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HomeMy WebLinkAbout0259 MAIN ST./RTE 6A(W.BARN.) - Health 259 MAIN ST. , W.BARNSTABLE A = 134 013 AhI N ShTOWN OF BARNSTABLE LOCATION.2 �59 CvA SE-CAGE # VILLAGE ESL rn ASSESSOR'S MAP & LOT ley- 0!3 -INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY oD o k LEACHING FACILITY:(type) /'i (size) LO. OF BEDROOMS oZ PRIVATE WELL OR PUBLIC WATER BUILDER OR WNER �ztn� M o/� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No r �A-PL L N7 7-&,3 y w O?y' ti -7 No. /-61 TM Fee 10 THE COMMONWEALTH OF MASSACHUSETTS Enteied in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for ]0igpo5a16potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addr or Lot No. a Owner's Name,Address and Tel.No. Assessor's Map/Parcel Zf Installer's N e,Address and Tel.No. Designer's Name,Address and Tel.No. Fie C- Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 pr7isio sn o TitWoEnviron a tal Code and not to place the system in operation until a ertifi- cate of Compliance has beessued bof 1 ° Sig d� Date /> 4) Application Approved by Date Application Disapproved for the ollo ng reasons Permit No. 97- 6,t g Date Issued • � � ,. . ; �� �_ ;. ' � n.. -.a..-._ ti"r��'� 'p°»�".'"5_-!', r = � � +fie_+..^�'40 No. // ' I� a y % Fee Entere f ! THE COMMONWEALTH OF MASSACHUSETTS t� °te` Yes PUBLIC' HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS.- application for Mizpool 6- pmem ton!aruction Permit Application for, Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Add or Lot No. e Owner's Name,Address and Tel.No. w 4 A u1 ,ne. W N s TDA/"-/,IJ Assessor s Map/Pazcel Installer's N e,Address,,and Tel.No. Designer's Name,Address and Tel.No. l v ,06x1r61��►/4! C R /9NOS Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ;F Other Type of Building No. of Persons Showers( ) Cafeteria( ) 3 Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. , Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description,of Soil t Y Nature of Repairs or Alterations(Answer when applicable) m r A 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 pro v i' ns of Tit e f t Environ tal Code and not to place the system in operation until a ertifi- cate of Compliance has ten stued b of It Sig d Date 0 Application Approved by Date t n - y • y9 Application Disapproved for the ollow ng reasons Permit No. / � r;y �*- Date Issued ----------=------------, ---------------- " THE COMMONWEALTH OF MASSACHUSETTS — BARNSTABLE, MASSACHUSETTS ' (Certificate of (Compliance THIS IS TO CER hat the O -site Sewage Disposal System Constructed( )Repaired(' )Upgraded( ) Abandoned( k-� o . i• N C at —4A t1j, 4511,0StA142 has been constructed 'n ccordance with the provision the 5 aud the fo 9isposal�System Construction Permit No. I-+ dated /O 3° Installer AU S r Designer. 09AI NY The issuance of this pe 11 o strued as a guarantee that the sy t 1 functio as esi Date Inspector ---ti--r---------------------------------- No. Y -111 f- Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS mh6pozat *pgtem Con5trurtton Permit Permission is hereby granted to Constaa­t( ,)r epair( X Up de( ) a n( ) System located at c=O /`' R,9r,t/S A le 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: Approved by Q ,� p TOWN OF BARNSTABLE LOCATION SEWAGE # 'VII.LAG l� s�eL�E ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. ;G SEPTIC TANK CAPACITY /J Ova 4,11 aa/a e,414fA- LEACHING FACILrrY: (type) (size—q)'(r;/ NO.OF BEDROOMS a2 BUILDER OR OWNER W > o� �5 k J1 q PERMrrDATE: COMPLIANCE DATE: D Separation Distance Between the: s s 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 ariy wetlands exist f"` ' within 300,feet of leaching facility) t,Feet •`Furnished by ol 1� o lk - -A-AV, f� A f r3 lea, Y CAPE COD RADIO MYSTERY THEATER Old Kings Highway West Barnstable, MA. August 6, 1999 BARNSTABLE HEALTH DEPARTMENT TOWN HALL HYANNIS, MA. RE: 259 Route Six A, septic variance request Dear Mr. McKean: Although we hope to attend the August 24th meeting concerning the above matter, in the event we cannot make it, my wife, Deborah, and I would like to register our concerns via letter: Not knowing the particulars of the matter, but as abutters to the land and more particularly because we are aware that #259 sits over a primary source wetland, one of the main, spring feeder channels flowing into the Great Salt Marsh, (aptly named 'great' because of its functioning as an ocean estuary), we are therefore leery of any plans to relax standards. While not wishing to cause trouble or inconvenience to anyone, a properly functioning septic system is crucial here, more so than in many spots on the Cape. Sincerely Stev n as Oney Nova 25-98 09 :50 BARNSTABLE HEALTH DEPT 5087906304 P 1WHt DA73: FEE: RONE0 MASS. RE-C. BY Ono Toy oft?&Agra - SCHED. DATE: B d oalt NUMME '67 Main T offic.-I 5MM-6.164 SuisnG.Rmk.R.S. FAX: 338-719,2-630-1 Sinner Kaufman.M 5 F F alpli—A-Murphy'.N1.D. NARIANCE REQUEST FORM LOCATION F-opera;Address: assessor's Map and Parcel Numbcr: A3 Size of Lot: tv,ZC40 Wetlands 'Xithin 300 Ft. Yes Subdivision Name: No Business N'arrie- aPPtiC—ANT CONTACT PERSON Namei -JA-"CS bilAitAo-i Name: Cx'k LA, 'PP"t-A C_&pC k 114 Car- Address: Address: Phone:pnone: FAX: FAX: VARI.aNCE FROM Rf_(jLL_ATJ42Li.Usi Reg.) REASON' FOR,VARIANCE May a7tsch if more IAA�. 