Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0015 CROSS WAY - Health
15 Cross Way, , Hyannis A= 245 - 042 I. f I a n ++r 4 i i N { t 4 11 f %y d yyI F II o- 4 Tow, OF BARNSTABLE LOCATION I's �i:ct SEWAGE# l�CAJ VILLAGE ASSESSOR'S MAP&PARCEL zq!s INSTALLERS NAME&PHONE NO.Vgkw )(V\ 7?�nm=,r(wx. SEPTIC TANK CAPACITY 1GQ Q (V=jl L ®Q b LEACHING FACILITY:(type) (size) NO.OF BEDROOMS -3 OWNER PERMIT DATE: COMPLIANCE DATE: J Separation Distance Between the: i 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) A Feet Edge of Wetland and Leaching Facility(If any wetlands exist i within 300 feet of leaching facilitv) Feet -D 'E FURNISHED BY ��� 1 �i IDS 13 s' 2 ZO-15 LIC 22,50 42os' q S, 3��s � O 9.5 (o ci ' 3s' 3 7 s7-s➢ 7 �� • �2 0 �9 1 Wkm- QizG w �•. VIAl i Sol No. r Fee r THE COMMONWEALTH OF MAS ACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS pprication for �Digpotar 6p5tem Con truction permit Application for a Permit to Construct O Repair O Upgrade( Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. ' C l�}`#j — Owner's Name,Address,an el. Assessor's Map/Parcel z� z Installer's Name,A. ess,a �Tel.No. Designer's Name,Address and Tel.No. VU �uur�m 'PPM r? 01 1.1 _ licictType of Building: C��{t17Z Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min. equired) gpd Design flow provided gpd Plan Date Number of sheets Revision Date 7 Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 4 Agreement: The undersigned agrees to a the nstructron and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o 4Ti o Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by 's Bo d o eat L i e y 4. , Date Application Approve 7 S ate ✓r Application Disapproved y: Date for the following reasons Permit No Date Issued '"�"`' `ti" �. .•..v7•'��..tt..,f+,.,,„;,.rtf�i,. rf � r �a a.,iC-t"� .+''t"r(�:' YC�w•�1••• � � �ti�""�+1"_�„%�� ;� j�•• •- •• �.,r., .... - .. ..' �a. _ u,. No. � "�/ (J� y Fee + Entered in computer: t THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ,,.pfJYicatton for ato 0 Y pgtetn Cott traction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. 'S ��� - "U Owner's Name,Address,an el.No. y -_vv 41I(AN \15 �Sfeefer 1 �� � Assessor's Map/Parcel Z 1 �1 Installer's Name,Address,and Tel.No. 74 , C 71 Designer's Name,Address and Tel.No. u� luur�rn Z ���- �R1�P Y�1Asa� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other= Type of Building TIF—S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures sign Flow(min. quired) - - gpd Design flow provided gpd r- Plan Date `µ Number of sheets Revision Date 11 It 7 Q'S Title j Size of Septic-Tank Type of S.A.S. Description of Soil � s i Nature of Repairs or Alterations(Answer when applicable) Date last inspected: j "4 Agreement: The undersigned agrees to ensure the nstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o Tit Environmental Code and not to.place the system in operation until a C rtificate of Compliance has been issued by h's Bo r of L �J 06 Q i Date`.. , Application�Approv y f7 v /� aie� Application Disapproved by: Date for the following reasons . , r f., I,t e _' Permit No. b et Issued .,n1I ` ——————---———————————————- - ———— ————————————-- THE COMMONWEALTH OF MASSACHUSETTS IV BARNSTABLE, MASSACHUSETTS G� 1 Certificate of Compliance j THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (A) Abandoned( )by IL.LI -Tai-eucS at t � I 1 has ben constructed'n a ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms 75 Approved design flow gpd The issuance 'f t i�s ppp��ermit shal not be construed as a uarantee that the syste i I functi�oyn asddepigne•. B Date G!D'" ( f�s�8 Inspecto , , No -Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwigont *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (INAbandon ( ) System located at ' Lid/�/yArf►� 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 ust b• corn leted within three years of the date of this` Date L Approved by f' 1 E:=;:1EF' FROM:STEPH TOURLES 50e77e9262 T0:15097906304 P.1 ctlotl 6 i 10-1HPI ZHK11n I HbLt bUHKJ Ur MLHL I M PIU.011 l"1 F5"4 -I Jdr;Wr ,::al�:�� engineering iris FPX NO. :19083629690 Jon. 24 �Wft 11;ZJJW P1 Town of'Barnstable ;^ Regulatory Services { Tl oMas F.Calcl-,Dimetsir Public Health Division y,; a Themes McKean9 Director 200 Mein Strcet,Hjunnia, MA 02601 Fax! 509-790-61 04 Installer&Deal x-afte-ation Form i Sewage PaIrM t# _ _ �As+�ss�r's 1��g811P�r�eY �75� Pawl insWer: Address: Q was issued a p lt,to in.%R)I a i�j slier) ;1�;'ifl;i� s .d' tJ (✓• - ---e.mo.._bssod an a deems drawn by -y datcd •J l.,; -- vlaa!the Ke a systm refemced above was InvAed swritially accordin to ixiclude minor a oved Amps qadh aia�a Y�i doss®��,e brabtatl� bc�sc atttU�r septic Unk. I certify that the soptic ref eed above was In; lied va�Bth e�� dlaaraS®® (8r�. atu tbt� 101 lat�.l relocation of the SAS of any vertical xelocsti0A®j any gvrmonent of tho septic sy.vzm) but in=6cmiance with State & Loci ti6ns. Ply M Viaim(V 4w8fied as°bWlt by deLig=is follow. A 0ANICA �' 1 ° �tSittlre) ICML ;1 No,48502 (Deeigner's ax De s Stump I 1t'.i .' •p 1T eaQ,nra X TO ` MLE AUQ ffAJ� CDI��14'1 4� (°�RL 9° RCo1�'1 YPHN.Ji 8 .�.,�. �,,,: Ii:��1t}tlben�elF.�sl C.�e1SP�+.tavt►P��m�e2f,�Q4.deso FROM :doi,.n (::ape engineering inc FAX NO. :15083629880 Jun. 24 2008 11:39AM P1 -� Town ®f :O"arnstable —` ` Regulatory Services . " Thomas F. Geilcr,Di.rccti)r � q FRXPublic Health Division. '.Thomas McKean,Director 200 Main Street,Rya nni.�, MA 02601 508-862-4644 Fax: 508-790-6304 Installer & Desi ne>r C'crtif cation T'c'o-m Sewage Permit# Amessolr's MapTarcel oZ`{A� �Irt`Y!iivlGr �°o 4 0w C . (0&-i Installer; LJ G 1 ( 0 V, rej, c/ Address: was issued a.per..mit to instal I a (date) (installer) g:a�rt:ic system at .5J 1' �_J (,:, ---- ......._......_based on a design drawn by (address) a.�� dated. J (desi r) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution.box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than. 1.0' literal relocation of the SAS or any vertical relocation of any component of the septic system.) but in,accordance with State & Local Regulations. Flan revision or certilied as-built by designer to follow. «l OF Aggs _.._ DANICLA. ,, . (Installer's Signature) C1VIL, No.46502 (Designer's Signature) ix Designer's Stamp Nere) U::L I1.Q'EJI8N TO BARNSTABLE PUBLIC, AIFAI j-1J1 A'11Vt.SiC)N !;I+IYI'IIqC;A'TR, OF C i?;.I"IPLIANCE WILL NOT FF i851JED UNTiL BOTH THIS FORM AND AS-BUILT CARD ARE CI;9�EIVE13 BY THE BARNSTARTS,PITiR11IC HEALTH DIVISION. THANK YOU. Q:'I'T:,zlth/Septic/Dcsigncr(:crb.Roilivn Penn 3-26-04.doc FIRCI'1 :do.,n ca-je engineering inc FAX NO. : 15083629880 Jun. 24 2008 11:39AM P2 CROSS STREET 80.00, VENT DBOX zs on c) c) ;1 �\ f� r \\P C\ > ST\1 r {; DWELLING ' UNDER I CONSTRUCTION o o TOP OF FNDN. o ELEV. 10.59' INV.