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0055 CRYSTAL RIDGE ROAD - Health
55 Crystal Ridge N�aD Cotuit A- 056-0.02.=016 -- -- - - —- i No. /� - 1• —r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Replication for �h6po!6a[ �&pgtem Congtructton Vertu Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑ Complete System Individual Components Location Address or Lot No. C � Owner's Name,Address,and Tel.No. S �C�' S Assessor's Map/Parcel U Installer's Name,Address,and Tel.No. fQ N I/,<ar Designer's Name,Address and Tel.No. Type of Building: _ _ Dwelling No.of Bedrooms Lot Size yy S 7�. �sq. ft. Garbage Grinder ( ) Other . Type of Buildin No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow(min.required) (p gpd Design flow provided gpd Plan Date to X& a - d Number of sheets / Revision Date 7ZZ 7 P Title Size of Septic Tank L' f,✓ Irey Type of S.A.S. ow Description of Soil Nature of Repairs or Alterations(Answer hen pli a le) W r)f Ge, 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 the Environme I de and not to place the system in operation until a Certificate of Compliance has been issued by this Board o Ith. Signed _ �D e Application Approved by ��� ✓ �'I�Jate" g Application Disapproved by: Date for the following reasons Permit No. Date Issued �� d /No. r ��._..._ .,.......� '�--_._... 1 Fee "41 THE COMMONWEALTH OF MASSACHUSETTS,a/ 'Entered in computer: _�— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS- Yes ` RppttcattOrtf for t.5 ogat �pgtem �tCon5tructtou Vermtt - ` Application for a Permit to Construct O Repair O Upgrade O Abandon. Complete System [4 Individual Components r " Location Address or L'ot No. r % Ip° Owner's Name,Address,and Tel.No. Assessor's Map/Parcel C v��TcooIM��" "5- d Installer's Name,Address,and Tel.No. f('vi lj.'CA.+ ;iG( D-esligner's Name,Address and Tel.No. roya, e'E e le,�r�•c Type of Building: _ Dwelling No. of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) w u Other Type of Buildin No.of Persons Showers( ) Cafeteria(. Other Fixtures i Design Flow(min.required) gpd Design flow provided (_2 gpd Plan Date )ti we -'G� Number of sheets / Revision Date 7//7 G 9 "'Title / Size of Septic Tank VC,h.� IS'?V Type of S.A.SAZ �/w CY','/� d�{,� Description of Soil / j ` f Nature of of Repairs or Alters i ns(Answer w,hen/.rappl/ica le) /ice' w /.Ste/ 7/�a G( 14 eIV Y 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 the Environment I ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. / ` l C Signed -,/ a n Date Application Approved by fi �" ✓3�rC1De Application Disapproved by: Date for the following reasons a Permit No., - Date Issued c� y COMMONWEALTH OF MASSACHUSETTS y BARNSTABLE, MASSACHUSETTS Certificate of CoMpttance THIS IS TO CER IFY,tha he On-site'Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned(n)by I l l g I at 55 1. T- 1 II •4c'o has/been constructed in accordance with the provisions of Titl 5 and the for Disposal System Construction Permit No. dated Installer t `> fi Designer vJ h Crtt .n� #bedrooms Approved design flow �� �„ d gpd The issuance of this permit shall not be construed as a guarantee that the system wifl`f mctioj'n as designed. �I Date d�U Inspector �� aA—or '...•. �.-^as aSao`smm a>�se�$.®m No. "°" 3/ Feed THE COMMONWEALTH OF MASSACHUSE T TS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS - 1t!5po.5a1 4p5t m Con5tructton Permit. Permission is hereby granted to Construct ( ) Repair,(1\ )�UpgradetAlandon'- �) System located at 7 C_. 6� IJ ' © C, 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: Construct.on must b completed within three years of the date of this permit. Date eJ� Appro L d by � v _ 3 � r . I Town of Barnstable °pIME r°y� Growth Management Department Patricia Daley, Interim Director BARN LE, * 200 Main Street,Hyannis,Massachusetts 02601 MASS. g Tel: (508)862-4703 Fax: (508) 862-4983 www.town.barnstable.ma.us 1639. ♦0 ArFD MAC A PLANNING BOARD AGENDA FOR MAY 12, 2008 6:00 PM Continued Public Hearing on the Local Comprehensive Plan Review Section 1 and 6 comments 7:00 PM Call Meeting to Order EXECUTIVE SESSION OF THE PLANNING BOARD INFORMAL DISCUSSIONS • Zoning District boundary change concept for Map 274, Parcel 040 001 off Attucks Lane, John Kenney, Tarkinow Group. • Proposed amendments to Regulatory Agreement for 89 Lewis Bay Road and 42 South Street, David Lawler for the Greenery. • Regulatory Agreement for 35 lyannough Road, David Lawler for Guaranteed Fresh Produce. • Discussion regarding road construction covenants for Pilots Way - Level of construction and storm water management or surety required for covenant release - Attys. Butler and Cox APPROVAL NOT REQUIRED PLANS HASEOTES "Compiled Plan of Land for 293 Long Beach Road, Centerville, MA", prepared for Byron & Joyce Haseotes, dated April 21, 2008, scale 1"= 20'; prepared by P. M. P. Associates, LLC, Bridgewater, MA, Assessor's Map 185, Parcel 034. Zoning: Residence D, RPOD. Clocked with the Clerk April 29, 2008 + 21 days = May 20, 2008. ,VARGA "Plan of Land in Barnstable (Cotuit), MA to be Filed in Land Court", prepared for William J. & Kimberly A. Varga, dated May 5, 2008, scale 1 30'; prepared by Down Cape Engineering, Inc., Yarmouthport, MA, Assessor's Map 056, Parcel 2-16. Zoning Residence F, RPOD. Clocked with the Clerk May 5, 2008 + 21 days = May 26, 2008. 7:00 P.M. PUBLIC HEARING - Modification of Subdivision # 767 To all persons deemed interested in the Planning Board acting under Chapter 41, Sections 81A, through 81GG, and all amendments thereto of the General Laws of the Commonwealth of Massachusetts; and the Town of Barnstable Subdivision Pules and Regulations, you are hereby notified of a Public Hearing to consider the Modification of Definitive Subdivision Plan #767 entitled "Bonnie Hinckley, Subdivision Plan'of Land in (West Barnstable) Barnstable, MA prepared for Penelope Hinckley", dated March 20, 2000, with modifications to said subdivision endorsed July 11, 2005. The Plan Modification is entitled, "Modification of Definitive Subdivision Plan in (West) e General Laws Of a ssa c hus etts F-_ _.