596�7 01 -1 _LCt?Lgi 15 Roar plan Four(44)copies of plan submitted firic'uding septicsystem s) Acplicanturiderstands that the abu-'ers-rust be notified by certified mail at least ten dL,-;s prior to,rriwing date a:app'icanus expanse(for T'tic V ancilor local sewage regulation variances onlyl Fu I I menu submitted,'for grease trap v3:ianc--s only) I C- Variance request app!icador.fee collected i,of"ri: Lr=KU'vNu3".4! dip.w,enrce,er to mair fated im.iic j-!y.r Variance request submitted at least 15 days prior to meeting date ----------- VA RL!AN;:=—APPROVED Susan G.Fask,R.S.,Chairman .NOT APPROVED Sumner Kaufman,M.S.P.H. Raiph A.Murphy,M.D. REASON FCR DISA?PP,.,:)VAI-__ i 9 r te,(508)362-4541 939 main street rt 6a tax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys July 29, 1999 James Damon site planning c/o Bay Harbor Realty 3224 Main Street Barnstable, MA 02630 sewage system designs Re: 259 Route 6A, West Barnstable Dear Mr. Damon: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from Town of Barnstable Regulations and Title 5 Regulations under "Maximum permits Feasible Compliance" for the upgrading of your failed septic system. The variances requested are as follows: Title 5 310 CMR 15.405 ("Maximum Feasible Compliance") 1(a) : Request variance to property line for leach facility (10' to 6.5' ) 1(b) : Request variance to foundation for leach facility (20' to 51) 1(h) : Request reduction in setback from leach facility to (locus' ) private well (100' to 88' ) Town of Barnstable Regulations: Part VIII Section 1: Request reduction in setback from leach facility to wetland (100' to 50' ) Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably in August. Check with the Health Department for exact date and time. Sincerely, (:3"w 4. Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health i I , abutters to map 134/13 8 Steven and Deborah Oney,Box 225,West Barnstable 02668 9-1 Marsha J. Chandler, 280 Route 6A, West Barnstable 02668 16 John and Jennifer Burke, 229 Route 6A, West Barnstable 02668 23-3 Andrew E. McGovern et al, 40 Dewsbury Road,London,England NW 101ER 14 Christine Simmons, 5818 Bayou Dr.,Bossier City,LA 71112-4986 +b' n.rrncs 1xl,nti�h °d-SEN R: I also wish to receive the :a ■Complete items 1 and/or 2 for addi4ional sgrvices. following services(for an H ■Complete items 3,4a,and 4b. (D ■Print your name and address on the reverse of this form so that we can return this extra fee): N card to you. v d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address permit. 2.❑ Restricted Delivery m � ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. 9 `0 3.Article Addressed to: 4a.Article Number Z ICY llo� L 0 4b.Service Type E (� ❑ Registered Certified M4' r, rn �-o (pA ❑ Express Mail ❑ Insured � W ❑ Return Receipt for Merchandise ❑ COD o HA ,Z� e$ 7. Dat of eliv o g �" 0 cc 5.Received By: (Print Name) 8.Addres ee's Address(Only if requested m w /ZT ohm and fee is paid) t T •' 2 Pj Receipt . First-Class Mail UNITED STATES POSTAL SERVICE Pos ._ Fees Paid _ ._--s e Print youratne, adrP�` and ZIPde4this b4 �� Down ` 9W Albin St. --- Suite c YWMotdh PW— MA 02675 if11.111111111IfIll IIIIIII If lilt 111111„llli„1I1 lilt-III I oil 11 S�rl d SENDER: I also wish to receive the ■Complete items Vand/or 2 for additional services. following services(for an H ■Complete items 3,4a,and 4b. as ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. v . ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •2 ■perm i °Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery 4) d ■The Return Receipt will show to whom the article was delivered and the date U) delivered. Consult postmaster for fee. a 6 3.Article Addressed to: 4a.Article Number d cc 4b.Service Type Z s;- c )8':' � �r� ❑ Registered Certified M 8 rn ` n ❑ Express Mail El insured w d"�' ti. / /f ❑ Return Receipt for Merchandise ❑ COD o =, -701 a-y98� 7.Date of Delivery o 0 IFo ¢ 5. Received; 'y: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) w 6.Signatu :(Addressee orAg ) ~ O X a T PS Form 3811,December 1994 102595-98-a-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE %PART First-Class Mail Postage&Fees-Paid P �tffi-,4 -1tS'PS X ----Permit`N G-f — `4t -- _._- — Print your name, d Ss. ncj21P Codes o ox • DawnCapeEngineering, ►10- 939 Merin St. , Suit® C Yalrrno ' Pon. 02675. c�a I lit 111111i1II11I111i1IilIII,II,IIIIII„III11111IIlI III MI;II ai SENDER: I also wish to receive the ;o ■Complete items$,and/or 2 for additional services, following services(for an w ■Complete items 3,4a,and 4b. m ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. N > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.ri e ❑ Addressee's Address 2 ■WpermI t"Return Receipt Requested" the mailpiece below the article number. 2.❑ Restricted Delivery 4) ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. delivered. P a 0 3.Article Addressed to: 4a.Article Number c°'i d d c 4b.Service Type Y c -Y ❑ Registered Certified pD ra aqua 5 � ❑ Express Mail ❑ Insured UJI ❑ Return Receipt for Merchandise `❑ COD t,,7. 