® HOUSE - 8.07' INV. IN S. TANK - 7.6.2' INV. OUT S. TANK - 7.45 INV IN P.C. - 7.20' u INV OUT P.C. - 6.91 h INV IN DBOX — 10.46' INV OUT DBOX — 10.20' LOTS 532 &r 530 INV ® END SYS — 10.10' 9,600 SF± C R' y. 80.00 rF DCE ¢D0E-•110 PREPARED EXCLUSIVELY FOR THE PURPOSE OF 013TAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE 15 CROSS STREET WEST MANNISP®RT, MA SX'%ALE : 1 '° = 20' DATE : JUNE 24, 2008 PREPARED FOR: I9;I:FERl:7N('E ASSESSOR'S IMUP 245 PARCEL 42 �� �EI�1®T�'lC���:�u P BOOK 163 PAGE149 j�OF' Wfa�;E:O't C.I_:'�TIFY THAT THE SEPTIC SYSTEM �AS�Q :5'PiWIN iDfl THIS PLAN IS LOCATED ON THE DANIEL yc� t"R;OLthID ;!S• SHOWN HEREON. A. art soa-sea-kaa OJALA Pax 508-362-0880 No.40980 doanocpe.00m e engrn®ers >®mod surveyors -Z ® � � ------ ------------------ ------- Y;d4'a:;OUNPOR7 WA 02675 DATE REG. LAND SURVEYOR ' ..w^eB�t6!'C®IECKf11C91p319r ��� ;\Server iem_,apvJc 'ts:;!007\08-110 8ERN5TEIN\dwg\08-110®ERNSTEIN.dwg,6/24/2008 12:22:40 PM,RICOH Aflclo CL7200 RPCS,1:1 No. 3 ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF, BARN-STABLE, MASSACHUSETTS Yes Application for Di5pogal *p5tem Con.5truction Permit Application for a Permit to Construct( ) Rep it �pgrade(�bandon( ) ❑ Complete System ❑Individual Components r C�Location Address or Lot No./ off' tl p/ `�/tea � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2 � / Installer's Name,Address,and Tel.Nocell I/ Designer's Name,Address and Tel.No. 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(min.required) gpd Design flow provided gpd 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of th. Si ed Date Application Approved b Date Application Disapproved by: Date for the following reasons Permit No. c�co -J (o � Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded (IX Abandoned( )by at J� �� J'`� ����^l'�/� i'd has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer �lll� ���o�t Designer 49-4 i-ye) #bedrooms Approved design flow .S .3 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector Fee ©© ; 'THE COMMONWEALTH OF MASSACHUSETTS Entered inicomputer: _ Yes PUBLk HEALTHjP,1VIS1ON - TOWN OF BARNSTABLE, MASSACHUSETTS } 01pplication for TDigp0$aY'gppgterrY 'Cott.5iruction :Verna Application for a Permit to Construct Repair, rad - Abandon pp O p (�. pge� (` O ❑.Complete System ❑Individual Components Location Address or Lot No. �' �,y�(M ! Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,.and Tel.No Designer's Name,Address and Tel.No. ��hi � d v 79 Sid 3 d77� e d 4'10 te a✓,o'�, 3 �1 Type of Building: Dwelling, No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) —Other Type of Building d'E'.l: No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets 'Revision Date Title Size of Septic Tank Type of S.A.S. i {t Description of Soil w�. 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 provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of He �th. <l Sighed Date »- .7 Application Approved by Date S. Application Disapproved by: 1,_ Date for the following reasons . E Permit No. cQLCO 5 Date Issued 5 . ———————————————————————————— ————————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 'J Certificate of Compliance aj THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( Upgraded All G Abandoned( )by at 3 G� J ��' 1°� �/�''NJ/d has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer IJI�7 �G���G�v�- Designer •��L'/� �, /7'�iQ J'� r' #bedrooms Approved design flow 3 .1 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date It, �}< �a , <AX:? Inspector ------ -------------------------- -- No. —i-LJ '� J� Fee 0^ THE COMMONWEALTH OF MASSACHUSETTS CJ PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Digoal *p!6tem Construction Permit Permission is hereby granted to Construct ( ) Repair ( jx. Upgrade ( A-< Abandon ( ) System located at S C4� o v-:>,,- 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 ccoon ' i,ons. Provided: Constructio must a completed within three years of the date of this ,e t. Date o�2 Apprk ed by COPY DEED RESTRICTION 12-15-2 05 a :L j o :L 9CX WHEREAS, Merle L. Sleeper and Edward L. Sleeper, Trustees of the Seaside Nominee Trust, u/d/t dated September 25, 1992 and recorded at the Barnstable County Registry of Deeds in Book 6240, Page 87, of 780 Boylston Street, Boston, MA is the owner of 15 Cross Way, Barnstable, (Hyannisport), MA, (hereinafter the "Property"), by deed duly recorded In Barnstable County Registry of Deeds ir~ Plan Book 8240, Page 092: WHEREAS, Merle L, Sleeper, Trustee and Edward L. Sleeper, Trustee, as the ovrner of said lot has agreed with the Town of Barnstable Board of Health to a restriction for three (3) bedrooms which can be included In,any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CIVIR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre- condition:to granting a disposal works construction permit for a,septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the Issuance of a building permit for the construction of a single family home on this Property, is requirir:g that the agreement for 1he restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, Merle L. Sleeper and Edward L. Sleeper, Trustees do hereby place the following restriction on his above- referenced Property In accordance with their agreement With the Town of Barnstable Board of Health,which restriction shall run with the Property and be binding upon all successors in title: 1. 15 Cross Way may have constructed upon the lot a house containing no more than three (3) bedrooms as exists as of this document date. Merle L. Sleeper and Edward L. Sleeper, Trustees agree that this shall be a permanent deed restriction affecting Parcel 042 located on Map 245 known as 15 Cross Way, Barnstable, (Hyannisport), MA, and being shown on the plan recorded in Plan Book 163, Page 149 as lots 530, 532 and 532A as Plan of Land in Seaside Park, Hyannisport, Mass. �/ Executed as a sealed instrument this_Ly of December, 2005. / L lee e . T tee Edward L, Sleeper, Trustee �u� ly o,� �I� ��w STATE OF FLORIDA T , sa `"`yl December 2005 On this day of December, 2005, before me,the undersigned notary public, personally appeared Merle L. Sleeper, Trustee of f resaid, provecip me thro gh satisfactory evidence of identification, which to be the person whose name is signed on the ceding or attached document and acknowledge to me that he/she signed it voluntarily for its stated purpose. A4� L e�►NNllgl5 II w1t 16 G PM14M70 Qs 7 'Notary Public: My commission expires: STATE OF FLORIDA Ulf , ss December r , 2005 On this if of December,2005, before nie, the undersigned notary public, personally appeared Edward L. Sleeper, Trustee of afnresrald, prove me through satisfactory evidence of Identification, which was r.So al 1, Ate to be the person whose name Is signed an the pr ceding or atta had document, nd acj nowledge to me that he/she signed it voluntarily for its stated purpose. Ctlnr►ng `N,�� Mytcommisls on expires: OD0142370 Q� s 9qy. A., oQ? 1!!tli111101 15 R- j r su� OOP V- f�,;2-06, It aFt�r� Town of Barnstable w ,,�� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 wayner Millsr,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul J.Canniff,D.M.D. November 21, 2005 Mr. David Mason, R.S. DBC Environmental Designs East Sandwich, MA ICE Dear Mr. Mason, You are granted conditional variances, on behalf of your client, Edward Sleeper, to construct an onsite sewage disposal system at 15 Cross Way, Hyannis. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 7 feet away from the foundation wall, in lieu of the 20 feet minimum separation distance required. Section 360-1 Town of Barnstable Codes: The septic tank will be located 80 feet from the edge of the wetland, in lieu of the 100 feet minimum separation distance required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. i Q:\wPFILES\MasonSLEEPER2005.DOC (3) The septic system shall be installed in strict accordance with the revised engineered plans dated April 1, 2005 revised October 17, 2005. (4) The Registered Sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated October 17, 2005. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the small size of the lot and due to its proximity to wetlands. It is the opinion of this Board that the proposed new soil absorption system will be constructed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, WarneZkillkV.D. Chairman QAWPFILES\MasonSLEEPER2005.D0C j tNE DATE: FEE: . AM M. REC. BY Town of Barnstable SCMCD. DATE: I / Board of Health 200 Main Sftwe Hymns MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.R Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION *I ' Jr' �S CJ1� Property Address: GQ � �T1 ' KA Assessor's Map and Parcel Number. ^/ Size of Lot: b Ov , 3 �-O Wetlands Within 300 Ft. Yes 4usinessName: A.A. No Subdivision Name: APPLICANT'S NAME:V!J � tk ��J Phone �CJ 3'2 1- 7 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNEIVS��NANX ,�,,,+ �J CONTACT PERSON Name: PUAaV AC.+��p�'lz Name: }>livi r-) Address: � � Address: !-Tui(-AFL F*'!t t I Y,. SqAX>W1C141 UAA QZD/ Phone: 6,P—Z,117 Z I SY Phone: VARLkNCE FROM REGULATION(List Reg.)REASON FOR VARIANCE(May attach if more ppacc needed) i Y 1%2.14'UML Go RACY--K-A r Op- p w co W, VR A NATURE OF WORK House Addition 0 ???7 7 House Renovation 0 Repair of Failed Septic System Q/ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate comtpided sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(eg.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(eg.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him&cr for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or toed sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C r Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner ieasee only],outside dining variance renewals[same ownedlcwcc only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman MAIL-IN REQUESTS NOT APPROVED Sumner Kaufman,M.S.P.K REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (sea checklist below). In addition, please include the required fee amount(see fees at bottom of this page). Make$85.00 check payable to:Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis,MA 02601 Cheddist _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days price to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside diming variance renewals[same owner/leasce only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Ourfax number is(508)790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Bamstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see checklist below): Check£st _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plena or restarrant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for.Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasce only],outside diming variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) f DATE: t FEE: REC. BY SCHED. RATE: Variamw request submitted at least 15 days prior to meeting date For further assistance on any item above,call (508)862-4644 Back to Main Public Health Division Page C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK3\VARIREQ.DOC s David B. Mason RS October 25, 2005 Phyllis A. Villa P.O. Box 301 West Hyannisport, MA 02672 RE: Variance Request for 15 Cross Way, West Hyannisport, MA To Whom it May Concern, This office has prepared a design for a repair septic system to replace the existing cesspools that are currently located in ground water and approximately 10 feet from the edge of wetland for the referenced property. The proposed septic'system design meets the requirements of Title V, but requires the following variances; 1) Title V Section 15.211 the distance between the septic leaching and the applicants foundation. 20 feet is required, 7 feet is proposed with a poly liner, a 13 foot variance is requested. This variance does not impact abutters. 2)Town of Barnstable BOH Regulation VM, Sec 1.0 the distance between the edge of wetland and the septic tank is to be 100 feet. 80 feet is proposed, A variance of 20 feet is requested. This variance does not impact abutters. The variance hearing shall be conducted by the Barnstable Board of Health . on November 15`h. Please contact the Barnstable Board of Health to confirm time and location. Proposed plans are available at the Board of Health for viewing. David B. Mason, RS Project Engineer 4 Glacier Path; East Sandwich, MA 02537- .r } 508-833-2177 David B. Mason, RS Abutters for 15 Cross Way,West Hyannis,MA Phyllis A. Villa P.O. Box 301 West Hyannisport, MA 02672 RE: 216 Sixth Street, Map 245 Parcel 103 Stanley Goldstone P.O. Box 612 West Hyannisport, MA 02672 RE: 223..Fifth Street, Mape 245 Parcel 041 Estate of Lucy Phenix 3 Katherine Street East Millbury, MA 01527 RE: 231 Fifth Street, Map 245 Parcel 040 Mark Klaman 30 Little's Point Road Swampscott, MA 01907 RE: 231 Seventh Street, Map 245 Parcel 044 25 Cross Way, Map 245 Parcel 043 4 Glacier Path, East Sandwich, MA 02537 508-833-2177 OCT-27-2005 THU 04:33 PM TODAY REAL ESTATE FAX NO. 508 790 1388 P. 02/02 10/27/05 We,Dr.Edward Sleeper and Merle Steeper,Trusiees of Seaside Norninee Trust aut orize David E.Masoji/Enginmr and/or James LeEoouf/Septic Installations,to repro=--- the matter of a variance fnr the location of the septic system lock+ ,a: 15 Cross Way, West Nyannisport.,Massachusetts_ Edward Sleeper Merle Sleeper Town of Barnstable P# e Department of Regulatory Services -� Public Health`Division Date KAMw$ 200 Main Street.Hyannis MA 02601 Date Scheduled 3 S Time• Fee Pd. Foil Suitability Assess Ment for Sewage iLsOTS aPerformed By: Witnessed By: DGV, LOCATION& GENERAL INFORMATION Location Address 's C f U SS w�^y Owner's Name 51.eeler i S / Address Assessor's Map/Pdrcel: a q — 0 q Engineer's Name J NEW CONSTRUCT[ON REPAIR Telephone# I O Land Use `D"" '�m' Slopes M Surface Stones Water Well �ft Distances from: Open Water Body Q ft Possible Wee Area ft Drinkin g 1 D. ft Other ft Drainage Way ft Property L�nc SKETCH:(Stre a name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i 1 W Parent material(gegiogic) ( Depth to Bedrock � Weeping from Pit Face Depth to Groundwater..Standing Water-in Hole: _-- Estimated Seasonal Tiigh Groundwater DE A ION FORS,E^A,,SIQ�7PT}'A� 1 G WATER TABLE Method Used: In. Depth Observed standingin obs.hole: In. De th to Soil mottles: ft. I in, Groundwater Adjustment Depth toiweeping from side of obs.hole: p ,fai:tor, �- Adj.froundwater level Index Well# Reading Date: index Well level = d� PERCOLATION TEST . Date- TIme-. Observation Time at 9" �.. Hole# ' J Time at 6" Depth of Pere i Y ..— lime(91'41, -- -----�----- Start Pre-soak Time.