUMINARY ROADWAY GRADING. A : FT. FEET 7. INSTALATION OF ALL SUBSURFACE DRAINAGE STRUCTURES. THE PUNTING SOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY, E.INFILTRATION CHAMBERS: INFILTRATION CHAMBERS WILL BE INSPECTED AFTER MAJOR STORM - - 8. INSTALLATION OF ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES NUTRIENTS FROM NATURAL CYCLING. THE PRIMARY FUNCTION OF THE BIORETENTION STRUCTURE EVENS FOR THE FIRST FEW MONTHS TO ENSURE PROPER FUNCTION.ON A MONTHLY BASIS, W HIGH PONT � y 9. INSTALLATION OF 3tiWEN MAIN, UNDERGROUND ELEC/IEI.E/CTV AND WATERIWN. IS TO IMPROVE WATER QUALITY. ADDING FERTILIZERS DEFEATS. OR AT A MINIMUM. IMPEDES THIS RB RECHARGE LP LOW POINT_ 9. INSTALLATION OF BINDER COURSE - GOAL ONLY ADD FERTILIZER IF COMPOST OR MULCH IS USED TO AMEND THE SOIL ROTOT01 SEDIMENT AND(AL/GREASE WELL BE REMOVED (FROM PRETREATMENT DEVICES AND 11.CONSTRUCTION OF ALL RESIDENTIAL DWELLINGS. UREA FERTILIZER AT A RATE O*2 POUNDS PER 1.000 SQUARE FEET. OVER STRUCTURES).OBSERVATION WELLS WILL BE CHECKED 3 DAYS AFTER A MANOR IN DRAINAGE CATCH �T . n STORM.AS FAILURE TO PERCOLATE WITHIN THIS TIME PERIOD INDICATES CLOGGING. F INFLOW LOCATION . 12.FLUSHING OF ALL STORM DRAIN SYSTEMS TO REMOVE SEDIMENT. 6. UNDFRDRANS - 13.SURFER STABILIZATION (VEGETATION,DRIVEWAYS. GRAVED.• OR OTHER). UNDERORAINS SHOULD BE PLACED ON A MINIMUM 3'-0'WIDE SECTION OF FILTER CLAM. PIPE PRETREATMENT �µIT DIVERSION STRUCTURES WILL 8E INSPECTED ON A SEMI- 01 INFILTRATION BARE ND 14.REMOVAL O ACCUMULATED SEDIMENT FROM ALL FOREBAYS. ANNUAL BASIS FOR SEDIMENT BUILD-UP AND STRUCTURAL DAMAGE. UPON FAILURE. FM �� 15'INSTALLATION OF RECHARGE BASINS AND FILTER MEDIA&PLANTINGS WITHIN THE BIORETENTION IS PLACED NEXT' FOLLOWED BY THE GRAVEL.BEDDING. THE ENDS OF UNDERORAIN PIPES NOT MAINTENANCE STAFF WILL PERFORM TOTAL REHABILITATION O'THE CHAMBERS TO MAINTAIN m TERMINATING IN AN OBSERVATION WELL SHOULD BE CAPPED. - :AY WA 114. 1TEA71EL/T I FACILITIES. - STORAGE CAPACITY WITHIN 2/J,OF THE DESIGN TREATMENT VOLUME AND 72-HOUR p 16.INSTALLATION OF ROADWAY TOP COURSE. THE MAN COLLECTOR PIPE FOR UNDERCIRAIN SYSTEMS SHOULD BE CONSTRUCTED AT A MINIMUM DoLTFtARON RATE" SW SERA MANGE 17.FINAL SITE STABILIZATION. - - CJL CORWER BOLMI ti 18.REMOVAL O REMAINING EROSION&SEDIMENT CONTROL DEVICES AND FINAL CLEANUP. SLOPE OF OAX. OBSERVATION WELLS AND/OR CLEAN-OUT PIPES MUST BE PROVIDED (SEE PLANS C CORM FLOOR 4 FOR LOCATION). F.ROUTINE MAINTENANCE: OTHER ROUTINE MAINTENANCE WILL