2�anris MA 7.Date of Delivery 1 o 0 0 0 m 5.Received By: (Print Name) 8.Addressee's Addr s(Only if requested Y and fee isMI paid) ' w s 6.Signature: (Addressee or Agent) o' X a 2 PS Fo 811;.Dece ber 1994 102595-98-13-0229 Domestic Return Receipt First-Class Mail !!! UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 �+ 1I • Print your name, address, and ZIP Code in this box • I Down Cape Engineering, Inc. � 939 Main St. --- Suite C I i1f�t11 1 pWt. JAA 02675 I I I i s �unaa�n r53. MOM I also wish to receive the plete items 1 and/pr 2 for additional services. following services(for an 1 plete items 3,4a,and 4b.t your name and address on the reverse of this form so that we can return this extra fee): to you. v ch this form to the front of the mailpidd ,or on the back if space does not 1.❑ Addressee's Addresseat"Return Receipt Requested"on the mailpiece below the article number. 2•❑ Restricted Delivery 0)Return Receipt will show to whom the article was delivered and the date Cnered. Consult postmaster for fee. article Addressed to: 4a.Article Number d Z 10� CL Ztv-en c ✓eao-,cJ Q 4b.Service Type ❑ Registered .Certified pc f30k ass =, --0 ❑ Express Mail ❑ Insured = -cn /36An5�zLk �� El Return Receipt for Merchandise El COD o j}�t'o8 7.Date of Delivery o a + pr 5.Received By: (Print Name) 8.Addressee's dre s t0fily if requested Y and fee is paid) M 6.Signature:(Addressee or ent) sa_ L i y PS Form 3 1,December 1994 102595-98-13-0229 Domestic Return Receipt i UNITED STATES POSTAL SERVICE am. First-Class Mail u �'' Perry N'o.G=10 O Print your name, address; and ZIP Code in this box Down Cape Engineering, inc. M Main St. -- Suits C Yarmouth Port, MA 02675 "d Hilllllii oil 11!!I!l fit ifid i31!1 I Nov-25-98 09�:50 BARNSTABLF_ HEALTH DEPT 5087906304 P . 01 DATE: FEE: \� ►eao . t"�q REC. BY awn of Barnstable SCHEL. DATE: R -CE14 ,� Board of Health U L 3 p 1999 , Main Street, Hyannis MA 02601 TOWN OF BAp%STABLE o icc: 50-xo"25: FIFALTHDEPL `,uiyn G.Ra<k.R.S. FAX: 3J8-'50.63,J4 Sunner Kaufman.M S F H. Faipt A.Murphy,h1,D. 4RIANCE REQUEST FORM LOCATION F-cper:;Address: Assessor's Map and Farcel Number: 13 '4 A3 Size of Lot: 14��$e� SE Wetlands Within 300 Ft. Yes � Subdivision `tame: No Business Narne- APPLICANT CONTACT PERSON 'name: J A."e S b A#Aoj l Name: !S iA,f2aL1 Oz'.4,LA, cA0 66-T 14AQA)0x f Address: 3Z2-+ 4-%,Li ST Address: R3`I NAI&I ;T BAf2h15r4�nxf� a7�3o P'-one: Phone: 3loZ • �S�kl FAX: FA:: Z �lSBo VAR[ANCE FRO'bI REGULATION tisi Rey REASON 4S0\ FOR V ARIA`:CE(Sias avch if more spa=ie.ded) MAO pwm of S�n�A►fe Lv���SEL71 ow► 1 : Ssc -ttD_}�rc✓� 1l'Ca'S�r t - f 5 r-1 e 5 ;r p g -f FP it"'Af S. fG.B CUtrt_.Er_;� }�(,�, !'SlC!>r- dISGf'r/i3C2lFirr ✓G!-lQRC(?�2r'Zft:S!Cl llCQrCORj _ Four(.)copies of plan submitted(inc.uding septic system?tans and'or restaurant floor plans) _ Applicant u:derstaads that the abutters crust be notifced by certified mail at least ten days prior w mzetin, date a:app'icant's expense(for Tate V and:'or kcal sewage regulation variances onlyl Full menu submitted:for grease trap variances only) _ Variance request app!ication fee collected tin%te rra:F.fgiauroTcdifiacx.rcn-ai%.Yraxtran tar aaa rrtwa.:Evart wrer.Ieape dnnj e na.;, .Kereca:0 fC07ir Puled tasc opeW:a n( 'r•f q .p.ns:os e poad j) i Variance request submitted it!east 15 days prior to meeting date VA KIAIt�:---APPROVED___ Susan G.Rask,R.S.,Chairman \pT APPROVEDSumner Kaufman,M.S.P.H. REASON FCR DISAPPR;DVAL_ Ralph A.Murphy,M.D. �:rw?'•:;:c:EEO -tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 4/Own Cape engineering civil engineers& land surveyors structural design July 29 1999 ' Arne H.Ojala P.E., P.L.S. Barnstable Board of Health Timothy H.coven, P.L.S. land court Daniel A.Ojala,P.L.S. surveys 367 Main Street Hyannis,MA 02601 site planning Re: 259 Route 6A, West Barnstable sewage system Dear Board Members: designs The enclosed represents a"Maximum Feasible Compliance"filing for a septic upgrade from an existing failed septic system. No addition of habitable space is inspections proposed. permits The following variances are requested: 15.405 (la): Reduction in SAS setback to property line(10' to 6.5');.(1 b): Reduction in SAS setback to foundation(20' to 5'); and(1 h): Reduction in setback to(locus')well (100' to 88'). As well,a variance is requested under Barnstable Health Regulations Part VIII, Section 1:Reduction requested for SAS to wetland(100' to 50'). Due to extreme site restrictions(proximity to wetlands,no town water and the slope of the lot), it is necessary to request the above-listed variances. No addition of habitable space is proposed. The leach facility is sited as far from the wetland and the owner's well as possible(the existing system is 86' to the owner's well,while the proposed system will be a bit further at 88'). A 40 mil liner is proposed down-slope from the system, with base elevation below the basement slab to protect against any possible seepage. The bottom of the system is 12.2' above adjusted groundwater. The system as designed is based on the 2 existing bedrooms, with no reduction in size of the system requested. A deed restriction will be required,limiting the house to 2 bedrooms for the future. We feel that by granting the above variances,the same degree of environmental protection can be attained without the need for strict adherence to Title 5 regulations and Town of Barnstable Regulations. Thank you for your consideration. Very truly yours, , .,.....