�..._... ....... te�LwGso To: Next Section Previous Section PART I. ADMINISTRATION OF THE GOVERNMENT Chapter Table of Contents MGL Search Page General Court Home TITLE VII. CITIES, TOWNS AND DISTRICTS Mass.go CHAPTER 41. OFFICERS AND EMPLOYEES OF CITIES, TOWNS AND DISTRICTS SUBDIVISION CONTROL Chapter 41: Section 81P. Approval of plans not subject to control law; procedure Section 81P. Any person wishing to cause to be recorded a plan of land situated in a city or town in which the subdivision control law is in effect, who believes that his plan does not require approval under the subdivision control law, may submit his plan to the planning board of such city or town in the manner prescribed in section eighty-one T, and, if the board finds that the plan does not require such approval, it shall forthwith, without a public hearing, endorse thereon or cause to be endorsed thereon by a person authorized by it the words "approval under the subdivision control law not required"or words of similar import with appropriate name or names signed thereto, and such endorsement shall be conclusive on all persons. Such endorsement shall not be withheld unless such plan shows a subdivision. If the board shall determine that in its opinion the plan requires approval, it shall within twenty-one days of such submittal, give written notice of its determination to the clerk of the city or town and the person submitting the plan, and such person may submit his plan for approval as provided by law and the rules and regulations of the board, or he may appeal from the determination of the board in the manner provided in section eighty-one BB. If the board fails to act upon a plan submitted under this section or fails to notify the clerk of the city or town and the person submitting the plan of its action within twenty-one days after its submission, it shall be deemed to have determined that approval under the subdivision control law is not required, and it shall forthwith make such endorsement on said plan, and on its failure to do so forthwith the city or town clerk shall issue a certificate to the same effect. The plan bearing such endorsement or the plan and such certificate, as the case may be, shall be delivered by the planning board, or in case of the certificate,by the city or town clerk, to the person submitting such plan. The planning board of a city or town which has authorized any person, other than a majority of the board, to endorse on a plan the approval of the board or to make any other certificate under the subdivision control law, shall transmit a written statement to the register of deeds and the recorder of the land court, signed by a majority of the board, giving the name of the person so authorized. The endorsement under this section may include a statement of the reason approval is not required. FROM :down cape engineering inc FAX NO. :15083629880 Nov. 24 2009 02:08PM P1 Ct.(()W F11�. u .� a i'.,1I11'A2 fi l(. -Sep - Regulatory S'ervAces if)fnaplrullio. F. Geo eir, ��Di r-a:a�tm L#A,RNCrARi.1R, HAS& gn 11' 1d)lfc Ha~•QIr.JI1..11ll Division ��•l��a�� 'li.'gn oypnn:�s I�JL�cll�o?:�au�,.�ull-aa:.4no� 7,00 iMl.kmimi.street,11yaamilds,l`A 02601 (.}fliro: 508-862-�6*1 I.-ux.: 508-790-6304 1(o�mhaall)s;n• air. II:De;;jl�7t11�'R'�'�itQil�a.aa0.naa¢a IF'6eu'u4a ScWag e Permn>ttt a0 9` Ati%es%or`m Maag-bT arreell Q Add,rcss: 9 Ha Address: rrl 0 01.1 �z "/ was issued.a.Permit to install a ( a.e) (installer) septic system at�� crfa,/ �il . eto based a design drawn. by _ �. address) Irail o G�.� dared si mer) i ceitiiy that the septic system referenced ,above was installed substantially according too the. design, which may include minor, approved changes sucsh as lateral relo�catio.v. of the distribution bc�x sand/oar septic tank. I certify that the Septie system referenced above Was in talled with major changes (i.e. greater. I:hali. 1.0' 4iteral. relocation of the SAS or any ve;ttica.l relocation of any C01:rip(nn.l ac of the septic system) but in accordance with `3tatc dui. Local Regala[ioi-.is. Plan, revi.sio.0 or ccTiil.ied��5-h'uilt by cicsi"* fnllow. n g° DANIEL,A. !�(4, -' t�,il:].tl]1•e� eC O,JAI..A V CIVIL. rNo.465o2 69 / .. e;t;igikc;T s 'S'. turc) (n{:I'ix'r)e5i}n�er >; Sl�a.7:tZp Ilerc':) _g. ASi ]RETU@2Td_ TO BART-4STATDL.E„ T'UTh- ,11C AIIA;AJL'&U �DIV➢.S.0N..... CERTIFICATE OF ti:.6'�l TIJANCE l�TTJ, NOT BE T:,,T7ED TJ1�T':R'49., 1$ly'.l'JLIt 't'l-RI s F( R: M_AiND AS.-BUILT CAR]) AIRS 'RECTUNT D P1Y T�T9ARNSTAB LE PTJT.,TC;F.IiIA1;11A DIVISION. THANK YOU --- Q:.l'[ca.lth/Scptic/L)csigncr Ccrtifration Form 3-26•U4.doc ' Barnstable, MA to be Filled in the Land Court", prepared for Bonnie Hinckley, dated March 20, 2000, revised February 8, 2008 and prepared by Down Cape Engineering, Inc., Yarmouthport, MA. Land shown on the plan is located off Bonnie's Way, and is shown on Assessors Map 157, Parcel 004. The purpose of the plan is to shorten the road and reconfigure the lots of the previously-approved Subdivision #767 Plan. CONTINUED JOINT PUBLIC HEARING/SCENIC ROAD ACT, SHADE TREE, MGL Ch37- Tree Removal DPW Enciineerinq Division/Charles Genatossio, Tree Warden- School Street, Cotuit (Continued from 2/25/08, 3/24/08 and 4/28/08) Full Board Continued Public Hearing in accordance with MGL Ch 40, Section 15C, De§ignation and Improvement of Scenic Roads, and Article XLI, of the General Ordinances of the Town of Barnstable, Scenic Roads, regarding the removal of seventeen (17) trees within the layout of the designated scenic road identified as School Street. hearing by the Tree Warden under MGL Ch. 87, Shade Trees will be held simultaneously. The focus area involves roadway reconstruction on School Street, Cotuit, MA. Included in the project is the construction of a 5-foot wide sidewalk along the corridor of School Street. The trees proposed to be removed are adjacent to the following parcels on School Street, Cotuit, MA: Map 020, Parcels 115/003, 058/001, 058/004, 0-8/003, 058/002, 135, 111, 037 and 038. Map 035, Parcels 020, 022 and 013. Ths`applicant is the Engineering Division of DPW, Town of Barnstable. OTHER BUSINESS Acceptance of minutes of February 25, 2008 Regulatory Agreement Process COMMITTEE REPORTS CORRESPONDENCE RECEIVED Letter of appreciation from Richard P. Ossen, Barnstable Association for Recreational Shellfishing. Letter of thanks from A. Roy Folgelgren. FUTURE MEETINGS