INCLUDE REMOVAL OF TRASH W,SL„ WATER SURFACE ELEVATION 5093 AND LITTER FROMPAVED AND PERIMETER AREAS.AND ANNUAL STREET SWEEPING AFTER THE .MAR YEAR - ' ELECTRIC 0 7. MISCEL i ANEOUS - SPRING MAW TO AVOID EXCESSIVE ACCUMUU710N OF SEGMENT IN THE DRAINAGE SYSTEM. UG UNDERGROUND OFF VCM1LE -sa„h N,meac THE SIORETENTION FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA R/W RIG T-OF-WAr E HAS BEEN STABILIZED. THE BIORETENTIONOP FACILITY SHALL REMAIN OFFUNE-AND INERATIONAL. ME PIPES DRAINING THE PRQIECT WILL BE INSPECTED ANNUALLY Fat PROPER iLOW. W LEACHING FIT - 2 Of 9 . UNTIL ALL B30RETENTION-VEGETATIKON IS STABILIZED. - - W WATER WELL _ _ NOTES: .. - . 1: PARCEL AREA=8.3 ACRES. 2. PROPERTY LINE AND STREAM LOCATION TAKEN FROM PLAN PROVIDED BY THE 8 TOWN OF BARNSTABLE D.P.W.ENGINEERING DIVISION SURVEY SECTION. 3. BENCHMARK ALSO PROVIDED BY TOWN SURVEY SECTION. 4. TOPOGRAPHIC SURVEY PERFORMED BY.HORSLEY WITTEN GROUP MARCH 2O06. Q " y rL 1. - 000 1IV r / NA . eN.-e ..ram,. � .. \ �_ '•s-,o, sa - _ y ••\• tt�.. \ �t t tt\ t eBSG'4elOK enu \\- - :,,:_.-R8'�'--. - .. - ' '" `• �� i\�i lj, � ;;�.." tS} \t\\\_ - t/i N-#.,-3-�'_�^. O' . - t NAP 3e6 IOt 4oUJI W V amnr ar euensrAers F' • - O � `t N , rAr 3e6 ror oat Q; C t : I �(n a m.N w§iexvr.�s `G TJ •'.\ A-1 �V '`) W 1q W JE ••` M-16 • 4 �� `i\ \ ...-t _ 1 \ 1�S ' ���..J`')../`��,J`��,,J�')- �' •. A-1 C •\\ t - tl \\ i 7t Ott. `S�t :�. ,. e .. DIWEBALL - G 1 Aup JIM LOT"47 Ikk P1011APt�fAN '� \tti T".� �1P-ar-2t �a ...\ \.�\. - - �\ \i: __- �M~pw ------------ 1 i ` BABI011lOI \ t/ // -+oNpel�. Ol Jf \ "a,aKl �` '7 ! tf ,80 88Rm - c MUL \t 1 M!-3 f�EYR NL\ \ ~�z'. `•,. •TC,�iE I U A. CESSPOOIL co N O pL CB , ' C OG4IMG CLLVERI eeneewl R eQ v d:°,u Om ce MEETINGHOUSE IIAY ,ae- a -- -- -- -- — '=� -- -- -- _ ROUTE err-,w •".��• .. tsl p P,ojoq Wrrmer: ew-IOL loo GRAPHIC SCALE 5093 TJ - SM1ael tamper W MW-z ` . ew-.S sw-7 \ NOTES: •' '' - \ - .. t. ALL DRAINAGE PIPE SHALL BE HIGH DENSITY POLYETHYLENE(HOPE)PIPE. l 111--4 IR-tF 18-1F b 3' IB-ID \ Bwv-fir $YIY-7 avw-a q Is—lc MAP 155 TAT 003-001 �` ,�Ie-S osmuN k oil -24- IMIL tti 1 o a € tt r'c' SD(88' LONG WASTEWATER'. i 1 —'T LEACHING TRENCHES WITH `tt RESERVE � a r. _ ••\ - - - \$ t:ODSERVATiGN WELLS tl \. \ \t G SYSTEtA tIEHT I to.S j `\t o/ " I� \ 3 \i\ \tti W AP B saunoiY\ \ / 1 x a y n h METAL 'PiHE ` ~\ ti -F �~\ - 25'MIN. SYSTEM r i ti •. \j Ftt t1 PRURET NTIOTI \\ it i ! \24 UNITBKXXERE - / ' `. R. BIOCLERMAP 15.RECYCUF rE TOWN or I -�•Ili COMPARTMENT S PTIC -R-7 \ V q \ •\ 1 \�- xv '•: 'L'\\ to Mllr. j 7dAP i5N "f 002 I ( IV A-5 : TO ?r' OF PARNSTABI F � e co w� D `tt Y/ M • •\ � t \ i ! / JJ t F.P \ \ A-s N. 30 .. MAII 155 LOT 47 � !. '/ ', \ i. -. ,. . N/F a, 3 _- MILLER h 3HERMAN \\ \ .T DTP- PYC PIPEE i tl t 1 - %i/ /,\ • PROPOSED WATER W/CAP E SUPPLY WELL �� t •,t\� _ to4�1'--.