`,(. Arne H. Ojala,PE,PLS Down Cape Engineering,Inc. cc: James Damon T E TO� TOWN OF BARNSTABLE y b OFFICE OF B�9T�z BOARD OF HEALTH y rasa � i639' 367 MAIN STREET 'f0 MAY a' HYANNIS, MASS. 02601 August 26, 1999 Sarah Ojala Down Cape Engineering 939 main Street Yarmouthport, MA 02675 Dear Mrs. Ojala: You are granted multiple variances, on behalf of your,client James Damon, to construct a replacement onsite sewage disposal system at 259 Route 6A, West Barnstable, Massachusetts. The variances granted are as follows: 310 CMR 15.405 (1) (2): To reduce the separation distance between the soil absorption system and the property line to 6.5 feet, in lieu of the ten (10) feet minimum separation distance required. , 310 CMR 15.405 (1) (b): To reduce the separation distance between the soil absorption system and the foundation to five (5) feet, in lieu of the twenty (20) feet minimum separation distance required. 310 CMR 15.405 (1) (b): To install a soil absorption system only 88 feet away from an onsite private water supply well, in lieu of the 100 feet minimum setback distance required. Part Vill, Section 1.00: To install a soil absorption system only 50 feet away from a wetland in lieu of the 100 feet minimum setback distance required. These variances are granted with the following conditions: (1). A certified soil evaluator shall conduct soil evaluations and percolation tests at the proposed soil absorption system and reserve area locations. damon (2) The engineered plan shall be revised to show the certified soil evaluation data. a�j The existing cesspools/septic system. (4) The applicant shall record a deed restriction at the Barnstable County Registry of Deeds in regards to the maximum number of bedroom allowed in this dwelling - two (2). These variances are granted because the existing septic system recently "failed". Mrs. Ojala testified that she observed raw sewage at the ground surface above the cesspool. This proposed septic system will replace the cesspool and will be located further away from the wetlands and further away from the existing onsite private water supply well than the existing cesspools. Sincerely yours, Susan G. Rask, R Chairperson Board of Health Town of Barnstable SGR/bcs I damon TOWN OF BARNSTABLE t L ATION � SEWAGE # VILLAG NOWASSESSOR S MAP&LOT INSTALLER'S NAME&PHONE NO. r 'i SEPTIC TANK CAPACITY i-I ov �1/ �✓ y��� ,,/ a, ,� „� L� LEACHING FACILITY: (tyre) - �/� s�'✓L�.Gs (size}?_ 9Xd�X/ - NO.OF BEDROOMS a2. I BUILDER OR OWNER arc! 15 PERMITDATE: Za Z COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and LeachingFacility ty (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist I` within 300 feet of leaching facility) Feet I Furnished by i� y . lz� riq NIL I © v 0 '� v ,ra 24•4r Is-a, V-0 NOTES: 4A, ra W- ra W-W z-t0• 3'-V ro ra ra 1.)CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, P.T.eta POSTS OUruN of EKISTING NousE TO eE REMOVm DETAILS,&FINISHES IN THE FIELD WITH OWNER wl CASING cuARo AND. AND. ANo. 'f AND. AND. AND. 3.)ROUGH OPENING HEAD HEIGHT OF WINDOWS AT clan TM440 TM�+4s nvuaz Twe44z TYW2"2 FIRST FLOOR TO BE 6'-1 V ABOVE SUBFLOOR Ego _ 4.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE OURI UISTINOHOUSE ——) 81NK L - 2s•tw W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS TO BENE R REF Dw; 1 § - e-+• 5.) 110 MPH EXPOSURE B WIND ZONE.2.00 ASPECT RATIO m AND sae b sHWR. a 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, KITCHEN ; BATH R OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGE/12-FIELD NAILING M0ERsm ((yyERIFY gTCHEN STUD `` ROOF n ° 7.) ALL LVL LUMBERBEAMS TO BE 1.90 L/480 LOAD § FWceaeaL LAYOUTW/OWNER) DECK " N 'O ® AND. B.) TIMBER FRAMING TO BE SPRUCE/PINMR NO.2 GRADE SCREENED fp p PANASONC 7OAxI 49.) FOLLOW ALL MANUFACTURERS SPECIFICATIONS FOR INSTALLATION OF ALL PORCH RAGE W b SIMPSON COMPONENTS O DuIET FAN 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS F BEDROOM#1 TO BE 3000 PSI LIN. = 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE � I i :D TAW-Dt�Io �`. q DURING FRAMING CONSTRUCTION �, I w 1C I•d 1sa b 12.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE*B* PANTRYOUIET FAN p 4 µD Q h LIN• &WITHIN ONE MILE OF NANTUCKET SOUND PER STATE OF V. ti TW2442 O t•a MASSACHUSETTS WIND SPEED MAPS a zs•t elr " L 2T.W 13.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS HALL VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS HALF wAu PATHt W/OWNERS PRIOR TO START OF CONSTRUCTION SHOWER. ———— s s� Is3lrr sa• sa Irr , Or IFOLD _ 14.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE I - CLOS. ° r VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES FWGOOm , I F CLOS. I QS 15.)ALL HEADERS TO BE DOUBLE OR TRIPLE 2 x 8's UNLESS OTHERWISE NOTED DINING 16.)CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS i N CLOS. ° I L_———J H WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 4 ' 4tr x aW Ile L-—J 17.)ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR d & t AND, GRILLES.LOW-E HP 4 GLAZING W/TRUSCENE SCREENS&METRO HARDWARE ill y r-to ra r-r z-r 4•a b I ON.F AND. DN. TN2442 bOUTLINE OF EXISTING MOUSE TO BE REMOVm i OO AND. 4 -----------------------------------: m 9 4 s © Tvrz44z d N to TMD. b d IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILS , b OUIIJNE OF EXISfIN00ECK TO BE RFL/Wm I I CLIMATE ZONE 5A(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION ----------------------------------- ____ _ r BEDROOM#2 TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) —1 ——— ——— FENESTRATKIN SNYUGHT CEILING WOOD FRAM WALL FLOOR BASEMENT WALL BASEMENT BIAB CRAWL SPACE WALL LIVING 4 U-FACTOR UFACTOR RWALUE R-VALUE R-VA UE R-VALUE R-VALUE R-VALUE MD. FCCEL Oa6ESS 0.00 38 20 . 1W13 Iopm[)EEP) IW13 F.P. NEWEL POST �51NOTES: E SIZE..MFR.&D TALuv 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. TLE LS TBO ? 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL Or 4 AAND, us, Azs, 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS N ' AND. AND. TN21.4 TW2452 4 ON. 4 b r r-r r-IP z-IO- 9'-r 4 ON. a as ra za ra Ira r� (SHm ooRMER) W-W 23-0• 4 4 SECOND FLOOR PLAN RETAMINO WALL &STAIRS FIRST FLOOR PLAN CERrATNTEED WOODeGPE ASPHALT ROOF SHNGLES AREA CALCULATIONS 2t12RAFTERS 5#�T A SHEATHING (2)SIMPSON H 2.5A HURRICAN CAPS D WA&1 FIRST FLOOR = 1018S.F. BAR WIN Poo, �9BWDEICEMATE2BHElD SECOND FLOOR = 921 S.F. ALUMINUM MP EDGE COTUIT BAY DESIGN,LLC IS SOLELY RESPONSIBLE 1 t3STRAPPINGWl 11:1ASCIABOMT) FOR THE FIRST&SECOND FLOOR PLANS ALONG OO SMOKE DETECTOR +rr GYPSUM BOARD WITH THE ELEVATION VIEWS.THE STRUCTURAL I xCONT.~&SOFFIT ENGINEER IS RESPONSIBLE FOR THE BASEMENT ©CARBON MONOXIDE DETECTOR i:3s�OF'FITBOA o�"�"r PLAN,FOUNDATION PLAN,CROSS SECTIONS, ®HEAT DETECTOR TYP.ztawAus 11 WVCROWN ROOF/FLOOR FRAMING PLANS AND ALL DETAILS. ttaFlBlgeTwm THE OWNER&CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES TO THE PLANS THAT REQUIRE CORNICE DETAIL APPROVAL FROM THE OLD KINGS HIGHWAY HISTORIC COMMITTEE PER THE SIGNED AGREEMENT DATED 9/14/2011 SCALE:1/2'=1'-0' ALL CONSTRUCTION RELATED ISSUES&QUESTIONS TO BE REFERRED TO THE STRUCTURAL ENGINEER. ERRORS,. THEDEBIOROMISSIONS SHALLBERE FOUND UNIF ANY ®Q 40 COTUIT BAY DESIGN, LLC NEW HOUSE FOR• THESE DRAWINGS S PRIORT STARTO N SCALE : DRAWING NO.:THESE ORAWING9 PRIOR TO START 6 43 BREWSTER ROAD ca+sRucnoN.n+eeuaDlNocorrrRAcroR 1/4"= 1'-0- 43 BRE E T ER 026D W&LBE REB WWWIEFONSTRUC IONNT c JAMES HAWLEY NSIGNEDRAWINGB ORSOR MSI • PH. 506 274--1^1,t66 _ THESE DRAWINGS ARE SOLELY OR TH . FAX(50 )539-9402 OE9IGNEROFANYERRORSORO&assloNs. THESE DRAWINOB ARE soL13Y FOR THE USE DATE 11 Al 259 ROUTE 6A WEST BARNSTABLE, MA OF THEDWNER NOTm.ANY OTHIJt I/BE DP CBEDRAWNG&TEa R BTHEWRTITEN DATE : : CONSENT OF THE DESIONFA UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION � F m Z N � O 0 b N (aa� 2 < a 24'-0" DBL. PT 2X8 PT 2X8 0 16" 2X10 ® 16" (TYP) u m EXISTING FOUNDATION 4" LALLY COLUMN F O WALL TO REMAIN 5'-A POST GOWN O I I 2'-0" j j I I PT 4X4 POST I I 4 EXISTING 12" I I -- I 8'-0" DOWN (TYP) SONOTUBE (TYP) " " (2) 1� X 9J¢ LVL Ir 1 IF 1 1 FLUSH FRAME zO 16'-0" 8"X18" CONCRETE I ) T—LI16'-0"FOOTING W/KEYWAY _J I I PT 4X4 POST I , f I HSS 4X4xY POST DOWN p O I I 2.-8" I_ I 2.- i ) UP (�) I 31�" X %. VERSA-LAM POST UP I I 111���� I I I I I ( I/-(3) 1-" X 914" LVL 13'-0" 3'-.0" r I DBL. PT 2X8Jm r -, PT 4X4 POST L-J 31 " X 54" VERSA-LAM I 2'_6" L_J � ( DOWN (TYP) I POST UP 2-s" All II I I HSS 4x4W4 8" CONC_ FOUNDATION DBL. PT 2X8 POST DOWN ` 7'-0" I I I I ® 48 wO.C. GROUNDS I I I O FINISHED z �— I BASEMENT I I PER ELECTRICAL CODE I I 31 " X 5Y" VERSA-LAM m J I I POST UP & DOWN Oa¢ --- I I I I 1 �I o 0 I 24'-0" f I 4-0 I 24'-0" 6'-15" I I L ! 1 1 — I ( - -- I Pr 2x6 ® 1s" I I I I I I I I I I 113-D" I I I 12" sor,oTUB - (TY) I I 10'-6" I I I I I 7'-6" I I I I I I I I WlOX33 STEEL BEAM I L——— — ——————— ———— Q O 1 i V I°---- ----------------° L----- --- -- ---- w � • SIMPSON HDU4� 12" SONOTUBE (TYP) 6'-0" 6' PT 2X6 ® 16" F \.�.HOLD DOWN O V) (TYP. EACH CORNER) V 2X10 ® 16" (TYP) 26'-0" 3' DBL. PT 2X8 � Q lL FOUNDATION PLAN FIRST FLOOR FRAMING 04 p Ui Z OFF n U J Q Z W Q Q � Z � O STRUCTURAL -�i Of Of I"_ V No. 38962 rn + } m Z s z � GN : Q O.yl r QLli OcK, 2 LL. L.L_ U U O C4 a cn i �r M Z N z o 0 _ w V P. 2X10 016" 2X12 0 16" } y It m BEARING WALL 2X10 RAFTERS 0 16" BENEATH o m 0 {C7 C DBL. 2X10 (2) 1-" X ll�ifi" 3h" X 3Yi" VERSA-LAM v o 0 1 LVL RIDGE POST DOWN X 3ti�" VERSA-LAM POST UP & DOWN II II 4X4 POST u 11 0 DOWN (TYP) n E o 13'4" X 11— LVL FLUSH FRAMED ZZ L�1 DBL. 2X10 - - -- - - - - 11 (3) 1-Y4" X ll%" LVL 3 " X 94" VERSA-LAM X /- FLUSH FRAMED POST DOWN / POSTD0WNVERSA-LAM LVL RIDGE O C) X SY4" VERSA-LAM O POST UP & DOWN 04 POST TO HEADER 0 (2) 1�a" X A- LVL 2X12 016" TYP HEADER (TYP) (4 DBL 2X12 co Q ^ 2X10 RAFTERS 016" Q LO w I- O DBL. 2X10 � O SECOND FLOOR FRAMING ROOF FRAMING Q "OF fygss N � Q w q LLJ Lrj V) 0 ER IC J.` Z m O Q f CEDERHOLM m m w Q O J u' STRUCTURAL - � � LJLI a- co No. 36962 Ld Z U 3/ AL. w m O J L- U Q Q w LI cl� _ 3 V) LI_ U U O m a cn r � F M z N Z O � CG Gil W vl rr>�'� 2 LI V CL a VI � Q Q Gt1 Z = G17 00 ' M C 0 O TYPICAL ROOF CONSTRUCTION M ¢ o 1. 2X10 RAFTERS ® 16" O.0 00 czi q o 2. %" COX PLYWOOD ROOF SHEATHING 3. ASPHALT ROOF SHINGLES 2X10 RAFTERS 0 16" 4. 