Regularly scheduled meetings June 9 & 23 and July 14, 2008. (V TOW 1V Or B RN 3TJALE�J LOCATION SEWAGE�C� M VILLAGE ASSESSOR'S MAP&PARCEL QSJ-UU) -016 KI INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) a+w (size) �1 NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: a� Separation Distance etween 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 f cility Feet FURNISHED BY 's ursn s b•13 Town of Barnstable P# Zia Department of Regulatory Services . ; auwsrestE, Public Health Division Date rb� ,e� 200 Main Street,Hyannis MA 02601 7 prFO MA'S� /a� D� ' Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Dis osal Performed By: Witnessed By: �v _._._. . . LOCATION&.GENERAL INFORMATION,_ _ Location Address �'—� ✓ e Owner's Name VI a Address 11 Assessor's Map/Parcel: �} � '�b Engineer's Name Vn/ Lo�i7 P NEW CONSTRUCTION' --- } REPAIR Telephone# A1 Land Use Slopes(%) Surface Stones _ >3d� ft Drinking Distances from: Open Water Body 0 0 ft Possible Wet.Area g Water Well Drainage Way ft Property Line ft Other ft . of lot exact locations of test holes& erc tests,locate wetlands tin proximit`-to holes) SKETCH.(Street name,dimensions p Y:, �t 6 f r _ _ Parent material(geologic) / w Depth to Bedrock >" Depth to Groundwater: Standing Water in Hole: t e" ' \ Weeping from Pit Face ° Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: __ in, Depth to soil Mottles:_ �; in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level. Adl.factor .sue Adj.(lroundwater level PERCOLATION TEST Date Thne. -- Observation Hole# Time at 4" ._ e Depth of Perc 1� Time at G" y Start Pre-soak Time @ _ Time(9"-0) End Pre-soak, ` t r Rate Min./Inch Site Suitability Assessment: Site Passed Si(epFailed: r 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 first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC �i DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,,Boulders. Co istenc .M. ravel L6 ro ,� f4 "Oeo 7 3 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottlingm y (Structure,Stones,Boulders. l G 1 Consis ency.%Gra el Y4t d W t3 DEEP OBSERVATION HOLE LOG Hole# Pk rT jv Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsi ten c Flood Insurance Rate Mae: Above 500 year flood boundary No Yes _ Within 500 year boundary No Yes Within 100 year flood boundary No Z Yes _ -. Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout areaproposed g t the for the soil absor lions stem? iP Y A/ If not,what is the depth of naturally occurring pervious material?—AZ4 Certification ^' x- i certify th t o (yj_V � - . .a-„n � rdatej 1 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 reyuir in ,expertise and experience described in 310 CMR 15.017. Signatures Date Zy�� Q:VSBPTIC%PERCFORM.DOC TOWN BARNST LE r ! SEWAGE#� . ... z-kA VII,I.AGE. a2 / -, _ ASSESSOR'S MAP & LOT t INSTALLER'S NAME&PHONE NO. . ... _ . . .._ SEPTIC TANK CAPACITY LEACHING FACILITY: Vpe) (size) l Z Z V® NO.OF BEDROOMS BUILDER OR OWNER �51 F F PERMTTDATE: 7 —Y& COMPLIANCE DATE: 13 o Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) f� Feet Furnished by fy ��1 V 1 � � � T -who s�—(P No. g cir Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppItration for 33i!5po!5a1 bpgtem COtt.5truaton Verrfltt Application is hereby made for a Permit to Construct(L)or Repair( )an On-site Sewage Disposal System at: Location Address or of No./� � � Owner's Name,Address and Tel.No. ' - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ��� 6 S be4jo Type of Building: �,/ Dwelling No.of Bedrooms / Garbage Grinder(i✓f�J Other Type of Buildingl No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons perday. Calculated daily flow L_� � 6 gallons. Plan Date Co < A(D N tuber of s et s Revision Date Title A Lea 13 Description of Soil a4,Ae,4 Nature of Repairs or Alterations(Answer when applicable) 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 provis' ns o Title 5 of the Environmental C de and not to place the system in operation until a Certifi- cate of Compliance has bee is ued this B daof Health. Signed Date 00, Application Approved 27 -- �l Application Disapproved for th following reasons Permit No. Date Issued „y,... rJB.:d�r�, r - ..t' { .. . + .'_ )�/I(.�L�//�j✓� y, (/O /+ a O ,� ..� ..y. .lr-. � .-w.r. /'',. '4�.` �t+Y�+,-.."_'R..+.^r'^` No. p�g '.. ..� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLEs MASSACHUSETTS 01ppYication for Mioogal *pgtern Congtruction Permit Application is hereby made for a Permit to Construct(V)or Repair( )an On-site Sewage Disposal System at: Location Address No.JLn a �• Owner's Name,Address and Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. LOa� . 36 YS7 Type of Building: ` Dwelling No.of Bedrooms 4-1Garbage Grinder VA� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //U gallons pe�day. Calculated daily flow gallons. Plan Date tr N mber of shoets / Revision Date Title a L G P a 7 3 y (3 Description of Soil aA J_e4 Nature of Repairs or Alterations(Answer when applicable) ( .. t Date last inspected:' 4 Agreement: ;.r The undersigned agrees to ensure the construction and in, of the afore described on-site sewage disposal system in accordance with the provis' ns o Title 5 of the Environmental C de and not to place the system in operation`' ntil a Certifi- ' cate of Compliance has bee is ued this B daof Health. //�.. Signed Date , Application Approved b _ Application Disapproved for th following reasons Permit No. 2Y6 - Date Issued �t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTHO,DIVISION - BARNSTABLE, MASSACHUSETTS Certificate-of Compliance . THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( Vil'or repaired/r'eplaced('. )on by 2)C Cd CO gJ ST• for E C 06. //VC, as 0 tAJ AZ” has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Use of this system is conditioned on compliance with the provisions set forth below: No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigogal *pgtem Congtruction Permit Permission is hereby granted to b F CO C Q/vS T. to construct( repair( )an On-site Sewage System located at 1-0 (- 91ME D , COM) /7 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. All construction must be completed within two years of the date below. Date: '!l' Approved by 10 1A • m It: N w ' NEn 2 A 6'-0• Q 6 O W O of Za a _ Ex511NG tx P�OAC• 3'-0' 19 LL BULA1'tAD �aIl.s GtDU' z C _ oli u NEWTNICK POUPEU CONCRETE FOUNDAAON WALL ON V.16COUTIN0005CUIC FOOTN NG U01TOM TO MOV tR05T L,Nt•10 MINOAUM MING CYMNF.v 1 Z m 0 e A6 t o I , r--, NEW32XtOGI r- , oxlsong 32x1091R O RT I COLU U+51 7 I12 VIA IAt • NN3.J exlsling � now D129 s24.12•CONC tOOTW-T t.