@ -— End Pre-soak =' Rate Min./Inch Additional Testing Needed(Y/N) Site Suitability Assessment:,,Si Site Site Failed;Passed ._ 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 C4#servation Division at least one(1)we&prior to beginning. a:\SI PTIC\PERCF6RM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other y Surface(in.) (USDA) (Munsell) Mottling (Struc,'ure,Stones,Boulders. Consistent % ravel z IL L 1b b DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) :DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent Gravel ' f 1 `:DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structute,Stones,Boulders. ' - Consistent ra el Y Flood Insura*Rate Map: Above 500 year flood boundary No K Yes Within 500 year boundary No Yea`. , Within 100 year flood boundary No Yes✓ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious vial exist.in all areas observed`throughout the area proposed fbr the soil absorption system? /� If not,what is the depth of natu ally occurring pe vi us material? �l'rt Certification I certify that on. 1D �' (date)I have passed the soil evaluator examination approved by the Department of tnvironm tal Protection and that the above analysis was performed by me consistent with the re uired training,ex s nd p rience described in 310 CMR 15.017. jam` Si atur Date 131Z — 6 gn Q:WEFrncVERCMRM.DOC tel.(508)362-4541 939 main street rt 6a tax(508)362-9880 yarmouth port mass 02675 Down cape engineering �I civil engineers&land surveyors tructural design Arne H.Ojala P.E.,P.L.S. Daniel A.Cjala,P.L.S. tnd court April 13, 2005 Timothy H.Covell,P.L.S. urveys David Mason, RS ite planning 4 Glacier Path East Sandwich, MA 02537 ewage system Dear Dave: lesigns Down Cape Engineering,Inc. performed a sieve analyis on a soil sample from 15 ,�ct1p15 Cross Street,Hyannis, received from you. The results are as follows: sieve size wgt. ret. (grams) %ret. %pass ermits 3/8 0 #4 1.6 .46% 99.54% 410 4.8 1.4% 98.6% #20 11.0 3.1% 96.9% #40 30.1 8.6% 91.4% #80 201.2 57.5% 42.5% 4200 332.5 95% 5.00/0 pan 350 0 0 These results indicate fine to medium sand which is considered highly permeable. If you have any questions regarding the results, please do not hesitate to call me. Sincerely, Arne 'ala, PE, Down Cape Engineering, Inc. o2�kA�tH OF Mgss CyG 9 ARNE H. N � OJALA a CIVIL co No. 30792 FG/STER�G���� SS/ON, E� E , � D A m N Z 3 yEy D D 0 A =m ip y A T m A m m r D c m �n> m D OmN m A O m'p D mm D i y n D ED z mznDO _ m D Ar Dy D TT D>6IT, Vl D pE AA T-6• IIT,mm r m A A�D'_<mp pE D rn N FOs i____=_____�A_i przc z.EWnm m,rp X�X D E 1<II AS ' �C�r °r10 A I=II O i A N x < m` ID m ' D m im A CN O E, < A i m , m A r 6X DO AA A m m m. x D z N m= U' ___________________________ __ __________ - , al_________f Dnm-O mynmg �noi° . -/ zOD A O Zn OD A y Oz°mmt. O�Ln°'I X °OzmAz ATDDA < ii , 06y2Z T➢yX P o�yiz r6003 Z I = ' 101.E A1z UrX y, 101.E 03\ O _ - O n E TZODOAml<II N "'RTro_m0_____A N n0 Dr? N ND� X N I m°A� •, m I ' Oz mOX N m�D DS➢' m �E �_______a z mOX , z ODa m sym - mr¢DN ; mo' n0 , ' ODa TE mOi., ° yNr�- .. DrmOfmN �1mmm zz D.x�, iIIDZ'"f DZm m�rp E mOx zw ON D AK4<- m➢<nt [lE OTu A0,7 q3 D D D �w A'MN E+„X, �" m n co m-'------ Tommz Tw AN 'mAr(T m 0 p nW °.+m x N A on o An zW °y �pMET mm A A i ° <D ° =in =y m mm ' ODA mA % m o A in % ',mOr0�m , M ' T 1 _1 u A r X N m= m I f__ _ I z i____ I _ O iDm' IDI E�7nN I __ ________,___ ___ N I�.—._.—.—.—...�. N ---------ana 11 -----Y--- .. - .-1 'wiz_ a (1X `-'---'1 ' --1`__-__� ' --'--1 rm° D Pm <OX nN ----- no Dr MI. -y E E mTAu N~ LJ17°add OMO e X L:E Omi?i'TE300Y: (1 Z - C70 w OSN NO wE IN> D O % yw AA i Ul 3 E O Cw i O Z m T ilpX v OI IAA sm , ADD .71•LI X C LSIX3 A I ¢ 0 0 I O°s .71 a I X L IX3 "WiD m n m m OnR' An DI"'O DAT O°"mm—V °mIIAD i y D N K i m1no i 003zz ' mTET DN -mm -E A V KZ , r j r 461.E MTET I ' D AA 162E DOz inr n m EY r - \ \- , ,ror 0 - y }Zm D nm Om-y.__---Y_____ D r mn m O zlq___________� pmE (n N mz A)( �, mrnm zCx oc rx< 'D > x°o D J> =fix OTN 1 m O -inA T T 3�0 E� OAIn And XX m2ti D ZZ ' rnn�.lom° rZ And OmC im EDC. TN p PO r M E 1A i ' "-1 t6imN ' n 1 r i n y m°m r I py An° i N 00 All I c. m - on N L➢jr�� "-�iDr1'-'1 D6m 1 0. ;O r n m �zT m 1 m r Zc m p fo« (1X<r NOZ m z C �� m0 Z N^ TWmy AO� n DZZ _ IT! ° T n O A A., XZ�r O 4 z ..f O f Xni _1 EzO . .N O �yw' m°IN aoycw, xDA E •S 17lI7°3ddObO e X L'f 7NILSIX3' - -�<°T - r .S I � r I I I r •I I >< ; , I f______„ __________________________________� 1__________�_______�________ r I i r, __ _____ ------ -- m , i _._._._._._.may_._._._.i.s.�.:. O , r r _____________________________________ 1__________f._ y , $g= �5% rton= `Z ODa OzmE nm <O% E mTwl nw6<r m TETDLA iFIFX� w A'^ wmD NrnrOE Cw 3i1 1x r s X°c Dnmio % T f______i ^' .Dnm-p0 N CN X EpnE�D 6D A AD O on ix Oom N n=DZI y °omlz._ mrnrOE A -X O- z O mm� O-sz DOmzn 3 1 _ 1 r i A1(\En- 1 z E \ r , OOmyN 702E mAzzm nw0 1 x -I \ °Am°1 D n 1 ----- -- r`----_' X aaa _z I I f r000s TwmD pz1 D1m ° m nyN °N1 z I r i �3\EO 1% r N N pyOz C`NX I N rr N I ___________ 'I O mym I Ozmm' ." , DnA1m �,',' n=mm, i^ 'mOmf_-I i. .I I z-p , zw El ma,C,mD N ➢DN z TDZ U+EDA r r 1 m r n r�______J InDA� A - O'<r •- IN Nrr , ZT DZm I I' Xj Dam i0 1 mrD A _ D iLy A mm m -r XmI, m = ' I m°� ➢mA0 m iX °ammm O �X r` n ° Zi7 NEDA pmE AARIm o^' i mD<n= o nv i- .- -----I 1Nm ;AOF D-103 A <p�m ° A T°fn6mz - A < �0;0 'Dmma0 9Or mwx ° <p a �cmE f�.Dmm Imo irmm N D A nr D 00 AOr z X 1 m m mD mmE ° fn p 1 IOm, 11�(A �0 m;u f<II m vEA vN i m D mD mmET DE .__ ____________________________________________________________________________ ____ ' rD m A Z y z � I I , rm 0 D D _ ; D O > Z = E _ D 0. r � , p REMOVE LEXIST. FND WINDOW fN ' n O Q T1 t__________ - O WA E EE U EIZER _____________________________________ I m_ m (SMART VENT) ______________________c__ �_________________ _________.' 0 M a INFILL WALL.GRADE For m r AND REMOVE WELL nm° -N - IF REQUIRED) A REMOVE LLEXICCST,��F��ND WINDO D OD - n^D WATEREEQUAEIZER _ r C pm (SMART VENT) SEE ATTACHED DETAIL DIAGRAM X1 D INFILL WALL.'GRADE r _. 3 mz ,AND REMOVE WELL ;..- .:' Ut A IF REQUIRED) D An DA on A V Y lCNL'1 C�1'-4 _M,A.OSsL,1E cwJ.1 ac m FOUNDATION ASWCAINANYo,ERVANAIUSSW COPYRIGHT DATE REVISIONS AS NE.tDQ AND "L CONunc"S.6ML- NORTHSIDE WNC YAIIN ME IM(nNs 11Y K NORTNSIDE HEREBY E%PRESET G T Z e a-sln:V'. ET cR coNsmucnaN RESERVES ITS COMMON LAW DESIGN SIIPEPMAd1, EfC, NORTNSIDEDESIGN DESIGN Am Es No REsrowveUN OR UA13AJn COPYRIGHT. THESES PLANS ARE NEW RESIDENCE FOR: FM ANY LOSSES CR ONAAC[S INNRNES NOT TO BE REPRODUCED SLEET N0. WE fo ENRCNS UN WSLCNS IN ME CHANGED OR COPIED IN ANY DATE- PLANS CR SmUCILIRAL IX—ENOES N ASSOCIATES DRAM B R A D L E Y T,E OESO+.NORr WE OE90N ADM S FORM OR.MANNER WHATSOEVER 01/11/07 15 CROSS WAY MAr ePrarc BE?"a nT ttasmucna, N1THour'F1Rsr OBTAINING THE INESE.-PUNS II NAAEN O YOUR OK DISTINCTIVE RESIDENTIAL k COMMERCIAL DESIGN EXPRESS WRITTEN PERNISSION O 6UADNL DtyAR,Ndt AV& INZECmN 1.1 YAIH STREET•YARMOUTHFORT•MA 02675 CHECKED Ew REMEw ANO APPRUVAL RECARgNG MIr (•.f06)J62-22tG.,. (SOeI]62-9602 AND CONSENT OF NORTHSIDE HYANNISPORT, NA. Poss�LEDIS EENacsNSMUCIUNAL OESICN. 38-8' •-EXIST - - mA TDm omzm �m T-8 i Lm P03 ()A 3 OE A3 r°� yDOp pm @Om G @< TIZ Z O ________ �m KZXm ____________,< L ph m ;m m°TO N zmD IDrb°�,i to iX y m23 y°X K 'yEAa < D N m mAE m y u 0 m iOp E Z X1An O pDlr'• E L. IT, 0A n Ofn3 N ° z < n F:r A pr m I D O�07 RI �o III J B- I � MAT mm r �I - 3 l l Dr f1E O yT^ M(f1 FAO i 30 y -3 TIA-v D A. ' ___________ems.._ N _ �i__ DL__6R J➢Q._ Qm____ _ _ m ZE) EDm •G________________�IInn�ati z L mmzim -/n DD 3 AD mD ' A3�Z �A' ' '� La �AN f' -m T S-3 TY A I EAl' 2 D A -O m rp1 D z0—m C---- ` m ARi_.ADX mo I m > pmo�m �I i • E r �DrpO W i i A i r m K mG� I mzm CI^ I% y mEf<n EZ Dbn ' ' ET Z E< W • Er - Em\IE _ Ay-i Lm Z LLY U �_i I V OI^11=Nm m ____ D - - XE X r DX= D Ems•, U!