__ � �a wT.z�'� �. // f' } - 1 PROPOSED D i ND�tNFlLTRATt10N SYStowTEMt Efi-19 \ `- l to { r/ /168.z'c I 1? r M7.,a.fl..••'F`El X UPROPOSED i NDERGROUND OfAM R„T W, .. INFILTRATION. -/- 8. SYSTEM 1 t I c a -1'i/J{ f� !./ .....,..-jh '-.7 =. L -% \\ i f/fail 'i2'i` \ �'tPv�;,'PIPE 3'.�i't y` / .k' ( ; tE'_';TkSEN' � • «\\ v L l PROT�sE.n eI 1 r"\.f-11!.�-y' { $3 a e j/ L'y-z2 z 20.000 GALLON WATER ``. ", .a4 \ i _/ :d idB u c o STORAGE TANK FOR I \ \ ♦ .\ - gV E N T 11 f.t FIRE PROTECTION F"XtVNG /••• _•+q •0VW--2:. f `G...SS(N2LLt t�j tom' \�_ •.. ~\ \\ l\ � ��. .. � t—�P II .R- ; swt•(NP) \ l I 62i79 \ N EXISTING CJLVCRT $.-NC.HMiVRK. PX SET F. .. 4574.98 J_x _ ^8 I S lild.' . Et.. 9. -- I11VGHCIZIS -- GRAPHIC SCALE roes w - p 15 l0 60 t10- .' E -- 5 of 9' i . .wawa xe +•a �s rro w w eooe'er�r - . ae r as e~�a ae e»a=a :.wo NV7d .f WIJ12 -7 d.yd 6'A IUSK4 xw os�ccrress o+ ea m 4�-W:parea �I ODDtCB•BBD _ *mm cssco�vwroa;w�res {r ',778YdSNffvg dS.7dl gMStCCtlUS 0of'ffs(NOS):xc� O lave wnoy D6 - VW-$!--(H W99rffs(do0 mum Y) uw.a�s waawda r.n, ,a.' , vri WaiveA4*de��oV•w?�* NOIZV.917ddV JJN.Y7d.'IiUSArffH7NdNOO _ r-is elewWnt 091' - . 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Z z 1 InW " fig — : .: b Ogg!, _ �) 't] a,�:. :'i�i� �•L••t..1i•";'�,,a�;. �I. •;;/y.:•,v�. 3$ � 1!. _ G�W ci • o � N I m _ gig 41 Z. ZS '= :as _ d� �EQj W M F� 8 m d d �. s r I N Wwo sad 4 B LL oCN LLI i0 3 r z Z 1 . � I� _:�.•`� n fir_ �� 3 ; i- �" Z ir :- N 6MP'30 MM 4NV8Wol£6ogUmegwol-£609 s6U1m- \PJegwol-VOW l-slssV BulsnoH£609FP g3 Aq 90/4Z/oL:paluud 90/VZ/M:Paylpow lsel 3 . L 166 p up- 40 011�_ - cr TO ta OF 10 of ram` dam`' pe dF a �vc►� 241•e�' ,� ,o ,:. dF ,NpY Q P A, ,E 00 60 6Od� OPP 32 all �'• -� � Ate- 4.�47� t0 Jb �O- kp \ p 36 Cam" coN�N �Nop2 dF S�SZE s ,:..' E �,jDUS i�9 -.. ET pt1T dost tie C EXISTING GRADE J WASTEWATER SYSTEM' PROPOSED GRADE W o SCHEDULE OF ELEVATIONS INV. EL. 25.04 NV. EL. 25.87 a ` INV! EL. INV. EL. 27.32 LINE) 0 36 _ _ INV.. EL. _25 73_._ 36 / _. NV.. EL. .25.98 '`- TOP OF FOUNDATION 29.40 - w _..,.