� I I vl FULL BASEMENT CRAWL FINISHED - - SPACE I I '. y. 03 Z • - z cvnrntn 3 W 1n15T COV-1 I UP EXISTING FOUNDATION WALLS,FULL BASEMENTS - . FLOOR JOISTSABOVE TO REMAIN I••( I • , b r rrrrr New 3 12 DA LALLY COI IRAN ON E 30.30.12 CONC.00RNGTOh- 1 SMAREO PDM LOAU fKOM ABOVE I 51Tt AOIV51[xAC1 loll(DI - - - - I W5T 31r2 OIA wttrcauMNS 30'YAve Access DI 24.24 s 12•CONC tooTINC• TYP • TO NEIV CPAWI 5FACe 1 "•� .. I I - n , •• NEWTx1UFLOORJOISTS@16.OD �I S2 r I I , • �' exlstlnB I t2W 10 MCI,r YU y-M, POUR CONCRETE-CUNOATKIN FULL BASEMENT 1 WALL ON 10.20 CONIMUvt•5 e • now ' CONCRETE•OOTNG - UNFINISHED FULL BASEMENT I FAILEAUJU51rO&I0. na 9i NfW FOVNUM'ION:VV t Z UNFINISHED 10 NrGN TOP♦rADOM\w FnST O 4 CONCRETE STAB BOOR Oft G FAL F roll•VAPOR BAPJOFROVER t>U L J CIEANCOMYACT[OGRANUI1 B0.5C I -nASEWNT 1..004 LY >„ - • MST 2x10 FIOOR JOISTS®IS-OC � � EXISTING 2xT0 FEOOR.Im5T8@F8'OG � • • Y, r JO\wOf nCC[55-- � Ng O T01 BASEMEN- •;A (` I r— '�' J. KAVA 55 S I ' . * :O 1R:W CRrtVI FACC I - _1 AT WAU INT 2e4 FV,&AV t1pB b - 12 OC\tR .. _ • LA now ' � I - a, �' : CRAWL SPACE - g 2 CONCRETE fA15i COVEK. I I METAT VttN l g3 co• mICAt J E NEW B Tna POUKFD CONCPETC 1100 �p . FOUNOATION WALL 01t Belo D l' 0 CONTINVOU5CORC-OonWTOB O vA ly - —EXISTING FOUNDATION WALLS B CONCRETE SLAB ,: • o010NMILFUttOw•POSTINt IN EXISTING GARAGE TO REMAIN , '„ • O �p O z � f'-• mm • ca Q Q c `'* - _ IPNrot OV'IT�TING54/R GF[A WAv - .^ p0 N Z — O av�+ H LL . LU LL ED - - ~ o , 0- n FOUNDATION PLAN DATE 07116 r 2009 E { 114'=IcD. SCALE. AS NOTED DRAWING • Al ® 6 ,1 } I( t _ - m 'NEW ADDITION D)co O 9p _ G'_O' 3'_0• - ' LXiST 11 1:00.' - r,..ICI DULFHCAD OVtPJ,AfiG XQ Q U7 O U�j ft Z q < n s_ I z t - J o II � Dz o p I �..O N O a m a a s M o EXISTING xj LIVING j l u 1. - I I WINDOW&EXTERIOR DOOR SCHEDULE TK r ' STONE IANOWG!5TLY5 TO G1tnDE KEY ROUGH OPENING WxH ITEMp STYLE MATERIAL fX15TD7G/FNIARGED � _ 72 _ O 4'-23/4'x3'-53/4' 2.2541 pEl1A pK0UNE CA$EIdENfWWDOW WNITEALUNINUMCtAD - FAMILY ROOM 5 ' --10 DiA DORIC 5TRUCTURAL COLUMNS - 9 I- r O 6'-3314=%4$3/4' 3.2553 PELW PROUNE CASFMFNTWINODW WHITE ALUpxNUMCAD © 3'-03/4'%6'-10" 3662 PELLA DE SIGNER IN-SWING FRENCH DOOR WNITEALUMINUMCAD q• M 6._D.x6._10. j S IK c O 7252 PEIlA DESIGNER W-SWWG FRENCH DOOR WHITE ALUMINUM GAD NOTE ALLPROUNEDHMMMVSTONAWWILLES-DETUE THE-GLASSBSIMULATEODMOEDLIGHTMUNTWPATTEFW - 6 F I _ - mz FX15TING FOYER 31 I I N INTERIOR DOOR/WINDOW SCHEDULE GK I Op 1'-D• I 10'-O' SO110 CORNER(BUILT-UP) . KEY ROUGH OPENING W x H SRE STYLE MATERIAL foe . T,-,�__ 7Lp 12 FtnLCTOPLa7E o 2 32X63 2'-6'x6'$' LEFT NAND SWING DOOR-BPANEL SOLID CAGE Mee0MTE Ud t1EADE1L UoJ . © 32'x BY' - (2)/0'4 Y7 iNLYL 2'-6°%6'-6" 7G LIGHT INTERIOR iRENf?IODOft WOOD GLASS _ ® O I NEW 12)I OMxT N LVL W/P 112x?IA O I Q7 36'%03' 3'•D'x&-6' 16 LIGHT INTERIORMENCHD00R WOODFGvsS I OFFICE O8 74'X63'. 6'-0"%6'•B' 75lIGHT INTERIOR D0L FRENCH 000q WOOD/GLASS ` EXISTING 6'-31/2' RCMOVE FOST WAL15 COVERED DOOR54 MNDOW5 Z PORCH 2K A5 SHOWN S2 . - < I A6 .. - - NEW W a . - - - PANTRY 0 wa.ao STL.w •Y 1 I S 12 H O O „ m I Y to ? DINING ------� w I �I ®® L 2 sg o 3 ®® - Z O y_ r NEW y NEWo O fSiS PANT Rr m I O ,KITCHEN i '2K n aaa z --- 3'-G' PFF OVFNS —J _ C rµI Tr TT' z 1 - - - I(••I_L�NEW'1-1-� =6' r ai NFW ^_ . LAUNDRY r r I CLOSET .. Q T- +a-7 I a) • w - , - COUNTER W r • _ ® h (6 t9 t i CL EX15TM m 0 01 GARAGE x Z • - - t r .. a-0= mlu �. NEW ADDITION g z a Goa O 41 LL a LL - - • � r - 0 REQUIRED F7Et0NANN0 _- _. _ _ � � � �^ . uMM WFCM IIC'B' 'p V FLVVLJ REQUIRED EDGE NAKING .Q TA u- Oxaa,WFCM7f0'B' . J NK - KIND STUD REQUIREMENTS®OPENINGS ETYP) - -_l IU c tL F r - - DATE 07/16/2005 - FIRST FLOOR PLAN == DEMOUT ON ' e1T5TWG WAILS SCALE: AS NOTED 1/4"=I.-U,. - - • .. - - NEWwAtlS - DRAWINGaY: ' ,/ .y A2 m 6 m N t m� 0 NEW ADDITION m Q z m >- m . axex O w o z R - • Qau 41 EX151ING I $1 r Z BATH BEDROOM I A s 1 N a a ' t HEN• �� I I i OFFICE c j a Q .. - EXLST9:G I Z BEDROOM _o - _ Z O Irk ------- I E W I o $2 i •. � - I EXISTING - r , it BATH w p x I I bi ` 1 1 z Z I 11 O v, uj ROOF DECK 1 �• . I CO - • • - --------------- I ,f - - I U) - • • a - !•1 . - •. REMOVE EX5TING TRI>'LE CA5EMENE WINDOIY © .•. _ •�. _ - - t iN5TAtt NEW G'O'a BIO FRENCH DR EX15TING OFFICE . EXI5LNG --- - - --- o ~ MASTER BEDROOM NEW _j _ m W - ROOF 1 - W[ a LI- . - OVte EXIS•vG GA�NiE - - `� a ------- - - , a � 0 o F S3 " _ UtMOUTWN SECOND FLOOR PLAN EVST NG WA IS DATE' 0711612DO9 1�4"=I•-0• NEW WAU5 _ 4 $GALE• AS NOTED DRAWWNG#,. A3 © 6, N 0 y O _Z x o / d`ae 10 I o` Q N TO 0 / CORTMUOU5 ROOP RIDGE VENT iIPICAL @ ROOF DECK 4z4 PT TOMS CASED IN Iz55 / ASPMALT KOOP SHINGLES E MNIED WOOD CAP/2.2 BN USTPR5 - ------- (y/ - - ® --- --- - --- _ T, FASCI BOARD O6'OC V!!TOP{oDRa.1 RNLS I I.6FASCIA BOARD QY - 9'ROOF OVERMWG OVER E / / Iz S MEZe BD.OR MATCM U15T •T EXISTPG GARAGE a I N - •0 1 j_ In m5iWG5E NDFIP• — --�-- 1.3 RARE iIpM OH I 'VI —"'I I.6 RARE OD - .�---. EXISTING HOUSE 1 _— 11-ii�tt EXISTING HOUSE QQ F-----T 7'I1TIL" - t'------� - --- Q. I I --- -- MCW WWDOW MDR IN. EXISTING GARAGE L N[W PEUA DESIGNER _{{1--(Ir-- —_ -- I E ® _ m FMI rl CASEMENT V A✓ODWS '1 Y' —{_ _— - �` Wf 1.4 CASING -Y-1-- l I OR MATCH EXIST 1 _— HI q I. __ O 10'DIA DOMCCOIUAYS _ __.. _I___ _ {r�-1 1 I „ • I _ MSTll I.IFL_t 1 rd ULM .FN 4fwsTFEoae T_—_ _l_I•- — I I .INS CORNCK BD9 i 1 . WMOC CEDAR 9MMG115' STONE IO GRAVE b QFXPOSLAIE TO MATCH EMSTWG STEPS TO GRAVE NWR CEDAR 51'Il.R;IES ADDITIONTO O EXPOSURE TO MATCH EX�9TRIG NEW ADDITION ADDITION 70 KITCHEN FAMILYRM _ RIGHT SIDE ELEVATION LEFT SIDE ELEVATION ua•=1a lia•=ra• EA . Z p Ix Mlm lag RAR[TRINE al —r L1,. - M _— c - ® ��.. I.0 RARC BD - - 7"IITI-L-_ ASPHALT ROOF SHWGLLS d - Q f OR MATOIew __ _ TO MTCM MIT MG N (D d � _ 1-—" OD.STIMG SECOND FIOOR - - C CL D r r.: _ 19 118 6*ROOOA BOARD ON .. D O • — -_-_�T'rr- _�-fir—. - - Il lrv- -- 1.6R�e ewcAMN AOTO MY � � � 0 K O ?7rlSl,� ® - '1. -- — 1LIL= ® E _tf uL�_ - Ir•'1•' - ¢ ~REU5C EMSTWG C Q Z 1.Q5 CORNER DDS—� - _ — ___— --_. _ _ - _ _ _ _Y SUDINGOOORS •�y s 10-DIA DORTCCIDWbW5FM •�-��� LF G15TING FlRST fLOOR -- — W WMIL CEDAR 5MMGLt5 L•V.STEPS TO GRAOC Ml MIA DMONDE NLVV Fl:LLA DESIGNER STaIE W1GNG t fY G DNOSURC TOIU.LU'[`•._'.v CASOADRWINDONS r- CASENSNT WINDOW" . STOPS TO GRAD[ 0_ F BOTED OUf TO MATO.Cw5T CH l.a "NG OR MATCEI GIST MUD RM.ADDITKkI ADDITION TO KITCHEN ADDITION TO FAMILY ROOM DATE 07•T6 T 2DO9 r ' f SCALE AS NOTED . REAR ELEVATION. DRAWING A4 ® 6 N In N z m� O cqqv a tOW Q_2 m O;!) O Z a x_ Jw O. a U I U" a Wom �./ F¢ O � U = 0 WHU Wbls A•tA _ COPITR'EO•IA5txA: _ RODE DECx exlBllllg- OVER I!211](1: rrJ.iI+JF exisllrlg - 2.0 ROOT BCA J5T5 A 1 WO C Wl 2.