15 LB. FELT PAPER (2) 13'4" X 16" LVL RIDGE 5, HI-R BATT INSULATION (R-38) 6- ICE/WATER SHIELD AT BOTTOM 3 FT. OF ROOF (2) 134" X 3J¢' LVL RIDGE 7_ PROP-A VENT BETWEEN RAFTERS Q 8. WIND WASH BARRIER BETWEEN RAFTERS zz 7 2X10 RAFTERS 016" 9. SIMPSON H2.5A HURRICANE CUPS AT EACH RAFTER END 10. SIMPSON LSTA12 RIDGE STRAPS AT EACH RAFTER PAIR z 2X10 RAFTERS 0 16 z 51 12 2 TYPICAL WALL CONSTRUCTION 1. 2X6 STUDS 0 16" O.0 2. l2" PLYWOOD SHEATHING 2X6 EXT. WALL 3. 6" BATT INSULATION (R-19) BEDRSUM BOARD OOM 2 CLOSET BEDROOM 1 5. W.C.SHINGLE SIDING T-8 " 12�12 2X6 EXT. WALL 6. TYVEK VAPOR BARRIER 2X12 0 16" 2X12 0 1'6" lill 2X12 0 16" 1 1 1 1 r I I I I I I Ip 8'-4 " 2X6 EXT. WALL LMNG/DINING KITCHEN 2X6 EXT. WALL w 2X10 0 16" U d tp W q 2X10 16"-- W10X33 %" ANCHOR BOLTS 0 28" MAX. SPC. (FRONT & REAR WALLS) (3) 13'4" X 91¢" LVL 0 56" MAX. SPC. ON SIDE WALLS FINISHED BASEMENT UNFlNISHED BASEMENT 7" MIN. EMBEDMENT INTO FOUNDATION WALL MATCH g" CONC. FOUNDATION EXISTING WALL W/,6 VERT. BARS <HSS 4X4Xyi TYP. DAMPPROOFING PER ELECTRICAL CODE ® 48" O.C., GROUND 4" CONCRETE SLAB ON FOUNDATION WALLS LLI O O 0 Of 8"X18" CONCRETE FOOTING W/KEYWAY CO 0 LO Q z • ��qt1 OF(LTq�c, C'4Lq `� C Lj — O ERIC J. G Z 00 0 ~ CEDERHOLM m w Q p U 4 STRUCTURAL LJ (W v No. 38962 �' w Z p 0' D_ n J Q Q S/O W m z U < w W >- = 3 V) �- F- F- a. � ga ,ra 2.•4r NOTES: K sa ra ra s-0• 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS &DIMENSIONS IN THE FIELD ' 2.)CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, P.T.S x 6 POSTS OURIN i OF EXISTING HOUSE TO BE REMOVED • - DETAILS,&FINISHES IN THE FIELD WITH OWNER W/BODYGUARD E AND. MO.NO sa ANo. •( AND. - ANo. AND. 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT cans TYv241e TW244B Tw2442 TW2442 Tvrzaz FIRST FLOOR TO BE 6'-10•ABOVE SUBFLOOR 4.) ALL CONSTRUCTION TO CONFORM TO THE IRC2009 BUILDING CODE O DENRE EXISTING HOUSE —— — Oi-L rt',. mxor W/THE 8TH EDITION MASSACHUSETTS AMENDMENTS TO BE R - REF 91NK OW R 5.) 110 MPH EXPOSURE B WIND ZONE,2.00 ASPECT RATIO I TIN°' `° B" 6. ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, KITCHEN i 1Yf68 BATH p ) OR HORIZONTALLY W/BLOCKING AT EDGES,3-EDGE/12-FIELD NAILING AFWGGM NDERSEL i (VERIFY KITCHEN STUD `' ROOF ANF N - - 7.) ALL LVL LUMBERIBEAMS TO BE 1.9e L/480 LOAD 4 LAYOUT WI OWNER) 4 N DECK H O_® AND. 8.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE SCREENED aLAND p PANA 'C t Ax1 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL 4 PORCH RANGE m WIasPER m SIMPSON COMPONENTS O m z�, QUIET FAN 10.)ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS m ——— F BEDROOM#1 O TO BE 3000 PSI + LIN. i 11.)VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE MASON:D ® Tma,D WHISPER 1a W DURING FRAMING CONSTRUCTION 1s� " 12.)THIS SITE IS IN THE 110 MPH WIND BORNE DEBRIS AREA,EXPOSURE'B' C LIN. '^ OUIETFPN - QS &WITHIN TW2442 ONE MILE OF NANTUCKET SOUND PER STATE OF § q Iti PANrnr i 4 H 1•� © ra MASSACHUSETTS WIND SPEED MAPS 13.)GLAZING PROTECTION PER 780 CMR 5301.2.1.2 TO BE PLYWOOD PANELS HALL VERIFY ALL WIND BORNE DEBRIS PROTECTION REQUIREMENTS NALF WALL sHowER t z W/OWNERS PRIOR TO START OF CONSTRUCTION sa• 1s3 U7 3•d sa,rr ———— — �'Bg eIF°�° 14.)PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE ANC NR CLOS. ° F——1 VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES I F CLOS. 15.)ALL HEADERS TO BE DOUBLE OR TRIPLE 2 x 8'B UNLESS OTHERWISE NOTED DINING 16.)CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS 4 JK i " CLOS. °- IN I L————J I� ti WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS 4vxw I IC L—J 17.)ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR W/HIGH PROFILE EXTERIOR & AND' GRILLES.LOWS HP 4 GLAZING W/TRUSCENE SCREENS&METRO HARDWARE a r-,P r-v r-r a-r, 4•a b ' ON. AND. ON. m TW2N OUTLINE OF EXISTING HOUSE TO 13E REMOVED O AND. TW2442 4 TMDD. O IECC2009 RESIDENTIAL ENERGY EFFICIENCY DETAILSOURINE OF EXISTING DECK TO BE REMOVID CLIMATE ZONE SA(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION BEDROOM#2 TABLE 402.1.1(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) LIVING I r FENESTRATION Smx1HT CEIL1N0 WOODFRAMED WALL FLOORWALLACCE984 UFACTOR UFACTOR RVALUE R-VALUE R-VALIIE R-VALUE R-VALUE R-VALUEAA2251 6PANEL OSS 0.60 38 20 30 10/13 10RFT.DEEP) 1Wi3 c NEWEL POSE UPNOTES: IZE,MFR&DETAOHELD.ALSO MANTLE71 1.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. TSD 3 2.10/13 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR © OF THE HOME OR R=13 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL N °. AA"151 AAD.ZI 3.REFER TO IECC 2009 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS AND. AND. TW2452 TW24S2 DN. 4 6 T 3'-1 7-1P 7-tP 7-?