- _ _ __ s 32 - _ BUILDING SEWER 26.31 - - - - - - 32 n m .,. - SEPTIC TANK-INLET 25.98 28 28 NOTE: SEE SHEET/ SEPTIC TANK- OUTLET 25.73 24 l� _.. ... . _. �_._.. . U1 _.. f ., ___. __.. 24 WASTEWATER I SYSTEM M BIOCLERE INLET 25.52 DETAILS. C m 00 _ _ - BIOCLERE OUTLET 25.27 � � _ ':���,���� O 9 m ' �/ �� BIOCLERE RECYCLE LINE 27.32 20 ; �; �,,.; ;20 •> � o TOP OF BIOCLERE UNIT 34.44 - BOTTOM OF BIOCLERE UNIT 19.72 16•._ 16 • L••'S �' / � � INV. EL 25.52 NV. EL. 25.27 / O ` D-BOX-INLET 25.04 BIOCLERE / � � 6,000 GALLON TWO 9 OUTLET D-BOX- OUTLET 24.87 COMPARTMENT SEPTIC TANK 24/20-950 UNIT DISTBIOBXTION m J Y LL o x \ O TRENCH INVERT IN 24.76 L BREAKOUT 25.10 = LATERAL DISTAL INVERT 24.41 \ �� BOTTOM OF SYSTEM 22.41 HYDRAULIC PROFILE CL y 1 /�400 �O ` ESHGW 14.13 SCALE: »_ 9 m Gj� O \ ^ GROUNDWATER SEPARATION 8.28 LE. 1 10 0 , 3 w F \ slx 70' LONG WASTEWATER TREATMENT SYSTEM DESIGN CRITERIA _ 0 2 m NO 'T \ LEACHING TRENCHES WITH FLOW FOR 1800 GALLON PER DAY ELDERLY HOUSING DEVELOPMENT '� ° N •� �0 l - �� RESERVE (RESERVE NOT BUILT) S z o o o p ELDERLY HOUSING 12 UNITS -9� SYSTEM VENT \FO FLOW PER UNIT 150 GPD 4) z y t o \ \ Fy \ ® 9 OUTLET �0T 6 DESIGN FLOW 1,800 GPD L _ le 0 3 M M N \ ` ` DISTRIBUTION ��,� �° o a BOX �FR TO SEPTIC TANKS = y o y o 0 0 ICU 3 o Roo o z TP BIOCLERE VENT !y SYSTEM VENT MANIFOLD COMPARTMENT 1 -200% OF TOTAL DAILY FLOW: \ O 2 X 1800 GPD: 3,600 GPD \ 25' MIN. _ -- 0 COMPARTMENT 2- 100% OF TOTAL DAILY FLOW �F0 BIOCLERE 1 X 1800 GPD: 1,800 GPD ---30 � 0T 6� 24/20-950 UNIT T - TP W 1 FF TOTAL TANK CAPACITY: 5,400 GPD WASTEWATER NOTE: SEE SHEET 11 , i v 1 FOR SYSTEM DETAILS USE 6,000 GALLON SEPTIC TANK Fj- ir. , 7 1 1/2" RECYCLE LEACHING SYSTEM DESIGN CRITERIA _ LINE TO SEPTIC TANK j SOIL ABSORPTION SYSTEM ww �i 150 1 \ WELL LEACHING SYSTEM USED: STONE TRENCHES ' i / e�FFF DESIGN PERCOLATION RATE: 2 MINJIN. c o R SOIL CLASS: ( 0 O ` \00` I LONG TERMACCEPTANCE RATE (LIAR): a74 GPD/S.F. o p� \ 1 ° TOTAL AREA REQUIRED-LOCAL CODE: 2,533 S.F. 0 6,000 GALLON TWO TOTAL AREA REQUIRED- TITLE 5: Z533 S.F. . Ci1 V COMPARTMENT SEPTIC L7 TANK TOTAL AREA PROPOSED: CC Q \ 1 \ A(sidemll): (70'+2'+ 70'+ 707 x 2'x 6: 1,728 S.F. m . ,43I0CLERE ..CONTROL PANEL A(bottom). 70 x 2 x 6. 840 S.. � � ... ._ y (LOCATION SHALL BE FIELD TOTAL AREA. 2,568 S.F. J,q J , DETERMINED) ' TOTAL ALLOWABLE FLOW.