•1 � BEDROOM c - �� BEDROOM a - SLEEFUt5 CVI TD 5I DYE AWAY tROM I.OU51 �1 ' 2.B YOCN PA TDS IV 16 O C• 2.6•i 9'16 O C--, O Wl 12'CDIr PIT\YD ^I RUBBER NDOtING - -- It%I/2 CUx ITSWU 51•NTrING� 2/2'I•rUF' \• - .. 12N REVERSE CUT SIECYrJLSMI•fXGJNG OVER IASY!'M NOQ SYWGC$ t^ I, NEW' 6 CMIRIG)06's \!S F EASING SECOND PIOOR 0160C%W NJGI IN51 Bit 301 - Ell i:nlG St�CnlU tIL101; _ .'I•' _t..i-. •/ _ __ a AIUiNHMA GUriERS ON .a CIA NCiV W%Nl10W YDR III nevi Yreaia STEEL erA 312XIO DHR t RBM,MIU —PST WAI!%S STEEL eEAMl MNI A LBAMIWr f. � tF15T WAl1Ai00' 10 VIA fXAI COI NJN 3.0' STEEL BEAM,RBUIBnmo • L Z EAST UEAPJNGWAIL S:I:UCTUIW t? jy enlarged I new _ Rtt15tt*ST 5101r. - L Doo s ro[m enla ged NEW YEtU CnStN.EMA KITCHEN OFFICE d 5 o-1 N51RATIOU FAMILY RM d ❑ RI WINDOW —' N I2 YI11VD I'O�[IVRAYI NEW 2.10 ROOF.Jp5T5 tVritt CEDAR 5!%NGtE$ •R'dC.IC a vT MEW h65NUlYALL W/ 0I6'OC IN `� HEW 2'IOt10OP•MST5 - +{ 2lPL�YD Y wOU NSE 1 MOK 3/•i'TI G P"W"5UB.`IR m 4)16 0 C aY ...; :IIio . WHlTE CCDAR SHMGI[5 ALIGN EAST®HEW.IOOP. l/-1_GYI ILVU 5U6'IV ' • LAST MEW FR5T IIOON NIGN W'T 4,RTY'ICIOV `TEES-O CFADE - IYE •.-. 6'/BGI 115UTAT.Ow EAST W2.1069F neW I'2'6'Ail HAT[:V,�D r AI\'N:CI'CI• ' E PT 2.G SILL PLATE W/5/D'GALV ANLT:CN 1•= tCOIUENI$ , tl CRAWL IKx._•IareA. 'OC 6 i2 Iw1 BOLTS®3S'OC 4V-12'FROM qJ-lll- - .. - - rPI O•WA;ES Ua i.,•lal Rr.:t - ENDOFPLATCS USCSlS•�IM'RATC , I SPACE ;FTtyPS BOIT FAXI JI:'.SCIG'.ell r WA51tEIL5,BOtt ENSENIMENT 1AN 7 .F.• new DxlStlng T�1•"F'!'r MAI 10'Tr xe0 iA rtGH FULL BASEMENT FULL BASEMENT - .M.6 TrKn PDUNED erum'tTe rnY!EMU - POURED[ONCREi[FOVNDATION - 'OUNDAT10.1 WALLOHD•16 BNI611ng - IYALL ON 1OS20 COMTItB10U5 UNFINISHED - FINISHED miTINUOUS CCVIC[DOTING CON&M roOONG BOTTOM TO BELOW FR05T 1INt FULL BASEMEN NOTE 40 WIBMUM 517E ADJUST MGHT Or HOY FOLIHIMTON WALL 6 O' TO ALIGN TOP 1 BOTTOM W/EAST '2'r--- - I A CONCRETE SLAB BOOR ON 6 NO NEW ADDITION EXIST.HOUSE POLY VAPOR GAMER OVER - u11ANCDMPACtED GRANULAR BASE ►. - A NEWADEMION _ EXIST HOUSE 0 S2 SECTION THRU NEW KITCHEN&ROOF DECK " S1 SECTION THRU FAMILY RM. ADDITION z -- A 6 1t4•=r-a' _ 0 A 6 va'=1 I rc NEW PEILA•Mu-acr OOpt iHEA15T CSIWIT SANDRYIOG:,Wt • ,. - • Bid n ti 12 -- ' W . 2Ot10RIDGEBD F t NEW 2.6 ROCI, MPX51.7 16 0C W7112 CM M;N SYtATt'ING !!�\•, - rti -. 1511E VIMTAN t.2 POP"AA'-G) ._ - N IASR•A{i R00.`5MW4t5 _ i!/ \ L NEW - r 2d/1YYV IOC•.:T". 1-r'C R A.BSDNrzSRaRERroRTs ROOF DECK - W,II21.O•••A I!^,M41rM VA: ' 3 . 1. HUI'IATFJ TO SNDS ! ! ,2Hw212-1°E"P•'C:?It'•%Vi f/I.Em.1,V U. yy C � w IM IN EAST 2w.IR �/ AAtA Dr GAt'AG! __ t•::BY 5 t'-11'107 FD Ocu 'WSIIGG Ci4116 ld5T510¢IAwY -- 1 ir _ wrr._2.gXV=1 9S,Po • • o � n t IIU' JOS•StDACT"D•5' , d t YZ•.xY i. C pppp - µ Gi Or1i wSAG[^•[ir::GWA.1 Art `' �.V .J z L 2 j r1 U .. i EXISTING NEW NEW NEW GARAGE .�` LAUNDRY HALL KITCHEN "` c _ Lu ✓! 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'1"UF77 CIyT Y Df�9� t ILo -O J o.G. I2"NAL.x G• v!A.�U,Vi t2 PJAPTFP>C7,2 ILO-O•L _- t ' P-)0C.)I-- {-- 1"7 /I I11. iIt J\7 � {--'44 A(` nnp --- -e THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) MAC DATA \ J- �( r .... ... . . ,. ........... 0 IiATE,: -� -.!'� ",'..«✓'`'� I �4.1 I ��',,\ , <^,`� .,•tom „.....,.,,..,",....�..,�h —�,` d.,.,..,..,.....« o _— I _,' ` I J:..�•��,';�/�✓�.�,J t_.-tom--- =•�'J "s`"::,��,,'/.:d6 I c_."�,.,::J/._/ •'// � �.�.«.� , t , ' 1 : t I,--�%' "\ Imo`}��,_-....--- _ i �\\'_ \ �,•..!{ � � � , r t z . t I'd 1 , D f?S Y ICp N D A TA I)A11,), T 1,0w: (yj I11)101S. \ I I c;I,D - `,� ':,C:rT Sl'J''TIC: ;TANK: 51='CI'T) x 2(10'%P \ 1 11SPI: / c' GA1J,,0N i'IOTAST SEA''I'IC"TAN IA'ACHING T�ACIC,ITV: CAPACITY: ,/ ..,�_� �• 'r `•;IT)F,��/ALL:/�'/�; � ><-1:_,,7�/� /53.r IIOT'rOM: /0',' TOTAL: l f 1 _..... 1. L. —T���f•~��,___ 2. PIPE TO BF LAID LF,N/13T,TOR 2"OT.1'I'OF ms,m I w n,lON BOX, 3. RATSL'A1,(.,,V'PT,1C'Ait1,1?NLINTTOi,1?COVI?ItS'fO�1'I'I'IIfN 6"01.TTNISII C,)2Anl?. I I 4. Sf?PTIC SYSTEM)S NOT DESTGNED FOR THE,Usl-?OP A C:ARBAGF,DISPOSAL 2" LAYEIR OF 3/N••I'Il",ASTONE,OYI'•,R 5. SI PTfCTANKANDDIS'1'RT)t)ITION 13O\'I'CJ III,-,I\'S'I'r\d,l,l,n 3/d"•- 1 1/211 WAS)[ED STONE,AIA, ON A 6"LAYER Or NTONF. AROUND -- ------! lart TOP OF FOUND ------------ ppp ..S NN ,t ## S` M PRO[ tArkA 11 , IC ;TF I a�aas�aAm e�ea ammasmca®awwq mssv�uir urn _ w�euwaurr�xwvauut na wmawa'I SITE R_,1 ! Y' 7% t 7.i, N l 2 Ira 7 1. YS li..J f 1...J/ �. ?1 1, COI,"!I;,\C ,OR 1 O!tl{121s51'i 11\S1IIi,I,I OR'1111;T,OC A'f1O\' tipgZ. 01"Al-I (;'f 11,ITIVS,A)ION/E AINP IfNDYRCRO1JND;PRIOR Y... !, TO ANY 1..\c , ,\IIONOltC. N, II(I.CII)N. ' 'fJ ti I , � ( I 2. Sh,VTIC SN•."•'I'I N1 t O 1'l. INSTALIAA)IN C:ON4111TANC:I?NvI'1•!f PREIPARED FOR 'flits 1'I,:\IN' IS NfO T TO III-:11.S1?n I(1l(1'ROI'ER'1'1,I,INI; •17 .- . / y I n rr �' /ti / tic.A►,1:,/. .>r �ePCtwpYMmavnl9nuavnwoatuuYecR- I C,,:,'�J .''"' "� .�. �xr,A 4r� f 1 O�Vqp i t I,�f Aa•, OF liT;+`'4M-110 AN �DTi-TIATN W. �P. kx " 1 ht11�0.0YM`AYW@EMWWiMUY!CPW4�MMYWIW.WNII:WIYiWIfa11iY1'YWYtiS1NMW11N.9YWiW,WY�YiW'bH7B1Y'M1.WJIWIWiO,WY:O11M111t6PMWl[CIt�MLNNMJMap1Y»; 1' , 'I', r u & "V�E L�.J E lY.V4 -A S S O`�.�N 1, t.� �v , py,y/C'Y uu,l A �. . 714 MAIN ST. � P.O. BOX 11) VARMOU111PORT,NIA. 02675 I� �'t'rr+��+�w�:e','•f (� T1-1,L: (508) 362-8 131 r � �...' '.'\ - � �. __ — I .., 'rot lr:•I'r e'.���7: V. r'✓(.J,._..1�'._/r:�./ l�f•� �^ UATE': 11 .1 I ✓.. �:'�/r�.r.�Jc::;.C-'`I —=r=J j,.: ,d�rr:�JC ro,.r�,t_./ 0 t ..I. I A. 1p 'SIGN DATA. ,.,� .._....-. ` 1. -. 