>n ImEn E 13'-10' <IR p ZDATXR I ' , '•D °EA X l '• rD i rNm i „ Ar ' CLEAR O' ry i�•r•� m0 E�m N y yL(P r m E y 4 1 1 'r C N - A L < A _ _ I y T y m^ `mm E _____ n �-_ _ _ ..m p D I m m° LY X - I _m ---- - --a- - m / .. N D - ITT NEW SHELVING n 1I -1 IT D I <r CIE ^ < , n z .' Y�. CUT NEW C. wTX22 A 5 E EAM IN EXIST WALL °. --S EEL BEAN- ________ y Em2 TI-1 WI]X30 ' I TT.I^ �ip0 ON OA fY-1 i M. 10L8 C.O. A NEW GOLB A ON Nm LVL HDR Tm C.O. 0l. 2:m Om Om yE .0 I = 'F1� 3 �0.. -DA-N AO V'i �(/�\�1�� Or'+' ET TEZ'J'EI<n AD mmOm m 1�J I I r mi jL 1nDc - mD m w omNA I ITT X y,' ��,// I mp Ln@ imp a p m Em !j I AA N I��I AA fY °m m zN _-I y +�� I m0 ITT I"y!!YD <A m A my INmr - !�1 EZT i y r D 3 E (Y EU, i mr m I Y °ITT CI=jl i m yr W L �ii XEc I DOA O D �1 E AE Ai ° :r: n .= mNm-D 3 . 5---- - _ 0, INO TTT --------In O N i1 Dom m m <Z Dr it i NEW T A �m9Oo; a '" m omy m I DIO om 4-e. - r am GR Ir Nm/Zl m � m E mElym; -1 Q Dm L, m A m 01 I °X m� I. ITT W AZE aXI C) m i 2 mvEX D D I al OITT .E• II ITT ITTym aN� _ mn O AEm I, m E 1 �•• 3 Ey 70 I �� r O DO@ Oi m w I m �f OO AC O I� pOCY r I - j�'IjJ m -- i Z < 0 % i , [ m O ,EA i I i IT, `�O m Vp ZDm I =EA 13 y ZEA ________ 0 Emz Z I11 A E �rr-� I 1qi <° ITT A 3 I.1 0 E 0-aT03 NL, P'< rN° I., I D rN° 1p1 fl E32m ON �DrEO< ♦ mD iEm I EEm �'i p -IN EEm Ix% D.ae -1 nENm_ ° mzm L- Y:I L- I / y ITT mmL A°X mzm YAI E mzm mnEm ' A m m mod, I ACI Y m OiA ApX 13/1 X�9 I/ LLZ� i y(R EA X I Ey m,N �� X m0�, LVI ° O-1 ITT N me'Z , AOlnu AN-I /�l U, 01DZ AN- Y XEA _ I r' ymOm UT 00 A i ODn ff 0, ODn i'i .. O� Y �m0 m �a f z yn �-------• ---- m� K AA O O E O ° mAmm �p /'I m O �L� _ E D " E Ir-L•.-Ewsr o A m A .. o m y _y A AU QJ m (ly• yu 2 O O' ' ON rN K Dm ° y ITTX �`+�: yI ,•.*'���N my 0& IDz °m m0 i m N G� y A ym mn r X <AxTxl Z In° r0 C; D ITT nL C)m A� m O(i iom A mo . - ___ ___________________________________ f y •<E < y m O u X 0 ON _ _ , m p I AOO m f) ^A=EA _ y AO° N-Dr" u' REMOVE EXISTING mNi ^A y • -Ulm DT R1 A nA - n\! /JAL\ CEILING FRAMING I rm E c^ zA- 3 T mX mm pm y =m 1 1 I ]X G IL'O.C. I �O m m "oo _E 3 m Pt0 m = 1`/J .'REPLACE w NEW,IE:'1/,e'T.J.I. O m y OETYEmm DON flmOG 4 LO O�rmz (rl� FLOOR HT.'TO- < =m _ y D yEmi y A-{DEm AE Em DAO Av MATCH GREAT ROOM) m z Au ZEA X OZ L<m 3 mzLK210 p0 � .. � y0 AX A - LY T. �m N DX r°C L O, mm E O L� -I OCt m'. - OD m y NEW LVL D N m 3 my_I DAD Am D' O p0 DTIm Am I mi m 11 D O .. KO O C m I N col Kp-D D 3 3"A A QL' ' O _ r Vm 03F, N O y. 01 t10 3 O D-m m :-E _ m <E - yOL <I m LAD z< I y0A 3 Z X mm __ _____________________ vAz D M. 0 Dm OL m 0 m •Ea =pD m E ______________ D ITT O I O< mi 6 X XXJy U, OLm L m D X I m / 'N D-1M-TE X A IITT O E X K - im 3 X ITT FWTLON WIS IA11421A11 E Iy11uE qx --- - ITT O 1= - D� " 3ny 0 I nK REMOVE EXISTING em� 0 A f� STEEL HDR i Gin n WINDOWS AT REPLACE WI2X30 LL WHERE RED.) REPLACE W/ m NEW HIGH TRANS. IAi1 TDYX _ WINDOW my E E zm E mNZ NCp �Km Zf11A O ' SAE DFS pD3 TX= ^ ^ r< E ETO @yO GNO< rr-y° 001,E i0 Em _ L mm -1-x1"4 zm y m e"m Oyxl M. A% D D my Q X ITT E Nmn AO mN N m NA m y m ° Xm nAl2 U7 1 y > m E n 1O - OE .. Z O 0 m A - z 1 ° o 0 -1 O E .... m m N N CL 25-I0'•-EXISTING 6'-10'•- 18'-0'•-EXISTING TE MO C CODES scom t/a..P-d' GREATLY AMOSSLrIE CaNml. DUE i0 COPYRIGHT '`�- DATE REVISIONS FIRST FLOOR IS AANCANYOnERY`RA S5VCN NORTHSIDE AS Y,EAMFR AID So CONDITIONS. aML- rnNc NATETnALs,ne INP0-1 DE NORTH SIDE HEREBY E%PRESLY oN-vTE.NSPEC,, OR CONsmucnw DESIGN 0 1 2 ♦ e SUPERVISmN. Erc.. NORTN90E OEAAI T RESERVES ITS COMMON LAW ASSLNES NO RESPONSNIVTY OR LIABILITY .DESIGN COPYRIGHT. THESES PLANS ARE NEWRESIDENCE F FOR ANY LOSSES OR DAMAGES INCURRED NOT TO BE REPRODUCED SHEET NO. DATE. WE TO BRADLEY PLANS ORRSTRUCTURRCRS OR ALOEnCCENOES N ASSOMATES SSTONS IN MECHANGED OR COPIED IN ANY DRAWN ITT K�-NORMSDE DES,CH ADNSES FORM OR MANNER YMATSOEVER A I 01��/� p .AT xEEORE CONxENoxc COxs1RNCnON. WITHOUT FIRST OBTAIMNG THE 15 CROSS WAY MESS PUNS BE TAKEN To YauR Law DISTINCTIVE RESIDENTIAL&COMMEROAL DESIGN EXPRESS WRITTEN PERMISSION BUTAxD DEPARMENT AIO/Ot ixSPECfp1 141 MAIN STREET• YARMOUTHPORT•MA 02675 CHECKED HYANNISPORT, NA. FOR REMEW AND APPROYIt RECARpxL ANT (S08)J02-2210 (5UR)]82-9802 AND CONSENT OF NORTHSIDE POSSAI£OiSCRmpOES N 51RNCTIAt/i DESIGN. J S \ \ \ w\ OI \ ITT D \ 0 \ A \ D 1 1 i m m m E E 1 < < . 1 H ti FIT ". O o 1 0 ., n m ------�- �----------- '-- 1 m ITT m E 1 m m A ITT E y V ITTS DJ I D .. E O'- . u.C 1 DT 3 A N ;m D 1 m O ;m r 'pmD m .p Ip 1 Q(II i W X E _E O I E m A m m A z y E E D m E < ITT I = m0 I m I Ad0 A mb / __ _________ E < O D S E -0 13-2 D W t�111 T JLE E 0 m AA OP FWTNIIG /r\ - /Y1 I -(rrA / �Or , (`J) F`J) BUILT IN L OD ITT E / mN '._..W O DI 3 m E N nAp ----- _�____________________________.�_ < .� O ITT m —DIN ~ mm m �AOV mFay Z.�m \ ATV K O 03 0 / aCAN / OAV \\y SCAN O =p . ITT / Om / 2t O m ~ A A G( mi X ITT N O by V E < W A "\ - FWTfiIG' A nN m Nw m \ \ \ m meAiLrxA� rtiE caunmr. aic ro SECOND FLOOR AS AND MANYA 93 YNN TN sua NORTHSIDE COPYRIGHT DATE RENSIDNS As NAND M Axo s0E Cwa us 8 aTc NAT _S.mE IMP w."a NORTHSIDE HEREBY EXPRESLY a-STE INSPECna+os CONSTRUCTNN DESIGN ° ' ' 9�WSON. ETC.. N°°'�°`OESKN DESIGN RESERVES ITS COMMON S w ASS.m No RESPONSO TY OR U�MTY COPYRIGHT.THESES PUNS ARE �T FOR ANY LOSSES R DAMAGES IN NE CHANCED OR COP"IT TO BE IED IN DATE NEW RESIDENCE FOR: �ORSamK�oMs�SIaEgIN ASSOCIATES DRAWN BRADLEY THE DESGN.NORTNSOE OESGN ADVISES FORM OR MANNER WHATSOEVER . Otr1/D7 TWAT eEPORE CONVENONG CasT TI WITHOUT FIRST OBTAINING THE 15 CROSS WAY ESE PUNS m TANEN TO oUR DOCK DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION BUt .c OfYARTNf l ANO/CA uISPECiQi 1f1 MAIN STREET•YARMOUTHPORT•MA 02s15 CHECKED w-E.Axo AVPRov.A RmARdxc.Nr (y�I 3ez-uw (soe).362-9802 AND CONSENT OF NORTHSIDE HYANNISPORT, MA. Pons®E asmwcx0ese SxM[URA DESIGN. TOz m . .. ... E AAE E E ..• 6 EpA E Y'Az3� K X <X D,16 O ix IAllm00 vm vW =myD E A A 3D, y. Az N 3DON T A A �OAimm mm C Opp 1 MXXm 3 3 Z. x mmoo AA n m y3 E< zD I X z D p,,.mlplr N]c I D y Tm T< mi m E i mxx y O D im m m= A I A z DD x izor 3 I p 2i a m L Z i Z m NA zp E Dp SE iL p c Z mZE z0 DD D m0 i O NCn zpi m A .lml N imA m NA - N �= y o m po I .. m I DA A LO N In -1 2 0 N A m A Tm i O Ic O Ir-m n m _ Er < ml n _ ma E i i Ap m A p. m O m D< MUM m to z i E O - y n A O E O m m < ®® moAm i <nm - - < i n mo nAp �00 O r0 9T AC i I A T TL C, Ai Omm II T R W n I m 0 I lm^ = m VI I I i D < E E I m C p n n o = m ®® I , m = 9 I M I a < E II m m < N 0 ®® I I n D DIFW n {I z n b it II N z I I Nu vn L I I E No DD111V11 A O L uam n m ®® D n �^ °R o A = i A L o DATEN A E m N m E n E Dn E NA_ ®® n m _ �IJ �mi E a m u mp n Do 0 0 I0 o o N A m li A n m I i I z I A i I O n m II•-o. < m i I z m n z E OOAm Om m,,,;oz.. _ EOOAT I E E =E E A=a, E i X Ix E u"ImpE E my y X mmop A A E m �W A n 3E R 0<pp n p0Oymlril Omm N E Di i I< X w Xm p p L N A (�i 3 3 i TXNmA z Np x yz m m y3 N Am N x z DTE ti DE t im D im p Za DD A or p OL V MA A D AA m0 P yi m A n mo m m SWUM 1 ••-1•-r A S�AND Y COPYRIGHT DATE REVISIONS CREAKY ACROSS ME COUNMY. OIIE TO ELEVATIONS AS MIS AND MANAND YOMERVABARE4 UG NORTHSIDE qNC YA"....ME�l po=ssRBUfY DZF1 NORRISIDE HEREBY EXPREAY 0 1 3 ♦ ,N-STE—RI 0N, crocN.OR O NNsSAEMD"'" RESERVES ITS COMMON LAW DESIGN - AMMES NO RESPQIBBNTY OR NABMTY DESIGN COPYRIGHT. THESES PLANS ARE NEW RESIDENCE FOR: Fm un i05�OR"AMAX3 N "m NOT TO BE REPRODUCE _ SHEET NO. 0.uls oR smucTUIKISOTotTbEN CHANGED OR COPIED IN ANY DRAWN GATE: BRADLEY ASSOCIATESFORM OR MANNER WHATSOEVER DIC..Lf/I.Nt"n90f.OCSNAI ADMS[5 r REEDRE COInIq+CAIc CONSIRMCnON. WIMOUT FIRST OBTAINING THE 01/11/07 15 CROSS WAY Mrts PUNS a r Na ro alR oui DISTINCTIVE MAINS RESIDENTIAL k COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION CHECKED I BUIO"C DEPARTMENT AnD/DR ARNN OR 141 MAIN STREET vnRMWTHPO(5 •MA-9802 AND CONSENT OF NORTHSIDE /L/\1\ HYANNISPORT• MA. POSSIBLE DI e"`EPCN"c l IN ITTI icrl"mwANY (sos)>ez-zzro (eoe).nz-saoz DESIGN. E OEAE OE 9 X 9X - E mAm"H O'E m w , (Y i�Ap �Z i ✓-1 A_ n mpg0 N I E nN _ y I A I I I A n Nm _ i y ®mum:-: 00 E p< yl' A m p E OX m AN < my mN m tZ D np i ° O m a r N y l_ E u m y = p OAE 3= m n X iZ 00� Z r Icn E20 i� A -AD A E IT OAO 1E r HOME Z m N O xb IT � _ mz DNE E i m m Xm m _ O o —1 ❑o ®® I r 0 O A Xn Em z Nr E y mmE 2 ymz� ®® czpo om D y X 6 mp O O E E I E E I 1 O Z i pADy- �- O E E�O�ErOz OOiX ix m fY ix yX i nmZ� aN T m YI < N 'a Vw mN'X-Xm Z AxziyO2Dy fAjIN 2 3 'm^ mymOgo n� N �D D Lm. m OD Az Z3 M.E m my C.N p in m Am M z� N N I .. I I My SCAM 1/��1'-d cnEA%l Amass TMc-COU-1. DUE m .. :r.'