• 1,900 GPD '`'�I USE 6-70'L X 2'W x 2'D LEACHING TRENCHES w to \ _ � ` T n/ a. o \ CONTROL PANEL WITH AUTO TRANSFER -30` a o ; ` SWITCH FOR WELL (LOCATION SHALL BE LO FIELD DETERMINED � , ` � •,. � ` � ,EOQ 50 ICU un L- �\\� � � \ , • � ` __ � € •� i it CIO TP-SW-2 ` p \ c+ wTc w �- ®-A CIS o0 VAN PROPOSED 4 WATERco Ca 0 0 to O I SUPPLY WELL , L p o oho `a I \ 94.6' 10vo i u6 \ \ �Z T • • ` PROPOSED NATURAL GAS Q \4 E BACKUP GENERATOR FOR WATER \ ---_ SUPPLY SYSTEM (SEE c • ELECTRICAL DRAWINGS FOR 1681.2' SEE ELECTRICAL ° DETAIL) -` DRAWINGS FOR DETAIL �LO AN 71 TP 20,000 GALLON WATER O° _ _ m a EXISTING WELL 2 °=o ~O STORAGE TANK FOR FIRE PROTECTION (SEE CO CV 1 DETAIL SHEET 8) MANHOLE ii ii ii r r VENT PIPE o X. /. //. FILL PIPE FIRE �/ i✓ % V Wllll�UPF Registration: Till OF sr p I CONNECTION E •�R TO WET�gNO _ 1'AT"U L - - - - - - - - - _ t �1 JL J t - - -•a - - _ LEE Q 1 EL20 u -� _ aft ti � � CONTROL --' -- ' GAS GAS GAS GAS GAS GAS GAS GAS CB/DH FND N CONTROL 5p_FO999.99 O N = 5000.02 11 z7 \ N = 4802.02 PROPOSED GAS LINE BU= TO WE7 EL. 437.67 GRAPHIC SCALE Project Number: E = 4514.88 �.. AND 30 0 15 30 so 120 5093 (D EL. = 19.94 .a� Sheet Number: - - - - ( IN FEET ) �, - - �\- - - 6 Of 11 T II EXISTING GRADE WASTEWATER SYSTEM PROPOSED GRADE Q SCHEDULE OF ELEVATIOMIS I INV. EL. 25.04 NV. EL. 25.87 a ------- -- - --- ---INV. EL.- INV. EL. 27.32 LINE Z 2 - - ---- . --�-- • _ 36 INV. EL. 25.7 36 � w \ - -- - -FFOU--NDATION--- -- -29._ 5.9b TOP O40 32 32 CID BUILDING SEWER 26.31' - NV. EL. 2- - - - - - - - - --- - - -- - - - -- --- > / SEPTIC TANK-OUTLET 25.731 NOTE:SEPTIC TANK_ -INLET 25.98 SEE SHEET 11 FOR WASTEWATER SYSTEM Y Y > 24 24 DETAILS• cn m m °D � BIOCLE_R_E INLET ___ __25 52I C � BIOC_ LER_E OUTLET 25 27 20 20 t/) N tom— -- •- � �/ r �� _--BIOC_L_ER_E RECYCLE LINE -_ 27.32� "'' '+ •- � � ° > o -TOP OF BIOCL_ERE UNIT - 34 44, a) BOTTOM OF BIOCLERE UNIT 19.72I 16 16 4 -- ' / - ------- - -----_-.---- - --- INV. EL. 25.52 NV. EL. 25.27 O - --_-- D-BOX-INLET --- -- 25.04 6,000 GALLON TWO BIOCLERE 9 OUTLET / � COMPARTMENT SEPTIC TANK 24/20-950 UNIT DI BIOUTION � a. _ - _ ----- BREAKOUT 25.10 C _LATERAL DISTAL INVERT 24.41 BOTTOM OF _----...___2._-11 HYDRAULIC PROFILE ay ---- BOTTOM-OF ESHGW _ 14.13` » > 3 0° \ I SCALE: 1 = 10 0 , GROUNDWATER SEPARATION 8.28 h o o0A w ' • I _ TREATMENT SYSTEM DESIGN CRITERIA +-' E SIX 70 LONG WASTEWATER ++ `-� i- - - ------- --- ----- . c 40 �, ao � ` LEACHING TRENCHES WITH FLOW FOR i800 GALLON PER DAY ELDERLY HOUSWG DEVELOPMENT ° m _ — ---- o o \ o — -"�� RESERVE (RESERVE NOT BUILT)�� \ ` ; S0 - ELDERLY HOUSING 12 UNITS = n ------ ----- y� SYSTEM VENT CFO _----___ _ 15 -- - -- � \OT ----FLOW PER UNIT 150 GPD _ � � ` .e o M c \ �\ 60. l_.