1 "� ` ,:'LI•._� 1 � I t7t iI 51+'31TIC 1'ANK: GVD x MIX, 4 1 �w;r �•' USE,: /�c�c� GALLON PI'<T!;CA5"1'SEP'CTC TAINI� f f \ } TEACHING FACILITY: el JJ , CAPACITY: SIDEWALL:/?`/;.< Z BOTTOM: TOTAL: i 1. ALL VIP TO BF'4"I)IA.SC11 41)PVC. 2. I'll'P,TO 11'Ir,LA11)LF,\rl?T,FOR 2'OUT OF 1)IS'1'RI ItIITION BOX. 3. TIMSL'ALL APPLICABLE MANTIOLF COV1?I:S TO NvITIIIN 6"OF FINISH GRADE„ I I 4. SEPTIC SYS'rFM IS NOT 1)Ii,ST(:NF;D FOR T11E USI?OF A (:ARBAGF,DISPOSAL' 2 LATER OF 3/R"PEASTONE OVER 5. SE,PTIC TANK AND DISTRIBUTION BON TO RF,INS,VA[A,EI) 3/1"- 1 I/1"WA511E1)STONE AU, ON A 6"LAYER OF S'I.ONV. AI<O11N1) 'fOP OF FOUN13. IJIg r .. SEPTIC SYSTEM PROF11-14, �mmmeumgi�zunauannwaumiamwouwrreeuaamaamaauwtiiiwr�s+eamm t l n/ {p�'� r' 1d Y..�N 1 A. �I ry'�,�,Jr d `�O d II'A` - .. 1 i I 1 .,..r, , 1. CON1 1111WI"li I'() ItF'RES'WO ''SIIII,E FOR TILE LOCATIONt,i R 1;'I 11 JTI1-;S,AROV1';ANT)l rnll)1;ItC:1tOlIND,PltI(M 1' TO ANY I(XCAVATI0N OR C:ONSTRIIC:'TION. I Y j z;.I. ?1I'IC. S\' "!'I.I\1 IT) SF INSTALLED IN C'OMPLTANCE\1'I'1'11 ) • 5 tir � 3111(:I\11( 15.Illi: fi'I I,F,V. " PREPARED FOR 11 TIIIS 1'1,lN I',NO'I TO 1;1 IJST?I)F(1It PROPERTY LINi? II .•C); / .�� ,..' )C_ /��<:.�1 /L..�...') �t/... ... � 1 •_ �! _ I)I I 1 11i\-illti'1'I'ION. <..1:,.—_ ._,.r7DATE: r'cl/;?`7-,i.!.../ t>,,•4�/.J'L"c.n-; �� �j � c%c / j`%�,"�t,.ra• SC.^►L[';/r �^ ��' r{ ,�✓r-= f �,;, k . `.>, ,[.._ r �./a< C•_�r-7,A✓iN �r�v ,<_ dv�ulauwgc,ew,+Aru,iaomuAexs. . d�� .. Imo.,. _ .. ... `•..'�" -.. .r_C. :'.� /..-cL c>c>..rJ .a.'f:�n, :.... ._. /' i l�l;�fl Nl ntG/'rlltk it 11 'I)a1 r.11AnA nn AA}IAw yE ,A� A4/J 4E41) tp,. �111 (11 TII 11, qlc 'o:DTC`u'FIN,11V. nl nr,nrl ,tC .. -. nvwrmAt - .. ., ... .... ..... /ruY rr� , 1 f.�"f. ' 1 .})row.Jar r<•� !. i1d)Ini1A \ /1,WE ER & ASSOC IATES ,4ti.1r•J5'�,�'�\ '^�"�_'-....___."'--�" J�I� '•� ' 11i1'(�:,�•�l� i CA• �' 1I�' ._..Y^'C�ItY�. :t'• �11' , 714 MAIN ST. - P.O. BOA 119 YARMOUTTPORT,N1A. 02675 61 p.r TEL: (508) 362-8131 441 ASSESSORS MAP : IL TEST HOLE LOGS b ------- NOTES: ( A�6v 1 QIGI�""'-"��- PARCEL U���C�� 'iA �� �� �������' l) THE INSTALLATION MUST BE IN SUBSTANTIAL COMPLIANCE WITH SO I L EVALUATOR : D- Syr: g R-S CSr" +� Lp HIS PLAN, 1995 MASSACHUSETTS TITLE V & TOWN OF MkP FLOOD ZONE :-� 1� E""1 WITNESS : N` f .P(� _U-N a I ! AF 'CAf BOARD OF HEALTH REGULATIONS. Dat � � s b a t2. REFERENCE : Ulk ft�gq DATE Tu-LL4 —2'b)�-.—.UU(o 2) THE INSTALLER SHALL VERIFY THE LOCATION OF UTILITIES, PERCOLATION �^' SEWER INVERTS AND SEPTIC COMPONENTS PRIOR TO r ril �Vl� 10•4 l 1 CL AS'; 'l_ GTE "a, Lf 9 P� 't/ �, P INSTALLATION. 05 it TH- I .• ' TH-2 �, v I+ 3) THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM INSTALLATION "I• l ONLY AND SHALL NOT BE USED FOR PROPERTY LINE q LOAM ((�24/2, � � UAL► / lac G vi 01% DETERMINATION. f �I Tr: '_ _y ._ __ �, 1��`�fY 1� tt ^ tZ .r T"_ Et.Iy 4) ALL PIPING TO BE 4" SCHEDULE 40 @ 1/8 "/ FOOT. (UNLESS PCI 1010 -7 l f3 g Wes' SPECIFIED OTHERWISE) LOCATION MAP (f4 -r=s) �. 5) THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A ((- 1 ';� ._ _ �b.�'� LoAM�-j l�yR,/ GARBAGE DISPOSAL. a ____-__._.- (1."�U 6) SEPTIC TANKS AND DISTRIBUTION BOXES (WHEN INSTALLED) ,1 `° ? c l U 1��{ MUST BE PLACED ON A MECHANICALLY COMPACTED BASE OR ON T N _ A BASE OF 6"OF CRUSHED STONE. SANS 2.5 7„ / S 2,'S 7 20 7-l 1C Tl r (�ara�,; To_ _ Pu nn APE C 1�U�71 /Jo 6 A) 0650VEtO �, w Q E l7 qO haw O e�7- Fi ..P.E.p_ T-1 �6-) f4o PPVATl weLLh w 1') 150 or p , SEPT I C SYSTEM DES I G N FLOW E_ ST I M JE; tU)Ob U�t��I �1� �WNiC 11 T2-F—\1 pPL 77JYvr.1 Or— BEDROOMS AT 110 GAL/DAY/BEDROOM' GAL/DAY CIF' N�;-�T i F_" VLA—TIcrmej ?-f4Vl {7 y 4 6 Pl vy�OS (� SEPTIC TANK 12 P4VAA,61_.: . 76 t36 _ L&e_A t �E 7` Uv t i 80.00 FL � 4�� GAL/DAY x 2 DAYS - LL GAL � ._ _ _ _. . .. ._. .!�. _._... v... USE ( GALLON SEPT I C TANK -- N�v� r - � { �x�sr I lIm I r v SOIL ABSOP. 'T I ON SYSTEM � CNaj�Z, I I ,t FIVE 'rQ 'rr -t ., - 2 v U v► ITS w z_qZ F-r� I ,�Rt~n-wve ra,4r� /� � ��STIPR���s L�i9G�fr�l� I?I I/S•^ r' '... .1 ., _ Ill41C-G-.—t7 t� ® co SIDE AREA` (� ) 2 +�'C�1�� � .x, 0 , 7 \1 ' I BOTTCM AREA � 3 X 9 x 0,7y i— 28� O EXISTING r ,3o6P'r J DW EL-�I NG i � ��l `' I � SEPTIC SYSTEM SECTION , TDF DF FNDN I ❑ t t To F - EL,- IS,17 EL V Z OP \L m � G 1 97'Cti7 >! qfF �� � i a r W P •1 4 �ZII r s 6s,tn t UqE4�,aTi WN� !o Z WDU J ❑ 10 l ' CD< � I Z '2-U LL <WIm z z D-BO X ll. b Vac �t a SEPTIC T�iL�J . 1 a3 2J �o W K Yet T14 4 a �ld 22 EDGE OF Pf1 VEMENTU J SIXTH A VENUE SITE AND . S E WAGE PLAN �1iriaFn� s `y LOCATION 104 ® RREN W l� >` t {ay PVI o. 114 *I tt,as PREPARED FOR : N P--t W u l 6'w'54-p'+ ln/kuS sTE " s�N1 AR`I`� � 775— $ l q 6 w 106 - DARREN M. MEYER, R.S. SCALE : ° P.O. BOX 981 DATE : Z EAST SANDWICH, MA 02537 w DATE HEALTH AGENT Ph: (508) 362-2922 3 w Z 1 ._n..—w:.. ...,, .w :w4sm' X ax,..4.." 'kta,Y..xalsr..H-_. w...<<,,,, __.,_..._ ,.._W..._ .,...- nlLx.,::wi.cm.............3...:.rau.o.._, -.,tu au.w.:suwaxrt"AS„..u.._._....,9"x'P,x •.v: ,sA-,,, :. .::.q ,,.. ., - — — - _.._.__._.. _ _` -- ___"_.__ _ ALL M F LL LEGENDPROVIDE WATERTIGHT SYSTEM PROFILE MARKED WITHCMAGNETICTTAPEA R BE NOTES ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. � 1. DATUM IS ASSUMED FROM GIS BLOCKS OR TOP FOUND. EL 56.0 FILTER FABRIC OVER STONE PRECAST RISERS Z8 99 - EXISTING CONTOUR 54.0' MINIMUM .75' OF COVER 2% SLOPE REQUIRED OVER SYSTEM 53.5 H-10 2. MUNICIPAL WATER IS EXISTING OVER PRECAST Route X 99.1 EXIST. SPOT ELEV. MIN. 8" DIAM PRECAST H-10 CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ACCESS RISERS (rrP.) MORTAR ALL TOP PRECAST EL. 50.6' I. Qoti �e o 99 PROPOSED CONTOUR 4"OSCH40 PVC COMPONENTS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS P + 4"scHao PVC PIPES LEVEL 1ST 2' (T�,P) TO BE AASHO H-19 � p [98.41 ] PROPOSED SPOT ELt -�, 111?�?%d$$ 2" PEASTONE OR FILTER FABRIC 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH 1 �51 , 10° 1500 GAL H-10 14" ��,y OVER 3�4" STONE co LOCUS +. TEE o 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 50.79 50.54 0 0 0 0 0 0 0 0 0 0 0 0 TEST HOLE TEE SEPTIC TANK �Gt ° ° ° ° ° ° ° 6" SUMP MIN. 0000 0 000 �0310 CMR 15.000 (TITLE V.) �Waterfo 4' LIO. LEVEL & °°0°°°°°°°0 °°° 12" MIN. INT. DIAM. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D 3/4"-1-1/2" STONE f Or. GAS BAFFLE .