(iOPYRIGHT DATE REVISIONS AS A °"�—noN vAR'ADUES NORTHSIDE ELEVATIONS 5�'"'�AN0501CON01n0N��"` DESIGN _ aNc AIA EERALR,oN R cowsi c a' RESERVES HEREBY ON LAW C 1 = 6 SUON-SITEASPECTC_aN cmS,DE s DESIGN RESERVES ITS COMMON LAW ASSLWS No ETC.. mN OE UE U COPYRIGHT. THESES PLANS ARE ASSUMES NO RESPWHS®II rY m I/AaMry FOR ANY LOSSES m DAMAOES INCURRED NOT TO BE REPRODUCED SHEET NEW RESIDENCE FOR: WE TO ERRORS OR OMS"S IN iK ASSOCIATES FDAV B R A D L E Y PLANS OR STRUCTURAL OEACIMES N CHANGED OR COPIED A ANY DRAWN rNE oESlm Nm ".oE"ID"Es FORM OR MANNER WHATSOEVER m"r I£R1RE—.ENONO Cmsma—' WITHOUT FIRST OBTAINING THE rNESE ILANs IE rANEN m—L DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION IS CROSS WAY iWNOMO DERARTNENr-010R INSVECrm 41 MNN STREET•YARMW THP Mi•MA 02875 CHECKED Em REWEM No AlvRovAL KCARONG ANY (1 M N STR10 RT ,Az0y26� AND CONSENT OF NORTHSIDE HYANNISPORT. MA. LSSBIEaSmEPEN( s1.SRNICYUtAL DESIGN, N E mN �� L on D 0 v D mD A N i3 i i O D ]CD W EN O Am O mm D A A E N mZ \i 7T i E V AN N 3 S Z pi (T m0 r i0 CT pE D a m Tl N p 0 O\ E <rs = DA C) zME On O N ...�, X n �° mz T Vp Eo Nro Dm N Z n o vN n m - D Z - - m m �. E n O m D D r 0 D LL ,m m 3 IT 0 AZ MA m Am —I Ea _D zM An r OT 0, n� n i < o Dv rO W A mE D m A C, O N E � L () E N N N A O D D i A m m > Ul N • m . N � r N D -D = mIN I I ou o .0 ^ r \7 O (YD A e m m DN D X-1 p \ � A m D C)- X m 0 - m - o \ in r \ a IA � O p p O E r IT, n� mOS f— o� ? o a C, mom D m $a A L N 30 r 0 OAA D $mX p poy IT, E OtL m (ml OmZ m ,jEA c t m O Dm A z O m pDD M ITA p O m0 W CY ?D;00 m °om OMIT MIT,AIIT A DNA Olom A A TIT C, m m n ��° r c+ X Az Fl m i <Flr� < m CIE ° i A Acm Z < _ U D O iDd i y ow A m E N N O A = r o z m ° o N n dD ' r �CC\\ 71 •; S O r i ° 11 TO P 4' ' E �Z E ° m O D X = m N G m 0 i r a g m > X ;m O E E m Z O m m —{ O A D O D < _I m A O O m \ 70 L 0 N m m N p OmiO D _rnF r ��r r O o< zD ZNp CZ, Er ETm N< D Z ° NU L A u SCAM CREME+ACNoss 1NE caAlmr. DUE ro DETAILS IS ARO MANY 0 NER V Po H f$S,C NORTHSIDE COPYRIGHT GATE REVISION$ AS v.4AMCA AND SUL CONd BONS. " p.MATERIALS RE INPOSSIBKJry a NORTHSIDE HEREBY EXPRESLY DESIGN C T 2 4 E ON-SITE INSPECTION OR CONSTRUCOON DESIGN RESERVES ITS COMMON LAW S RNSICN, ETC.. NdtTNSIDE DESIGN COPYRIGHT. THESES PLANS ARE ASSJNES 110 RESPONSC4LITY OR LYa V raR ANY Lossfs w DAMAccs INRIRRm NOT TO BE REPRODUCED SHEET NO. BRADLEY DUE M ERRMS DR WSSCNS IN ME ASSOCIATES CHANCED OR COPIED IN ANY DRAWN DATE BANS DR STRUCTURAL XE NCES IN FORM OR MANNER WHATSOEVER . 01/11/07 THE OE9GN.NCOMENC DE90 men NOS THE E3RJN. MMSKX D CONSmOt11DN, .Y1I TROUT FlRST OBTAINING THE 15 CROSS WAY TNESC aANs aE TAKEN to'""CAL DISTINCTIVE RESIDENTIAL k COMMERCIAL DESIGN, EXPRESS WRITTEN PERMISSION 6UKOINc OEDARTNENT AND/pi IN�CLIOi 1+1 MAIN STREET•YARMOUTHPORT-•MA 02675 AND CONSENT OF NORTH$IDE CHECKED HYANNISPORT, MA. rw REHEW ANO APPRDYAL Rfc RUNG ANY soe)}ez-z210 SDa)�az-S8Oz P05519LE DiSCRfPfNgES iN SMUCMRAI DESIGN. EXIST TO MATCH GREAT OON AZIGi1 DKD z 3z D0mDDD A< mm cA <- OMM m Dmpmo zzorm EXIST II'70' Z DUS E yEmFA000➢p mX iEM �Dy p1t0 KDy A xrpZZKi)(mK Az<<AI. im mnm m. p - E i _ Pm. cm D p" 3z 20 ?ZX DOINiI ZZC 00 vZEmDm m W A pOm Z OE r00 E 00 DO N_ANm NE O mpn I(1mIR X MX 'EIIz1K 3DK pA 1, C'Cl .lz< p mEm m� N0 IATIy Amm rZn z Dim =OAD K A� ...pEp i_=m�L01NI1 ym mm WO KNO 00 m AE AAm mr c y:am M pr Z m2 A(1" M. pcm mm oXz XO O D DG so A 0 A Or 0 3 DO N A iN 2 S. A O Or AN y p0 NI �T ZZ mK Amm K NK0 N 0Ay p ° fpll O CIO 00 N0 AE MDm = V y A D < 3 ,TOj 00 00r AN >Am m KN y -E AA; ° N am- c s0' EM mm; m r Ur; - O' IT] X: ITI m Dr0r0m X 7CZ n O70 Vm N TIT X i e rr ^ Ayz Z In e fP mp'm )( r� _ ______ _ Q pmN Z m = ° n o m o; m� z Np>G� E m n An- m� m N O' A Z L"' O nmo Z EM - i A- D ° m Z mpp� IM: O a3'-O' N m yX' z y; 0 O = m m O i o Dm: Z AOi _ XDA III >ED m _ N Aipp r i p IIIIIIII p m� A o p mmmA m p xK 3'-0' y EXIST ANm DK0 DZ 0AA Z mCi y.-A T<- m m➢m gm m m0'm me z0 m➢ i Emy 3D.<A>< E r(10 OE Om, z DOmDDDA< 1NTIX yaEp ?Zm0IN cD 0 m T<i1u OXr m AMOzzOrm .0'- _ XD°m- K01 m mmO EmFA000�T mi . =z pN AANm mm OXi X O mK0 mD Z A mm .yN Z pN NCRI'OyiDimK 30C 0 0 AE mEm Ai N-10 0p_E. rm m <p m ppy< A K. ZKD A^�3pmm X mr 0 Or 9N. m i 00 .A m Ar Z .A r ip A Or (Y K - O i mm mx as ACoe mm MA MITI MKrN> ny AA, W On x M m � <m OA A mr N 00 p m TI A Mi o m K III - D °rol l _ Ao m pfE�m 20 =1n1 m mzs X X Q 0 K AD O pAN� 3 D ➢ 1 m M y Z W_ ITIX m 10 oma, z z (JI DIN E N N E E 0 m 0 Em 1R 3 0 M O O Z y< __ 0 Al z D mx D n 20 mN m K 3'-0— -A M O<C 1i Ez; -4 OX m = _ mr ME r A An = p m 00 O D� ,DR m (/ZADT N O A0:I m0 x Inmrzm 9 A iz ; O<0 A F, 3 < DEDpr p 0 m - D r AAmcO O O N @rrl(� N ZD .< A m Ommmm K J A ApXi Ar p A __________________ - e m E m DrIr m 0 m r'p EXIST G 0 n Q M>Om X m m A pzA<I DKO DZ 0pA WM z i Ll Opur (P X jN jEZy wrT Om CZY pzE my3 E rr Af1z -T N O __________ mX Ei 3�K AX- n z00 A Ulm om� ^ZZ E ___ Ay Mo- ZZXDOm006. ' i®_. 0mm N n r m - OE' 'a Am m mTM 1O KfP2_ m m m 9'-O'Y- E II'-0' 'K"'�'"-' 4 W mr N0 AD AAm pA Ny0 N mmm p Z n iII t w 00: 0 Or �!^ ruO r y N p O X A ...0' p O Xp Z N K •' n m O A m OK m Q T)Dm Z m m� m; r'Y•mm a% MAX A 0 ON q(Tm u AA Z fTI n < Az �^ qyv M-0 A aN m z m 'T-i pZK T-m O KE m r_, O x 0 Z x m q X Dog; `♦ r ' m E-i A m lie l O N r r TTI 3'-O" ➢ - E m m (n m DOm X" r �; r X ; ; O .• _ 3X to X f- ^ Ovrn I • N _ pf)Z Z Z n pmO Z 111 ° • • — 11 LEIrr yE_ ;; nomD E r m Z N D O N N A M n o m z �RI K 3'-O' ZE m;O n z N XmAAm TI - III mzpnm y rp0 D E I X ,-IIIIIIII DEDpm 'A I: < O ppmcO AA r Z EYnm O M, M IN . i0m- i Q AXT 0 y SJI81 C_V_w SECTIONS c AnYA-S91MEoorwmY O rO COPYRIGHT DATE REVISIONS MIS AND MANY OMTR vARIA61Es a(21F NORTHSIDE AS N'EAMER AND SEE ttfSIRO S3,901.