___-___.__ ---------_-_-_ DESIGN FLOW 1,800 GPD -- Ly.. t Z 3 M \ DISTR.' '. =0N` .��. WASTEWATER NOTES: o w e c a, o BOX \R 1. SEE SHEET 11 FOR SYSTEM DETAILS - - 3 o a o o z \ \ ` SEPTIC TANK. -- _— _—__ a� H vs a TO 2. PROPOSED BUILDING FLOOR DRAINS SHHALL NOT __ - TP BIOCLERE VENT - � - --------- DISCHARGE TO THE WASTEWATER TREATMENT SYSTEM. - - - - ---- \ ` SYSTEM VENT MANIFOLD ��� COA?I'ARTn�tNT 1 -200% OF TOTAL DAILY FLOW.' .._...3�p-.-_ tip 2 X 1800 GPD: 3,600 GPD 25' MIN. 00� - CONFAB`IIENT 2- 100% OF TOTAL DAILY FLOW _ �3 �fi00T BIOCLERE __-.- 1 X 1800 GPD: 1,800 GPD--------- ` 24/20-950 UNIT - --- -- - ----- --- ----- 6 _ _ ___ ___ T - TP W 1 ��F� TOTAL TANK CAPACITY: 5,400 GPD errr �T USE 6,00@ GALLON SEPTIC TANK I r 0 ------ ---- ----- rrr�rr - r r 46.0 ; �� 1 1/2" RECYCLE LEACHING SYSTEM DESIGN CRITERIA -- /�i rrir 0 LINE TO SEPTIC ------ ----- - Ci1� it r TANK SOL ABSORPTION SYSTEM "y I N. %rr �, 15p _____—._.__-_.___. __ ___----�AC_H1NG_ SYSTEM USED: STONE TRENCHES -- - - �. ' Z. WELL --- p I rj . e(UFF DESIGN PERCOLATION RATE: 2 MIN✓IN. No SOIL CLASS: I _ r, -- - -- ---- — — O 60 LIGHT (TYP.) SEE \ / / LONG TERMACCEPTANCE RATE(LTAR): a 74 GPQ/S,F. 3 0\ ELECTRICAL PLANS o � --- _—TOTAL AREA REQUIRED-LOCAL CODE: 2,533 S.F. _ -p •• L\ ° 0 6,000 GALLON TWO - _ TOTAL AREA REQUIRED- TITLE 5: 2,533 S.F. H- , \ / COMPARTMENT SEPTIC Q --- -- -- ----- "�i ..� TANK �\ .... . 33.1' TOTAL AREA PROPOSED: Q sn BOLLARD LIGHT 1 - _ _ - - ---)-n--- -- - --- ---- - -, A siderrell: 0'+2'+ 70'+ 7 x 2'x 6: 1,728 S.F m \T' ^�L � �� �� (( 'i, r�'=1 ��� • !/ /�'n E310CLERE CONTROL PANEL _. --___-. ___. A(boftom): 70'x 2'x 6: -840 S.F. -- ----- O > ELECTRICAL i-i��h : 1 '� f. �' _ TOTAL AREA: _Z568 S.F. W44 �r ` '��� � r^j�,, ,�,., (LOCATION SHALL BE FIELD - --- ---- i� a, "�.- .J j. -- -- O 1. ' ,� DETERMINED) _ TOTAL ALLOWABLE FLOW: _ 1,900 GPD '• \ ���? /� I \ FUSE 6-7�'L X 2'W x 2'D LEACHING TRENCHES O w \ > T 1. E Q 1 C C M �F '0� CONTROL PANEL WITH AUTO TRANSFER — -'--30— � oz \ `cam ` SWITCH FOR WELL (LOCATION SHALL BE a �' FIELD DETERMINED) Np o N ` LIGHT (TYP.)-SEE ` - 10 WETS` U CD \ ELECTRICAL PLANS ° �/ \ By FERN •3 s _ 50,FO®� 1 I V ; 1 0 / • TP-SW-2 ` o 4.. W o L LL s � `G,c� \ �/, E�0 -��� PROPOSED 4" WATER I L 3 E F _ a o 0 �' \ ` `�i� l SUPPLY WELL _ _ J \ �Z ° ��� 94.6' - ''' — �p,No _ —S 74°2 '0 a �" x'' o 2 a0 `� c E<Ec \ Gas ` \ 00FOC'` 247,80 — — E 0co A ; PROPOSED UTILITY EASEMENT- SEE N PROPOSED 1 PLASTIC ' s SITE PLANS 'N SEE ELECTRICAL (PLA) GAS SERVICE �� -. �.