• ON. P Bt2' rd Y$ SHED ED D rV ( DORMER) . ZBP asa 4 SECOND FLOOR PLAN RETAMING WALL &STAM FIRST FLOOR PLAN 0-=WM WWOODSCAPE ASPHALT ROOF SHOIGLFS AREA CALCULATIONS 2x12RAFTE� il.6FRIEZEBOARD ��T�SHEATHING FIRST FLOOR = 1018S.F. WIND WASH3VWIDEICE(2)SIMPSON 2TE.54 RWIELDNEctas 3'0'WIDE ICEAYATER 8HIF1D SECOND FLOOR = 921 S.F. ALUMINUM DRIP EDGE COTUIT BAY DESIGN,LLC IS SOLELY RESPONSIBLE ,x 3 STRAPPING W/ 11:FASCIA BOARD FOR THE FIRST&SECOND FLOOR PLANS ALONG �SMOKE DETECTOR 1rr GYPSUM BOARD WITH THE ELEVATION VIEWS.THE STRUCTURAL 1=4BOFFRBL.SO ENGINEER IS RESPONSIBLE FOR THE BASEMENT ©CARBON MONOXIDE DETECTOR i x3�FIITBOOARSn�"�"T PLAN,FOUNDATION PLAN,CROSS SECTIONS, ®HEAT DETECTOR Trn.zxewAu I1 a4•CRwm ROOF/FLOOR FRAMING PLANS AND ALL DETAILS. THE OWNER&CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES TO THE PLANS THAT REQUIRE CORNICE DETAIL APPROVAL FROM THE OLD KINGS HIGHWAY HISTORIC COMMITTEE PER THE SIGNED AGREEMENT DATED 9/14/2011 SCALE:1/2'=l'-O' ALL CONSTRUCTION RELATED ISSUES&QUESTIONS TO BE REFERRED TO THE STRUCTURAL ENGINEER. THE DESIGNER SHALL BE NOTIFIED IFANY ®� COTUIT BAY DESIGN, LLC NEW HOUSE FOR. ERRORS ORDMBBpNBARE FOUND DN SCALE : DRAWING NO. 43 BREWSTER ROAD THESEORE,hNcsPRxxRTo�ARTOF THE!IE RAWIN.THEBUILSNGCONTRACTOR MASHPEE,MA. 02649 W&HESEDRAWING IF ONSTRUCTAENf 1/4"= 1'-0" c JAMES HAWLEY NNa THE SIGNE OFANYE ORS OR KGSBI PH. 508 274-1166 THESCOMME DRAWINGES S AREOUT SOLELY FORTH FAX(50 )539-9402 OF THE DESIGNER OF ANY ERRORS MY OTHER THESE DRAWINGS ARE soLaV FOR THE USE DATE 259 ROUTE 6A WEST BARNSTABLE, MA "�IMCDRAWINGS RE°LI"HTPRamHE wmDTE'I 11/4/2011 Al CONSENT OF THE DESIGNER UNDER THE ARCMffECflxL11 COPYRx3Hi PROTECTION SEPTIC PROFILE VENT W/BUGSCREEN TEST HOLE LOGS T.O.F. AT EL. 29.34' Nor ro SCALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE 6IN 0 WITH F FIN. GRADE 22,Q MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 30.0' - 31.0 WITNESS: DONNA MIORANDI, RS I �g - DATE: JUNE 23, 1999 RUN PIPE LEVEL 2' DOUBLE WASH E PEASTONE M FOR FIRST 2' < 5 MIN INCH PERC. RATE = / PROPOSED 1500 v� 0 3' MAX. Locus J� GALLON SEPTIC 19.75' D 28.0'�;U•U 1 � '/ITEE , H-10 FLO DIFF SORS CLASS SOILS P# TANK (H- 10 ) GASBAFFLE 27.79' 7.62 INVERT UNKNOWN 0 0 I_� 0 PROP. 40 MIL LINER, TOP AT EL. 2$.0', 0 27.5 4' ® SIDES ' MIN BOTTOM AT ELEV. 21.0 (�2-% SLOPE) �6" CRUSHED STONE OR MECHANICAL COMPACTION, (15.221 [2]) gQ 96' L� ED 0 E L7 I;D 4 ELEV. 4 HIGH STREET DEPTH OF FLOW _ 4' 2+ 1 99§1� 0 26.5 0" 22.2' 0" ROUTE 6A ( � SLOPE) ( � SLOPE) TEE SIZES: „ A INLET DEPTH - 10" 3/4 TO 1 1/2 DOUBLE WASFED STONE LS OUTLET DEPTH = 14 g" 10YR 5/2 LOCATION MAP ' FOUNDATION-- LEACHING B--- 12' SEPTIC TANK 2' P.C. 10, D' BOX 14' ASSESSORS MAP 134 PARCEL 13 FACI'_ITY LS 12.2' 10YR 6/8 19.2' ZONING DISTRICT: VARIANCES REQUIRED UNDER MAX. FEASBLE COMPLIANCE 15.405: YARD SETBACKS: to: REQUEST VARIANCE TO SETBACK FRIM PROPERTY LINE (10' TO C1 FRONT 36" = 6.5') ALARM AND CONTROL PANEL 1b: REQUEST VARIANCE TO SETBACK FR)M FOUNDATION (20' TO 5') MS SIDE TO BE INSTALLED INSIDE 1h: REQUEST REDUCTION IN SETBACK T( (LOCUS) PRIVATE WELL: EL. 21 BUILDING. ALARM TO BE ON INV. IN 19.70' 100' TO 88' 2.5Y 6/6 REAR SEPARATE CIRCUIT FROM PUMP TOWN OF BARNSTABLE PEGS: 60 17.2 1000 GAL H-10 S/ PART VIII SECTION 1: REQUEST REDUCTI(N IN SETBACK TO PLAN RE F• - 169/29 ALARM ON 800 GAL.+ WEEP HOLE 2" PRESSURE PIPE TO D'BOX WETLAND (100' TO 50') ADJ. WATER ,c FIRM/UNSVIT. ' 2 .Ls FLOAT SWITCH RESERVE CHECK VALVE r 72 /2.5Y 6 3 SETTINGS: PUMP ON @ 14.3 1 FLOOD ZONE: C , NOTE: 1.5 TO 1 SLOPE 4' WORKING RANGE $' 4 PROPOSED UPHILL OF ZOELLER 'WASTEMATE' C3 SAS. STABILIZE SLOPE AS 4' SUBMERSIBLE MODEL M282 112 HP PUMP WELL: SDW 252 _ NECESSARY UNTIL • PUMP OFF 4' SYSTEM (OR EQUAL) 112.8" obs. water 12.8' ZONE: A PLANTINGS ESTABLISHED $ ADJ: 1.5' PUMP CHAMBER M/F �1 2.5Y 6/6 (NOT TO SCALE) 144" 10,2 v 7.5' ^� . 1cJ (j' �O/.. 29 28 NNN , \`\ 5' REMOVAL OF UNSUITABLE } NOTES. SOIL REQUIRED AROUND LEACH 2� FACILITY DOWN TO M/F SAND LAYER. REPLACE WITH CLEAN MED. SAND. ENGINEER TO , ^�nnr nrr .ter _ ., nI n r n n�nirr� 1 nAT+ In.A is N(;Vr) INSPECT AND CERTIFY REMOVAL TLI TY \ P 23� DESIGN FLOW: 2_ BEDROOMS ( 110 GPD) 220 GPD 2. MUNICIPAL WATER IS NOT AVAILABLE 27 USE 'A 220 88 EXISTING - GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. GUY WELL i' SEPTIC TANK: 220 GPD ( 2 ) = 440 * 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 EXISTING 25 0 5. PIPE JOINTS TO BE MADE WATERTIGHT. HOUSE 22, G USE A 500- GALLON SEPTIC TANK TF 29.34' -� 1--- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 6,5' / SLAB WALKOUT ` 24 ELEV=22.02, LEACHING: ENVIRONMENTAL CODE TITLE V. \ 25 DI 2a TONE N/A 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE � - .--� � / 0 1 RIVE - �\ O�' SIDES:7 AA REQ USED FOR LOT LINE STAKING.'�l . = 220/.75 = 293 SF 7' DECK e ,, '� BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. EXISTING SHED [22 + 1] x [12 + 11 (.75) 224 GPD (OK) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT. gE TO BE S-T ,-' ���st \ INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAIN'ED RELOCATED �ti� \ TOTAL: 299 S.F. 224 GPD FROM BOARD OF HEALTH, CP USE (2) 8' x 4' FLO DIFFUSORS WITH 4' STONE 10., PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPO+OLS V I r °L� ;`� AT SIDES AND 3' AT ENDS (22' LONG x 12' WIDE) AND/OR LEACHING FACILITIES AND/OR SEPTIC TANKS > o 8 OAK 20 25' TOP NK �� _ -- -- - \v k NOTE: DEED RESTRICTION REQUIRED _ _ TLAND _ - t� LIMITING DWELLING TO 2 BEDROOMS \ LEGEND SITE AND SEWAGE PLAN 100.0 PROPOSED SPOT ELEVATION OF - 259 ROUTE 6A 100x0 EXISTING SPOT ELEVATION \ IN THE TOWN OF: 100 PROPOSED CONTOUR ( WEST B A R N S TA B L E LOT 1 \ 100 EXISTING CONTOUR PREPARED FOR; J. D AM ON/J. JOH N SON 18,200 SF± \ \ 20 0 W 40 60 Feet . BENCHMARK: USE TOP OF \ BOARD OF HEALTH FOUNDATION AT EL. 29.3' \ \ APPROVED DATE MA SCALE: 1" = 20' DATE: JULY 10, 1999 O 129.02 off 508-362-4541 fax 508 362-9880 LOT 2 �`H OF down cape engineering", inc. ARNE `9�. a ARNE H. G H. \ i OJALA u� CIVIL ENGINEERS OJALA v C3IVIL 0762 9 No. z .48 Q ,� LAND SURVEYORS �� 9F �� � T � sfi _ G\ 939 main st. yarmouth, ma 02675 ---- ------ ----- 99- 158 H. OJAL P.L.S. DATE ,. - 1 - V SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 29.34' VENT w/BUGscREErI ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE/M. FARIA, SE ND 22.Q WITHIN 6 OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST DONNA MIORANDI, RS ;;. 