- OMO YA1TmALS."ME IMPoS56MTY OF NORTHSIDE HEREBY EXPFESLY DESIGN 0 1 • 0 ON-SITE 190N.Em`" M C DESa RESERVES ITS COMMON LAW ASAMES NO RESPONSBUTY OR UAWTY DESIGN COPYRIGHT. THESES PUNS ARE NEW RESIDENCE FOR: TOR ANT FOSSES OR DAMAGES MMINNUS NOT TO RE REPRODUCED WE TO ERRORS DR—S9ONS M ME CHANCED OR COPIED IN ANY DRAWN SHM NO. SATE: RAS OR_cwRAE OEFlOENOES N ASSOCIA FORM OR MANNER WHATSOEVER /y� B R A D L E Y ME col.NONMSDE OESIa AOMas - ���'V7 15 CROSS WAY MAT%SORE cdMFMONO CMSTRu[Ra. WITHOUT FIRST N PER IS THE MESS PLANS GE TAKEN TO YOut EOrx DISTINCTIVE RESIDENTIAL.k_COMMERgAL DESIGN E PREss WRITTEN PERMISSION CHECKED fiDIONO EEPM MFNT AND/OR ARDMG 111 MAIN STREET•YARMOUTHPORT•MA 02675 AND CONSENT OF NORTHSIDE HYANNISPORT, MA. POSSBEors TN°PDEEl $IRUCIVRiNY (e06)x2-2210 (006)362-9602 DESIGN. w 6 ui cr 0 rn LU EXAMINE FOOTING POR,` LOAD CAPACITY AND CONDITION (IF AOEOUATF USE EXISTING POOTINIG) FIELD VERIF r NEW FRO WA-L HT.TO 0 ------- ---------------------------------- MATCH EXI C ZE -------------------------- 1 ----------------- --------------------- ------ ----------------------------------------------------- EXI4 - - --------------------------------------------------- 0 N NEW 3'X3'XI2' Oi--kE 4"X4"X.25 T.S,P STING(EXTERIOR) LOAD FROM "'IT - PIPING CONC.rTNG f CaAB VE SE .1 1 IE C I C. TN Lo 4— --------------------------------------- MECHANICAL NEW LALLY FOR LOAD i NOTES: REMOVE ALL ------------I-------------- AND WAT R.ELEC SERVICE NEW LALLY FOR r--- $2 w 0 AND/OR GAS SERVICE LOAD OAD FROM ------ :ABOVE Q. :ON 3'X3'XI2' 0 FROM BASEMENT AND -8 R ABOVE PING. 6�v. 02.�CONC.I U Z..z RELOCATE ABOVE FLOOR LEVEL IT 15 THE RESPONSIBILITY FRAMING PLANS ARE CONCEPTUAL. OF THE CONTRACTOR ON NEW 3 X3'X'2' TO DETERMINE FINAL FRAMING LAYOUT 15 IN COMPLIANCE WITH THE 4;rk ED.OF THE ------------I SAW CUT EXIST SLAB(LEAVE FOOTINGS M rl CONC.FTNG i - ASS STATE BUILDING CODE i ACHIEVES DESIGN INTENT AfLROUNX ST LALLYS) 11---X�� F, _91 E I g m W1 COMPACTED BASE PROCESSED------------ E Ol -----wS6TEE-ETLH BEAM EAM ; -. --�i X X C ABOVE TO IX!`OLALLY POP LOAO---- LALLY FOR — ! NEW : D BEARING C rTN . O:Fx Z L--------- - ----L 0 0 --- VD SAW CUT EXIST SLAB(LEAVE FOOTINGS T EXIST 2 X 12•14",O.C.EXIST 2 X 12•16*O.C. AROUND EXIST LALLYS)PILL EXISTING BASEMENT --------- LID W/COMPACTED - 2 FILL TYPICAL LVL/GLULAM BOLTING/NAILING AND PROCESSED BASE ----------I g R LOAD MULTI 1 3/4" 51EAMS NEW LALLY FO ABOVE :SAW CUT EXIST SLAB(LEAVE FOOTINGS ON VX3'XI2. E is :AROUND EXIST LALLYS) CONC.PING.. T z 7 FILL EXISTING BASEMENT —4------------------------------------------------------------------- ---- -------- SSL P V/COMPACTED a PILL AND PROCESSED BASE 2 PIECES 0-4- 2 ROWS 01 KID NAILS•12'O.C. 4'X4'X-25 T.5 ------ FROM POST: LOAD NEW LALLY FOR LOAD ABOVE ABOVE X 0 3'X3'X12' CONC.PTNG. ON NEW 3'X3'XI2' E SITING CONC.PTNG : I :ACCESS ---------- X �2' _________ P T.S.POST I CO4 K25 T.S.POST.L F5.AD FROM 06 FROM OVE .56-26 ggg 3 Fl.cis, 2 ROUS OF 112*Of-BOLTS•12-O.C. VE p. le- CjdN�EW 3'X3'X12- 1 -.2 j qO, FTNG '0114 NEW 3'X3-X[2- NEW LALLY FOR LOAD -------------I I---------- FI)NC.FTNG ABOVE :REMOVE EXIST ---------- VE :SHR ON 3.x3.xl2- CONC.FTNG. 4'X4'X.25 T.S. EXISTING -------- LOAD FROM ABOVE CRAWL 2\- "' -X 4 ------------------------------------------------ I I RN`FT3NG"XIli ------------- ---------------- - ------------------------------------------- ------ ---------- .1�:---------------- ---------------------------- w ---------- LL SAW CUT EXIST SLAB ILE�VF FOOTINGS AROUND <UNID EXIST LALLYS) LL FILL EXISTING BASEMENT W/COMPACTED li FILL AND PROCESSED ---------------- 1 BASE w UJ D z_3 LF) W C) Lf) [L LL N< C) �n- a/ z 3W, U z < Ln ------------------------------------------------ (y , I!m�- iL - ------------------------------------------------------- cf) o mD3 p � n w � ymlr DA9 rn N N:zl�nn a D ��r 0 �vao <r O r �znmZ�mm 0 < iD " ° A , N w R °," mEm A. O w= n>`n nor -1 mo m� r o 3 mmm = 4 _ D Z mom °o K Z ° O o D ioi. Z n r timm z ' Z E- n o o O 1 O mo Z 1m x mn Dlz OA my 10 a- mo A 0 0^ -------------- UT G. 0 D_ 3 (� Of °^= O 0 O D D aF� J-S^ a F r J N x I NO o o U� , , Dnc a Ean.. N ";� il r, OE^ 1 ; l m -� _ _ '• _____f R ivl ____ r _ u i �Z OOO 2 X B•IL'O.C. ^ �i_____ __ y- •,.� NO E IST A c Jln °J O o INC '! J a ' NA aiN0c0 [ __ E !P]m T..D s -- -- IC .C. p Noa OONa aJ __—=_-r__r=-__rr # Ew ;e Z ±,3 F -o-N A.� 0 0 L DE E � II o £]J r � m0,O i N T J N _ N m n, E mm _W 12X3 EL BEAN I J J l J +♦WI]X2'�STEEL BE .f ' 1 3/4 X 9 1/4 LV Om yZ fzII I➢mna mxoiP - }p J�f ___________ 93 N �_ v O= m0 'O e�0 �•T------ l T9 to o N T Om mA rA 2rD Uy m "' mm Xm = yM, QQ xD -1 �o`cNm °o Zm Dm ACr ^coo - .. d3 _ n < AxmE .+ •M m^O.'m iIm DOS s r ... M 3 0 2 0 1p} 0 u i hm Sa^ nT� .DAZ ITT 13 - T J S C. J TI J y x 1 AID m m N 00 ° u 00 0o J O ^ 3z O ^-Ili p �n,0 a0 i D D ip l•; __ A3''a ra - A D m fTT fn ^m ° ° U)3 m Am D Z �; m _ uj -a, 1 O ti • Nm0 1•I m A r Tim 3 n .o o311.ZL9 O Ln, a N� r 1 i AOO ___--n, E777.k E o° N 2.8 u' t o^N m u O ^U XI9 ING r n E w C IN FR IN J al a C. O a N 0 0 A z x ' EP CE N 11 /B' .JJ IL' W N F A e .c. m m m ox m m 0 � cN ON m 9A a O ND ti n A H O r< 2:I /4 <11 1 LU L ^1 m e m E3 a< i u m ' W 2 m Om x O D i x x __ __ __ __ __ ___ EX T _ p _ :j E n= r •; x PpU A FF kH \ IT X L• O. M z'^ D n c p N R or d; VI IN % m °n 0 -- - - N O 33 ar 3 �n A°< n ar oin2 fD mxm _ zAiA A `°C a 00 D Cr1D =p�T o -3�.0J IS ^^a0 D E'y >"I o In ' m'' moo p cono - m'S a, o Oy A' ron x� N 0 ti0 r - _ D n n x STATEAW L 'AL ONEATLY AOROSS ME COUNTRY. OVA TO SECOND FLOOR FRAME NIS AND—YONERVARIABES9UCN NORTHSIDE COPYRIGHT DATE REVISIONS s MT'ANM An0 S CCNgnONS.BUl- DING MATERIALS.THE NPOS9nM Y 7 NORTHSIDE HEREBY EXPRESLY 0 T 2 4 a aN-9rz NSPEcnoN oR=lo—cnaN DESIGN RESERVES ITS COMMON LAWASS� DESIGN SUPERMS NO ETC.. N TY M UIMU COPYRIGHT. THESES PLANS ARE AAIy NO RESP°15NNTY OR OAOtltt TaR'0 LOSSES oR DAMAGES Nwmm NOT TO DE REPRODUCED IN SHEET NO. DATE NEW RESIDENCE FOR: N°�-ANs°ORRSMC-AL 00C".o. ASSOCIATES DRAWN BRADLEY CHANCED OR COPIED IN ANY N[OESWI.NpVN90E DESIGN AONYS FORM OR MANNER WHATSOEVER S I mr 1/07 NAT BETORE cONNENONc caNSmucna, WITHOUT FIRST OBTAINING THE 5 CROSS A NESE PUNS BE r xTx TO ow Lacy DIST NCT VE RESIDENTIAL&COMMERCIAL DESIGN EXPRESS WRITTEN PERMISSION BuLDNG oEPARNTE T AN0/oR LOC, CHECKED TOR RENEW AND APPROVAL RECARONc Any 141 MAIN STREET YARMOU MPORT MA 02615 AND CONSENT OF NORTHSIDE HYANNISPORT. MA_ Pos4RLA OISCREPENCIES IN SOXTURAL (50BJ]fiz-zn0 (SOB)]62-9802 OESGN. u s z e U REMOVE EXIST O O W VALLEY RAPT 1 AND RDIGE REMOVE REMOVE VALLEY CNEE EXIST RAFT RAFT AND ROOF RAFAT COL FROM OVERPRAME RIDGE GABLE RIDGE BELOW AREA POST F REMO `� ri___� ___ ____a a H EXIST O RP AM O RAFT W/ - O V7 C 5 --- RO B LO 3/4 X 9 I/4 VL .CJ NO 'A"FRAME B RAM1 _ TRUSS91 _0 J. F OVERFRAME gw 3� w ID OVERFRAME p GABLE _ U J S' O GABLE < r z ZZ BE W %RI (� 1• x� �z<�3¢ ' F wsNBW�Fg T B IL' G �OwaV � O _ 0 1 3: 3/ X I/425 U o imo i :I 4 IL' VL I' O O00 Z � ON 4XS O Z¢UOmlw�o DG POS OS Om1 . C 1 o am REMOVE RIDGE AND EXIST RAF CUT BACK RIDGE ' - OUTLINE OF �2 10 IL'O.0 �1 O AT THIS KITCHEN - _ E'-� NEW COLLAR ---- '`'ry'I•-'----i-'- a Cr]CI] dl NOTES. TIES �'r= i - BELOW ------ W 2: 3/ X 11 1/4 VL I ' I n _ I ' w . FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR to wo REMOVE I � TO DETERMINE FINAL FRAMING LAYOUT IS IN COMPLIANCE WITH THE GTH E1) OF THE m MASS STATE BUILDING CODE 1 ACHIEVES DESIGN INTENT. RAPT I I 7W OD4 EL AU E R4 " I " N y-.• .- a___1_ l',,III___-_u_ __pF_ 4C TO E4 ER . r_ti__YR�«-______t.i �+✓- _ `•-_ WN PROM E ST o "A' FRAM- o . - TRUSS III 1l 7.lr' _ __>� _____i la �W , .. v OVERFRAME P05T OUTLINE OF FIRST iI DY�K rr-i I_- W0 �I. CRICKET PLOD ELOW NEW COLLAR TIES BELOW aZ� &a�ioQS �£z _________ - qJbb TYPICAL LVL/GLULAM BOLTING/NAILING ----- sf s W 6s N �g6. MULTI 1 3/4' BEAMS CHEEK --------- ----- -------------' J ,- ______________ £ �Y'aBag�Bs�ylzR' In r.