\ DRAWINGS FOR DETAIL �• LINE PER KEYSPAN p, ° �� _ N _ �� c' PROPOSED DIESEL BACKUP � ►ik a cv) Q GENERATOR FOR WATER SUPPLY � o r cy C SYSTEM (SEE ELECTRICAL �r \ DRAWINGS FOR DETAIL) I EXISTING 1 PLASTIC (PLA) GAS LINE o TP- W-1 �'q FROM 2 PLASTIC (PLA) MAIN IN C7 �" S LOMBARD AVENUE s~ 3 O 20,000 GALLON WATER o^o QO / STORAGE TANK FOR I - - OO GAS a c' in, o FIRE PROTECTION (SEE E` �' GAS Z o 'g o 00 1 DETAIL SHEET 8) MANHOLE `� VENT PIPE O FILL PIPE FIRE rir r�rr r � r Registration: r r FIVER �tt+OFAroS s -6 1 CONNECTION TO wl � q -0 �, N69°07' "E E ET�gND �. S6 09'34"W o�� RIci�RDn " cLAYTOR _.1 c 90, 0' S74° '47' �,/ civic a — 10L20 23 — •o N0.45116 _....-_ __ 9nF 9fGISTEPE� F`6Q � - COKfiRBI 61,607 �` �i.�,� L o CB/DH FNDco 'n CONTROL 50_FOO _ N = 5000.02 PK SET T BUFF E - 4999.99 GRAPHIC SCALE Project Number, p N = 4802.02 = TO W�� EL. = 37.67 E = 4514.88 ND 30 0 15 30 60 120 5093 a) EL. = 19.94 ~ � ---�•�— - —� ( IN F'EE1' Sheet Number M i NOTES: TP-WW-1 TP-WW-2 - __ TP-WW-4 < 1. PARCEL A=7.553 ACRES. INSPECTiDR J. HENDERSON 0.0 ' 30.0 0.0 ' 30.0 0.0 ' TPA WW-3 31.0 0.01 31.0 2. PROPERTY LINE AND STREAM LOCATION TAKEN FROM PLAN PROVIDED BY THE SOIL EVALUATOR D. DESMARAIS Q O p O TOWN OF BARNSTABLE D.P.W.ENGINEERING DIVISION SURVEY SECTION. g D Y TOWN ENTITLED"LEASE PLAN OF LAND IN BARSTABLE(WEST DATE: 6I9/200B 0.1 30.9 W 3. PLAN PROVIDE B all: BARNSTABLE DISTRICT)MA'PREPARED BY D.P.W. SURVEY SECTION DATED MAY PERC P11310 A A A A 11 2006 FILE NUMBER 04082ADJ.DGN. PLAN CREATES PARCEL A&PARCEL B SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM WHICH ARE SEPARATED BY LEASE LINES.THE LOT IS CURRENTLY LISTED AS LOT 2 ON ASSESSORS MAP 155.PLAN HAS NOT BEEN RECORDED IN THE BARNSTABLE , 10 YR 313 10 YR 313 10 YR 3/3 10 YR 313 COUNTY REGISTRY OF DEEDS.NO DEED OR CONVEYANCE HAS BEEN MADE WITH 0.5 29.5 0.4 8 29.6 0.3 30.7 0.3 B 30.8 to REFERENCE TO THIS PLAN. B SECTION.VERTICAL DATUM IN B 4. BENCHMARK ALSO PROVIDED BY TOWN SURVEY V C SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM •p NGVD 1929. 10 YR 4AS 10 YR 4i6 5. TOPOGRAPHIC SURVEY PERFORMED BY HORSLEY WITTEN GROUP MARCH 2O06. 2.0 ' 10 YR d� 28.0 1.8 ' 28.2 1.9 ' 10 YR 4 29.1 1.8 29.2 f C C w evw_3 evw-1 BVW-2 LOAMY SAND 1 D YR 5� -, ' -•>�- • '"' I -IA LOAMY SA D Bvw-4 '\ B 4.1 DEPTH OF N - PERC 10 YR 5AR M SAND v / IB-18 10 YR 7)2 M SAND C <2 MINANCH 2.7 27.3 4.5'DEPTH OF 10 YR lr1 CL PERC � " 18-1E I8-IF 7 S 22.8 PERC m BVw-a r�� �/ \\ \, '• Ie-1c 18-10 z �� / ,�6 \ /"`• \__..