• ��I� ° o000000000000 0o O O O O O O O O O O O O O O O O O O O O O O O O O O ) v p 2� SLOPE OF GROUND ACME OR EQUAL o° °-°° _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o o DOUBLE WASHED p 50.49' 50.32' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0- PROPOSED FLOW DIFFUSOR LEACH SYSTEM BE USED FOR LOT LINE STAKING OR ANY OTHER a �� UTILITY POLE ° ':, ` ° INV. EL. BOTTOM STONE PURPOSE. '0 o°o°o°o°o°o°o°° °o°o°o°o°000°o°o °o°o° 50.12' (ADDITION OF 2 DIFFUSORS PLUS STONE TO EXISTING SAS ELEV. 48.12' _ �O°OpO°O°OpO°p°°°°°°°°°°°°°o�0°°°0°°°Op°°°°°°°°°°0o°°o°° FIRE HYDRANT ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °' " 000000000000000000000 0000000000000000000� OVERALL DIMENSIONS: 56 x 12' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ,o„o„o�o„o„o„o„o�o o„o„oro°000°o°o°o°o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 6" CRUSHED STONE OR MECHANICAL 5.32' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED COMPACTION. (15.221 (2]) WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. BOTTOM OF TH 2 EL. 42.8' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE MIN. MIN. MIN. DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ( 2 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION 17' SEPTIC TANK 5' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 56 PARCEL 2-16 LEACHING FACILITY. 12. ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED AND SELF CLOSING SELF LATCHING GATE(S) AND POOL FENCE MEETING CURRENT':BUILDING CODES SHALL BE INSTALLED AROUND ZONING SUMMARY THE PROPOSED SWIMMING POOL, ALL PER CODE. 13. WHILE SITE IS IN THE ESTUARINE OVERLAY DISTRICT, PLEASE NOTE ZONING DISTRICT: RF RESIDENTIAL DISTRICT LOT IS PROTECTED FROM CHANGES IN BOARD OF HEALTH REGULATIONS FOR 3 YEARS BY,AN A.N.R. PLAN SIGNED BY THE BARNSTABLE PLANNING MIN. LOT SIZE 43,560 S.F*. BOARD ON MAY 12, 2008. THERE WERE NO LIMITATIONS ON NITROGEN MIN. LOT FRONTAGE 150' LOADING IN PLACE IN THIS AREA OF BARNSTABLE WHEN THE ANR MIN. LOT WIDTH - SYSTEM DESIGN. WAS FILED ON MAY 8, 2008, SO SIX BEDROOMS ARE ALLOWABLE MIN. FRONT SETBACK 30' AS-OF-RIGHT ON THE SUBJECT PROPERTY. (REF. MGL CH 11 SEC 127P). MIN. SIDE SETBACK 15` GARBAGE DISPOSER IS NOT ALLOWED NOTE: PROTECTION EXPIRES ON OR ABOUT MAY 12, 2011. MIN. REAR SETBACK 15' \ MGL CITATION AND PDF OF SIGNED ANR PLAN AVAILABLE BY ADDED DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD REQUEST TO: DOWNCAPEODOWNCAPE.COM EXISTING DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD *LOCUS IS WITHIN THE RPOD - 2 ACRE ZONING \ USE A 660 GPD DESIGN FLOW LOCUS IS IN THE AQUIFER PROTECTION DISTRICT. \ SEPTIC TANK: 660 GPD (2) = 1320 LOCUS IS IN THE COTUIT FIRE DISTRICT. LOT 13 s \ **RE-USE EXISTING 1500 GAL. SEPTIC TANK (REPLACE IF NECESSARY) LOCUS IS IN THE ESTUARINE OVERLAY DISTRICT SEE NOTE #13. BRENDA JOHN H. & J. WALANTIS �/ � o � CERTRENDA7 / \ LEACHING: OWNER OF RECORD SIDES: 2 (56 + 12) 2 (.74) = 201 GPD BOTTOM 56 x 12 (.74) = 497 GPD WILLIAM J. AND KIMBERLY A. VARGA 55 CRYSTAL RIDGE DRIVE r'� �► TOTAL: 943 S.F. 698 GPD COTUIT, MASS. 02635 USE (2) ADDITIONAL FLOW DIFFUSORS (ACME OR EQUAL) REFERENCES '�0 \ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED 5� PAVED WITH 4' STONE AT END AND 4' AT SIDES & 1' BENEATH AND SELF CLOSING SELF LATCHING GATE(S) AND POOL FENCE NCERTIFICATE 1 DOC 65 g2 _ ��� O MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND 265 - ^) DRIVE s 23747 B SHEET 3 THE PROPOSED SWIMMING POOL, ALL PER CODE. p \ 0, MA - LOCUS :3 WIT'HIN FEMA FLOOD ZONE C AS APPROVED DATE BOARD OF HEALTH SHOWN ON 'COMMUNITY PANEL / � -- - .#250001-001$D DATED2.. 7 1992 ' h' 8 . \ TEST HOLE =LOGS . y 0 EXIST. S.T. TO • BE RELOCATED / �O,p OR REPLACED \ / \ APPLICANT TO LOCATION G �a 90 AS SHOWN ,, \ ENGINEER: DAVID FLAHERTY, R.S., SE2755 ENGINEER: DOWN CAPE ENGINEERING, INC. WILLIAM J. VARGA DON DESMARAIS, IRS JERRY DUNNING 55 CRYSTAL RIDGE DRIVE WITNESS: WITNESS: COTUIT MASS. 02635 � EXISTING / G/ 4 BR DATE: 4/23/08 DATE: 9/12/89 DWELLING /�/� PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH 0 -.0 as� $' 'r �, G/G/G \ CLASS I SOILS P# 12200 CLASS I SOILS p# 740 LOT 12 G / 7°�� �ti DRAIN. ESMT. ELEV, ELEV. ELEV. 44,576f SF - - 54 - J / PROP. ADD'N. \ 4 » 4 `�/ 1.0f AC. �' 1yo 0 53.5 0 52.8 0» 52.8 SHAPE = 17.6 '` f o�� \ 0/A/E 0/A/E LOAM #55 CRYSTAL RIDGE DRIVE co \I LS LS O O 10YR 3/2 10YR 3/2 so�ti 000 Y� � O 3» 53.3' 4" 52.5' & SUBSOIL oZ Fa 0 / i EX OX \ B B / \ ���� KEEP TITLE 5 SITE PLAN LS LS 24„ 1OYR 5/6 51.5 24" 1OYR 5/6 50.8' 30" OF ,w• /� % .t *CR SCE , 55 CRYSTAL RIDGE RD. �;•;•:' FLOOR ELEVATION 'p 2 a , . NTO BE ABOVE / c c c (COTUIT) BARNSTABLE, MA / 5 TOP OF BENCH MARK - CORNER OF PERC TH 1 N� LEACHING CONC. BULKHEAD ELEV. = 54.2 \ ELEVATION \ i BOTTOM OF PERC 054" M S M S M S PREPARED FOR GAL ITS0IsE05INUE 3 CO Ds LOT 17 \\ \ / S '10�1� / 1OYR 7/3 1OYR 7/3 1OYR 7/3 BORTOLOTTI CONST./WM. VARGA PAUL M. & JANET M. LOGAN \ /\ LOT 11 LCP 39614E CERT. 144184 \ // HOWARD & JAYNEE BUDIVSKY DATE: JUNE 29, 2009 CERT. 146936 REV. 9/17/09 (ADD'N.) s, S2 \ 120 43.5 120 42.8 132 _ REV. 9/24/09 (ESMT) \ S7 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Scale: 1"= 20' 0 10 20 30 40 50 FEET �jN OFMgS off 508-362-4541 �SNOFiygS ��� Sgcy fax 508-362-9880 sycy DANIELA. ��� ( downcape.com DANIEL �N o OJALA CIVIL N down cope engineering, MC. OJALA o No.46502 TE�� civil engineers .� land surveyors 1IZ���1 sUR\J 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 0267,5 DCE #08-095 08-095 BORTO-VARGA.DWG (DDF) LEGEND PROVIDE WATERTIGHT SYSTEM PROFILE ALL WITHCOMPONENT MAGNETIC TAPE OR S SHALL BE NOTES ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. ASSUMED FROM GIS BLOCKS OR 1. DATUM IS TOP FOUND. EL 56.0 FILTER FABRIC OVER STONE PRECAST RISERS 28 99- EXISTING CONTOUR \ 54.0' 2% SLOPE REQUIRED OVER SYSTEM 53.5 H-10 2. MUNICIPAL WATER IS EXISTING Route MINIMUM .75 OF COVER OVER PRECAST X 99.1 EXIST. SPOT ELEV. MIN. 8" DIAM PRECAST H-10 CONCRETE COVERS TO WITHIN 3" GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Q_ ACCESS RISERS (IYP.) MORTAR ALL TOP PRECAST EL. 50.6' I. Qo 4e o 99 PROPOSED CONTOUR . 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS P 4IPES L 0 PVC COMPONENTS TO BE AASHO H-1Q ..