2% SLOPE REQUIRED OVERSYSTEM 30.0' 31.0' WITNESS: o DATE; JUNE 23, 1999 9/8/99 _ RUN PIPE LEVEL 2 DOUBLE WAS PEASIFONE I rn PROPOSED 1500 y9� o FOR FIRST 2' PERC. RATE = < 5 MIN/INCH 9 GALLON SEPTIC -i / 3, MAX. LOCUS 19.75 r TEE , H-10' FLO DIFF SORS CLASS I SOILS P 9533 .0' TANK (H 10 ) GAS I 28.0 -- ---��� BAFFLE �aooa 27.62' INVERT UNKNOWN 27.79 PROP. 40 MILLINER, TOP AT EL_ 28.0', MIN Q 27.5 C7 � C7C7 OCIC� � o > \_6' CR'USHED STONE OR MECHANICAL 4' ® SIDES BOTTOM AT ELEV. 21.0 (�2% SLOPE) COMPACTION. (15.221 [2)) go � ED � E ED 0 ED ❑ 0 DEPTH OF FLOW = 4 2+ 1 00�� 96 'I / 26.5 1/ ELEV. 1�2 HIGH STREET ( % SLOPE) ( %SLOPE) o a„ 22.2' Q ROUTE 6A _ TEE stzEs: 3 4„ TO 1 1 2.. DOUBLE WASHED STONE A A INLET DEPTH = 10 / LS LS OUTLET DEPTH _ 14" 8 10YR 5/2 10YR 5/2 8„ LOCATION . MAP FOUNDATION- 12' SEPTIC TANK 2' ' LEACHING B B. P.C. 10 D BOX 14 FACILITY LS LS ASSESSORS MAP 134 PARCEL 13 _s 12.2' „ ZONING DISTRICT: 36 1OYR 6/8 VARIANCES REQUIRED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 1 9'2' 36 10YR 6/8 YARD SETBACKS: 1a: REQUEST VARIANCE TO SETBACK FROM PROPERTY LINE (10' TO C1 6.5') FRONT = ALARM AND CONTROL PANEL 1b: REQUEST VARIANCE TO SETBACK FROM FOUNDATION (20' TO 5') MS TO BE INSTALLED INSIDE 1h: REQUEST REDUCTION IN SETBACK To (LOCUS) PRIVATE WELL: EL. 21 SIDE = BUILDING. ALARM TO BE ON 100' TO 88' 2.5Y 6/6 C1 REAR = SEPARATE CIRCUIT FROM PUMP INV. IN 19.707ON 60" 17.2' 1000 'GAL. H-10 S/ TOWN OF BARNSTABLE REGS: ��, 77 PART VIII SECTION 1: REQUES`f REDUCTION IN SET:3ACK TO MS PLAN 'REF. 169 29 800 GAL:+ WEEP HOLE WETLAND 100' TO 50' /C2 L 5 FIRM UNSUIT. / ADJ. WATER » ALARM 2 PRESSURE PIPE TO D BOX ( ) / FLOAT SWITCH RESERVE CHECK VALVE 72 2.5Y 6/3 2.5Y 6/6 SETTINGS: PUMP ON ® 14.3 1 FLOOD ZONE C NOTE: 1.5 TO 1 SLOPE 4' WORKING RANGE 8' ZOELLER 'WASTEMATE' PROPOSED UPHILL OF 4• C3 WELL: SDW 252 SAS. STABILIZE SLOPE AS SUBMERSIBLE MODEL M282 1/2 HP PUMP NECESSARY UNTIL PUMP ❑FF 4' SYSTEM (OR EQUAL) 112.8" Obs. Water 12.8' ZONE: A PLANTINGS ESTABLISHED n 12O" ADJ: 1.5' M/F PUMP CHAMBER LE 2.5Y 6/6 /C2 LS/� UNSUIT. (Nor To SCALE) 2.5Y 6/3 144" 10.2 132„ Q Lo v \ 5' REMOVAL OF UNSUITABLE 7.5 'yR 15 6' 29 <v cv cv SOIL REQUIRED AROUND LEACH NOTES: � �G 28 \\ FACILITY DOWN TO M/F SAND NO WATER �5 57 LAYER. REPLACE WITH CLEAN \' MED. SAND. ENGINEER TO SEPTIC NOT ALLOWED NGVD INSPECT AND CERTIFY REMOVAL E C DESIGN. (GARBAGE DISPOSER +S 0 LLO ED ) 1 . DATUM IS --" T'LITY 2 \ P 3�- y DESIGN _FLOW. 2- BEDROOMS ( 110 GPD) = 22 _GPD 2. MUNICIPAL WATER IS NOT AVAILABLE 27 EXIUSE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. e WELDING SEPTIC TANK: 220 GPj 2 - 440 * 4. DESIGN LOADING FOR ALL PRECAST UNITS To BE AASHO H 10 � T EXISTING GUY (-) - 25 U 5. PIPE JOINTS TO BE MADE WATERTIGHT. SE A 1500 GALLON SEPTIC TANK ti� T = 29.34' ,�2 U 6. CONSTRUCTION DETAILS To 'BE IN ACCORDANCE WITH MASS. 6,5' / 9 SLAB WALKOUT 2¢ LEACHING: ENVIRONMENTAL' CODE TITLE V. y q ELEV=22.02' \ 25 \ -� 6� SIDES N/A 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE : 2 . DIR STONE USED FOR LOT LINE STAKING. RIVE .---' I AA REQ. = 220/.75 = 293 SF DECK - BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. -- EXISTING SHED [22 + 1] x [12 + 1] (.75) = 224 GPD (OK) 9. COMPONENTS NOT TO :BE BACKFILLED OR CONCEALED WITHOUT TO BE S T ���sx b INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED RELOCATED ;yy� \ -� w FPc TOTAL: 299 S.F. 224 GPD FROM BOARD OF: HEALTH. QP USE (2) 8' x 4' FLO DIFFUSORS WITH 4' STONE 10. PUMP & REMOVE` (OR FILL W/CLEAN SAND) EXISTING LEACH FACILITY/ PROP. STAKED SILT FENCE BACKED N l/ EXIS T BY STAKED HAYBALEs AT SIDES AND 3' AT ENDS (22' LONG x 12' WIDE) AND SEPTIC TANK 50' (REMOVE)X ��. on OAK p J 70P NK ® TLAND _; -- -- - "_ ""'` -_ \v� � � * NOTE: DEED RESTRICTION REQUIRED LIMITING DWELLING TO 2 BEDROOMS 1 -2\ 8"f1K 25 - � LEGEND - - .- -- SITE AND SEWAGE PLAN do 100:0 PROPOSED SPOT ELEVATION � �_ or 259 ROUTE FA 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF:/ \ / 100 PROPOSED CONTOUR ( WEST) B A R I V J TA B L E \ 1 QQ EXISTING CONTOUR PREPARED FOR: LOT 1 ,\ J. DAMON/J. JOHNSON 18,200 SFt 20 0 20 40 60 Feet \ BENCHMARK: USE TOP OF ,\ BOARD OF HEALTH FOUNDATION AT EL. 29.3' \ APPROVED DATE MA SCALE: 1" = 20' DATE: JULY 10, 1999 REV.'8/30/99 (SHOW EXIST. SYS) <J REV 9/9/99 (ADD TH2) vy \ C�. 362-4541 129.00' fax 508 off 508-362-9 80 LOT 2 down cape engineering, inc. ���1M of M o� ARNE H. cyJ, �a-\d OF MASS CIVIL ENGINEER' app wnta ors ARNE `yam LAND SURVEYORS ►�92 �' s H. �cp .2634 oQ Q q 9 9-- 939 main st. yarmouth, ma 02675 - - 5►$ JALA, o�qt a s DA TE