- PERC RATE evw-a` 01 Bvw-7 ,� �,��1� 49 �'` �,, ���� 1 -1G 18-a M SAND � � • '/. iA \ 8 ,� M SO!ND 10.3 20.8 18-5 10 YR 7t1 10 YR 7/2 NO GROUNDWATER/MOTTLES m LOT 009-001 \ ` �i 10.7 ' 20.3 : e 144P 155 \ \ 4 \ 10.2 19.8 P \18-4 10.3 19.7 NO GROUNDWATERIM07TLES H - N/F 8vw-9 \\ `� �. \\ �� \ NO GROUNDWATERIMOTMES NO GROUNDWATER(MOMES OSuTN \\\ �� ����... .... �'c=l -�►----------24-"' N 18-3 m • " •C \\ YAK' .155 LOT 003-001 to 00 �\ BVW-10 \\ \\ \\ � pb ��\ \��- - ------- \ \ OBSE:�/ATION WELLS MONITORING WELLS _-\ \ ♦ 1 13vw-11 \ 1 1 `\ ` 1 / TP-ww-2 \ '+ MONITORING \ 1 1 � I _ � Qi WELL 1 1 �30.. r 3 �� W \ r r r �, 1 1 \ 1 \ �i \ - - l _ Tt� 4 TP vini► 1 E 8vw 12 \ \ t t � � � 30 l r JT w i 1 \ 50 \ \ 1 a ♦ 2 l \ -- BVW 13 \ _.� ti I I I � � � J � l - ✓ o \ .01 / \ \ Q t � � \ � YAP 155 LOT 40 aT 4 $ { \ \ \ N/F' r ` . i \ I I TOWN OF BARN5TA&1: � 0 ♦ � I t'� \ / 1� 'tea v BVW-14 ` \ \ \ \ _ 0 1 ( \ \ \ \ YAP 155 LOT 002 tL `• 1 \ \ \ \ j N/F � � Fw . \ \ \ �� . ._a.� I k-6 T01IN OF ,BAF.NSTABLS � r� 1 % \ PARCEL A \ \ \ I � qW rA Q a�' t ♦ ` ` \ \ \ i o BVW-15 1 \ 0 \ 1 \ ' \ • . A-2 .• . 1 A-3 ` \ DIAMOND w 10 MAP 155 LOT 47 •. ` ` + I MONIroRI I wEll`\ \ORINGl �� y0�, �. 2,,r / N BVW-17` �`�..+ I WELL ` (� \ \ \ ./' 3 ,/ p JaLL R & s2 11 \ I \0j, I TP-SW-2 / GAS v C \ `\ ` \\ \ \ ` -- +MONITORING i / -� L I' \ \ WELL ��a / �S .. IT 1 \ \ 1 ,� bol .• .. o, IDWAETER I \ 48 ►.. / �2 `\ `I 1 TREE \ �\ PARC B " ,' .�'��tNOFA%&, l TPSW3 Gr I r. �.T �S / sToN� \ i - g N7.35.311 f c . o °s . N NNUr1G.WALL _ -lI- �? `� I / I 6Q00' i o� DANIEL W; N BVW-21 \�' -' -- Y b`\ ?8 \ / MACKENZIE `� TP-SW-1 \ *MONt�ORING / r / EN • s� No.47187 I 1 moo, 9 a . co .. 1 \ \ I l t / BUILDIWG y ♦ Fs, ��isrE�` P \ I EXISTING WELL ��►�°NAt L ANDGAS C / \i9a -22 - GAS N _ / \-EXISTING , th 1-"` \�, 1 \\ `\ \ \ CESSPOOL rA �-\23 N607W' ' tEuio 13411w BVW-24 Id G-� 164 *�, X *-L-J* IL 02 2 102 ---- ""r 90.60 S74'7.3'47"W ` o _ `- . ` \ ,� -~ CONTROL Z61.60' °T° g � oMMo M C > EXISTING CULVERT CONTROL EX. C8 •�: T �, MEETINGHOUSE WA Y N - :M.oz EL - 19.94 ROUTE 149 � o -10t3 w BVW-1Q9 1 . - . . _ . . ,BI-107 ( -- � .� BVW-105 Registration: .tN OF BVW-104 FAT a BVW-103 ' Z� , 8VW-102 8 �E a A CML o.4224 evw-101 oD _ 00-100 GRAPHIC SC �� roN 105 40 0 20 40 so 160 uO 08 sm umber 0 ,o ( rx I •r ) 5093 m Sheet Number. i.. 3 of 11 N I