•• 4`scH4o PVC PIPES LEVEL 1ST 2' 198,41 PROPOSED SPOT EL. (TYP.) 2" PEASTONE OR �•, a FILTER FABRIC 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 51.5 t0" 14" :y OVER 3/4" STONE LOCUS 1500 GAL H-10 TEST HOLE 50.79 TEE SEPTIC TANK TEE 50.54 6" SUMP MIN. o°4CO)2", 0 0 0 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH c� Y 0 0 ° ° o ° oo 0°0 Do " 310 CMR 15.000 (TITLE V.) �'Woterfo 4' LIQ. LEVEL ' °°°°o°°°°°o °°° 12" MIN. INT. DIAM. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3/4 -1-1/2" STONE SLOPE OF GROUND ACME oR EouAL GAS BAFFLE 0000000000000 oc o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > DOUBLE WASHED -2 ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c o 0 50.49' 50.32' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO _ PROPOSED FLOW DIFFUSOR LEACH SYSTEM BE USED FOR LOT LINE STAKING OR ANY OTHER a ' ` INV. EL. BOTTOM STONE PURPOSE. n �� (ADDITION OF 2 DIFFUSORS PLUS STONE TO EXISTING SAS ELEV. 48.12' UTILITY POLE ;:+•:'. 0 o °°o°o°O°O°O°O°O°°°o°o°o°o°o°O°o°O°o°o°o°°°p o°O°°°o°o°O°O°O°O°O°O°O°O°O°O°o°O°O°°°o°o°C 50.12' °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° OVERALL DIMENSIONS: 56' x 12' FIRE HYDRANT ° ° " �Cylo00°°°°°°°°o°000°°°°° °000°°o°°°o°oo° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING �.c o 0 0 ° ° 6" CRUSHED STONE OR MECHANICAL 5.32' COMPACTION. (15.221 [2]) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE MIN. MIN. MIN. BOTTOM OF TH 2 EL. 42.8' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ( 2 - % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP BUILDING SEWER OUTLETS AND V �S 'V PRIOR TO COMMENCEMENT OF WORK. CUS+ A ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION- 17' SEPTIC TANK 5' D' BOX 5' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f PORTION OF SEPTIC SYSTEM FACILITY REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 56 PARCEL 2-16 12. ALL DOORS OPENING TO POOL AREA SHALL BE ALARMED AND SELF CLOSING SELF LATCHING GATE(S) AND POOL FENCE /� �/ MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND ZONING SUMMARY THE PROPOSED SWIMMING POOL, ALL PER CODE. 13. WHILE SITE IS IN THE ESTUARINE OVERLAY DISTRICT, PLEASE NOTE ZONING DISTRICT: RF RESIDENTIAL DISTRICT LOT IS PROTECTED FROM CHANGES IN BOARD OF HEALTH REGULATIONS FOR 3 YEARS BY AN A.N.R. PLAN SIGNED BY THE BARNSTABLE PLANNING MIN. LOT SIZE 43,560 S.F*. BOARD ON MAY 12, 2008. THERE WERE NO LIMITATIONS ON NITROGEN MIN. LOT FRONTAGE 150' SYSTEM DESIGN" LOADING IN PLACE IN THIS AREA OF BARNSTABLE WHEN THE ANR MIN. LOT WIDTH - WAS FILED ON MAY 8, 2008, SO SIX BEDROOMS ARE ALLOWABLE MIN. FRONT SETBACK 30' AS-OF-RIGHT ON THE SUBJECT PROPERTY. (REF. MGL CH 11 SEC 127P). MIN. SIDE SETBACK 15' GARBAGE DISPOSER IS NOT ALLOWED NOTE: PROTECTION EXPIRES ON OR ABOUT MAY 12, 2011. , \ MGL CITATION AND PDF OF SIGNED ANR PLAN AVAILABLE BY MIN. REAR SETBACK 15 ADDED DESIGN FLOW: 2 BEDROOMS 0 110 GPD = 220 GPD REQUEST TO: DOWNCAPEODOWNCAPE.COM \ EXISTING DESIGN FLOW: 4 BEDROOMS 0 110 GPD = 440 GPD *LOCUS IS WITHIN THE RPOD - 2 ACRE ZONING \ USE A 660 GPD DESIGN FLOW LOCUS IS IN THE AQUIFER PROTECTION DISTRICT. \ C% SEPTIC TANK: 660 GPD (2) = 1320 LOCUS IS IN THE COTUIT FIRE DISTRICT. LOT 13 **RE-USE EXISTING 1500 GAL. SEPTIC TANK (REPLACE IF NECESSARY) LOCUS IS IN THE ESTUARINE OVERLAY DISTRICT JOHN H. & BRENDA J. WALANTIS / SEE NOTE #13. '( Aso\ � CERT. 172867 / \ LEACHING: OWNER OF RECORD SIDES: 2 (56 + 12) 2 (.74) = 201 GPD 1 BOTTOM 56 X 12 (.74) = 497 GPD WILLIAM J. AND KIMBERLY A. VARGA 55 CRYSTAL RIDGE DRIVE TOTAL: 943 S.F. 698 GPD COTUIT, MASS. 02635 USE (2) ADDITIONAL FLOW DIFFUSORS (ACME OR EQUAL) REFERENCES ALL ODORS OPENING TO POOL AREA SHALL BE ALARMED, WHERE REQUIRED, r016 < \ WITH 4' STONE AT END AND 4' AT SIDES & 1' BENEATH AND SELF CLOSING SELF LATCHING GATE(S) AND NON-CLIMBABLE POOL FENCE PAVED �\ 5g2 _ - DRIVE �6, \ � CERTIFICATE 142651 DOC: 680,472 MEETING CURRENT BUILDING CODES SHALL BE INSTALLED AROUND ) Ql LAND COURT PLAN 23747 B SHEET 3 THE PROPOSED SWIMMING POOL, ALL PER CODE. tx 5� O. MA LOCUS IS WITHIN FEMA FLOOD ZONE C AS APPROVED DATE BOARD OF HEALTH SHOWN ON COMMUNITY PANEL #250001-0018D DATED 7/2/1992 .0 1 EXIST. S.T. TO TEST HOLE LOGS 40 'C� BE RELOCATED \ 00 OR REPLACED APPLICANT TO LOCATION G 9 AS SHOWN ENGINEER: DAVID FLAHERTY, R.S., SE2755 ENGINEER: DOWN CAPE ENGINEERING, INC. IRS JERRY DUNNING 5 CRYSTAL WILLIAM J. VARGA DRIVE WITNESS: DON DESMARAIS, WITNESS: EXISTING /�� DATE: 4/23/08 DATE: 9/12/89 COTUIT, MASS. 02635 4 BR LOT 12 ' G � �� DWELLING PERC.PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH 44,576f SF o 000 °A G�� 1.0t AC. I r °< `f'_ G 0 G/G/ \ CLASS I SOILS P# 12200 CLASS I SOILS P# 740 SHAPE = 17.6 I f ° o� °? DRAIN. #55 CRYSTAL RIDGE DRIVE _ _ S4 _ - J J,a �o �- ESMT. ELEV, 2 ELEV. s ELEV. f -7 co-� ya / ,yo PROP. ADD N. \ i 0» Q 53.5' 0» � 52.8' 01, � 52.8' f 0/A/E 0/A/E��� LOAM io LS LS ,� w^ o � 10YR 3/2 �� 10YR 3/2 0 3 53.3 4 52.5 Ex & SUBSOIL OX B TITLE 5 SITE PLAN YL CID. SKEEP ,� \ LS LS i 24" 1 OYR 5/6 51.5' 24" 1 OYR 5/6 50.8' 30" OF y.16 0 - i� 5� � � \ \ Y. / \ +, \\ \` t�-ti . .� *CR LACE , 55 CRYSTAL RIDGE RD. N \5 �• \ "::"•' FOOR ELEVATION co U, ,A \ TH2 a ,Yw INTO BE ABOVE J� BENCH MARK - CORNER OF PERC C C C (COTUIT) BARNSTABLE, MA F O \ TOP OF LEACHING ELEVATION CONIC. BULKHEAD ELEV. = 54.2 i BOTTOM OF PERC 054" MS MS MS PREPARED FOR 24 GAL. IN <9 MINUTES 0 5 MINUTES 30 SECONDS LOT 17 1OYR 7/3 1OYR 7/3 1OYR 7/3 BORTOLOTTI CONST.iWM. VARGA PAUL M. & JANET M. LOGAN \ /\ // LOT 1 1 LCP 396146 >CERT. 144184 9 DATE: J U N E 29\ // HOWARD & JAYNEE BUDIVSKY , 2009 CERT. 146936 REV. 9 17 09 ADD'N. s, � S2 120" 43.5' 120" 42.8' 132" � - / / ( ) REV. 9/24/09 (ESMT) \ s7 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED REV. 1 1/1 1/09 (RESIZED POOL, MOVED POOL HOUSE) eASNOFMAsso �SNOFA,g8, Scale: 1 20' DANIELA. G� ' DANIEL Cy�m o OJALA " A.CIVIL OJALA 0 10 20 30 40 50 FEET " N 4098 °��F , R�° �`` w' {�° s °� off 508-362-4541 -0� Fss' sr� u fox 508-362-9880 �jHoMAs �ZNOFMgs downcape.com DANIE=LA �cy��� �� DANIELS�c om dOW/1 CaoOe e� i4eeria sac. o OJALA o A. 4f, tf CIVIL 2 N � ,� OJALA 80 � 7 civil engineers ,0 , land surveyors E o F o SS�ONA ENG. V 939 Main Street ( Rte 6A) T P.E., P.L.S. YARMOUTHPORT MA 02675 DICE 08-095 ��' ��' �� I�,�.•. � ._�.. DATE DANIEL A. OJALA, 08-095 BORTO-VARGA.DWG (DDF)