•x1 L1'LVL .,e •,R ]PIECES 0-4• ]ROWS OF I[D N—s•I]'O.C. I I ' - A DETAIL ¢I ', S rc I us R NF B -------------FIBCes a-•" ]R0e5 OPv]'OIA BOLTS @•O.C. - B Q/ ------------- -- LL W LL 1 W W Mic Ilom LVL. POrollom PSL - - W Q (n or Timb—Stroud LSL u. 9 UllY O Backer black: Install tight to top flange (tight W to bottom flank with face mount hongers). A[ta Ch U- W '` with 10-10d (3•) box nails. clinched when possible. - O W� U Top flange lion Faceemount Load be I,,q o shear wall obove Tim berS frond LSL RIM BOARD O W Onger (myst stock axer wall below) �/ z Blocking panel Far Information on lateral load capacities refer to ent Timbers trond LSL rimy board Ilteroture Filler block: Nail with 10-10d (3") bo nails, clinched when possible. Use 10-16d (3 1/2") box nails from Web stiffeners are regU fired each side with TJI Pro 550 joists, if the sides of the h��n ger do O f� With top n0[ 10 ter 011y Supp.rt the TJI flan go h0..g er s, backer joist top flange d 'er Current •block qulred han han p. web stiffeners required ^Y ger TruS Joist MacMillan literature each side of BiW 13e/u•• d as farm board may also load exceeds 250 vaunds be sed as I board ' O TYPICAL DETAIL O INTERSECTION OF TYPICAL DETAIL OF FLUSH FRAME TYPICAL DETAIL O LOAD TYPICAL DETAIL O EXTERIOR WALLS 5 DOUBLE MEMBERS AT MICROLLAM BEARING WALLS �' • N z N - 6L ASSESSORS MAP: 5 .Qoq� PARCEL: . ;_ _. TEST HOL' LOGS .: RR „ NOTES: S01 L EVALUATOR t �ylC) 14 L �QA y1LLE FLOOD ZONE: �/CSI-. 09Z>R,1Gq�jG,E. � - WITNESS: REFERENCE:, DEC '�` TIC : : l 8l/ ��l/� 9z DATE: ti 1) The installation shall comply with Title V and Town of Barnstable Board of PERCOLAT 10 .rRATE: < : Health Regulations. 2) The installer shall verify the location of utilities, sewer inverts and septic NJW x CL�c�55 F4 N1-! OA:7- .�q D^�� �- ' " i components prior to installation. TH-2 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8"'per foot. All pressure piping to be 2 inch schedule 40 with pressure fittings. "VL l 96/. �. ' 4) This plan is not to be utilized for property line determination an P Perh' other N�Wsi s: 'T ''1 Vup _ Jpurpose other than the proposed system installation. gip'At e 5) All septic components must meet Title V specifications. "-"- d6T� 6) Parking shall not be constructed over HI septic components. LOCAT 1 ON MAP , ---- T.� ��77a•/ �S2r 5 +� 7 The roe is bounded b property 8) . The propel owner shall review design considerations lines as depicted. ! , property g to approve of total 7n _ carf� ,5�,��t'RS _•� 7!Gl. 3 Vim./Gh/G ".. -� Mtn sue' �7s' +y design flow to be considered for design. Receipt of payment for the plan and �O tyJi installation based on the plan shall be deemed approval of the design flow. STEVEN W 9) The existing cesspools shall be pumped and filled with material per Title V 77Q__A,-j,;►^ 'S p - UMa abandonment procedures. 35 10 System components to be 10 feet from water line. L•�LND, l�' •(1-- "YA_71OAtj VJAVC, WC4 P 11) If a garbage grinder exists it is to be removed. M'OW ITS atf - At -,O, 12)'bMom( C. qh0 S Excavate 3' around SAS and below to approx. elevation 4.55 and fill with clean washed sand per Title V specifications. There is the possibility f p yo a deeper excavation due to the lot being a previously filled lot. The installer SEPT; C: SYSTEM DES I G N should take such into consideration for pricing purposes. P g P rP 0 13)Septic tank and pump chamber are to be H2O loaded for buoyancy purposes. SS FLOW E�Y 1 MATE 14)The water line is to be relocated as proposed. S 15)A 40 mil poly liner is required as proposed at edge of 5 foot removal between FOG BEDROOMS AT //D GAL/DAY/BEDROOM •339GAL/DAY the SAS and the foundation. BEM P 16)The retaining wall as proposed is to be designed b other. P Po g Y , GAS �, ENT SEPTIC `TANK 17 Thi 1 n N0/ ) spa has been prepared exclusively for hm LeBouef Septic Services 1T GATE I - �� ajgo'nb.o based on payment received from the aforementioned contractor. Copies can BENCH MARK - ,= -?o�3e , / 80 ► `' ' G� ./DAY `�: 2 DAYS - GAL only be prepared as approved by Mr. LeBouef. TOE' OF GAS GATE 1� ► 18)This plan is invalid unless stamped and signed with original stam and USE/ X�GALLON SEPTIC TANI�i��ZQp ELEVATION - 5.93 O ir� � g USGS DATUM ASSUMED _ r si nature. �� w rvtT I L APSORPT I ON SYSTEM Sr i-c� E� w+hT-Q �i1.J E _ N( .......... • �� S �DE AREA: 1�1057-' �A%�G�C�3��,,� i ► (, �` ► B()TTOM AREA: i ,7 _ 0 � �o x , SE 'T I G SY°vTEM SECT I ON C►r�] �. - - ,� 6 , m �b 40 IN - 6ft p ► _lop `\ big GAL D-BOX �0, �,b .��---LA Z1JfU��i�H�f.+j�'S'fDM•t�. - --__ • :, D S PT I C- T L 0 TS 530, 5� 532 AREA _ 9600 f - COMBINED — ILC i �9 1 71 Zq ; ) n'� �800d S i TE AND SEWAGE PLAN 4 rt LOCATION : GQ u 'f PLAN SCALE: 1 in = 20 ft ���� � { PREPARED FOR : .Clop �GVm31c,(� L(, ►2�Qc ( U /► k/gzL 7 -- -- 1. �t ? i'�ft�C._'_ t I i � �'' � Low►oD'�T�,Lc�!���/ of �/LoPoS� S� (WTS� � _A2 _ t,� � ► _� - -. _!►gip .G B2 ? C4 -+f _ K !+ L ..1- YF.t 1�x'1 �' SCALE: DAV I D B . MASON� DATE: 1 0�o — DBC ENV I RONMEN�fAL DESIGNS s EAST SANDWICH MA W DATE HEALTH AGENT 508} 833- 2 177 2 Jc'i2Y C1 Fv16rocJ 7 os 6 ASSESSORS MAP: �-��S ��D -PARCEL: y TEST HOLE LOGS _ � :,dr NOTES: CqA y�L- FLOOD ZONE: 1,10-7- --9Z>r-U6A9(0L� - SOIL EVALUAT01 : r �� q WITNESS i I� � , f i REFERENCE �"O � � 8zw, ���� 9Z DATE: -. o +�C4 1) The installation shall comply with Title V and Town of Barnstable Board of 0�41 A--1 ,�q /• PERCOLAT ION R),TE: Health Regulations. L- - / 2) The installer shall verify the location of utilities, sewer inverts and septic components,prior to installation. TH- 1 TH-2 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8" per foot. All gT Y P P P g 1. e , pressure piping to be 2 inch schedule 40 with pressure fittings. �/ 6 4) This plan is Rot to be utilized for property line determination nor an other y 9 /. � Y / 1, —-- N�.rr�� oef 1 purpose other than the proposed system installation. \V1d6T 5) All septic components must meet Title V specifications. 6) Parking shah not be constructed over H10 septic components. LOCAT i ON MAP(NT c.%774,/ /5-2// A f11& c cc /Cg 5 -- 7 The property is bounded b roe corners and property lines as depicted. . _ � � ) P P Y Y property rtY P Pam' P GALL w+'1- 'R 2 4' _ 00 MA. � �'---- 8) The grope:�:y owner shall review design considerations to approve of total 7t'> �.J �'S 7J/3f,l�� S design flow to be considered for design. Receipt of payment for the plan and OL y LJ -- - ----_-- - A��� installation based on the plan shall be deemed approval of the design flow. to S STEVENw 9) The existing cesspools shall be pumped and filled with material per Title V J -0LA-.a F,-L- S -77-�' - UMB abandonment procedures. - 10)System cc.Rponents to be 10 feet from water line. W1°c� &*,Yw►T)CW 5 11) If a garbage grinder exists it is to be removed. MOW�TD1QjLvl' �.�lft.Q_ ►4_'jQ '�M�-( G U, hp 12)Excavate �' around SAS and below to approx. elevation 4.55 and fill with I clean was'10A sand per Title V specifications. There is the possibility of a SEPT ] '--.' SYSTEM DESIGN deeper excavation due to the lot being a previously filled lot. The installer Cshould take such into consideration for pricing purposes. R 13)Septic tan`:: and pump chamber are to be H2O loaded for buoyancy purposes. F[.OV� 1::�T 11ATE , A 14)The wa.e .. e is to be relocated as proposed. 15)A 40 mii poiv liner is required as proposed at edge of 5 foot removal between RE� BE)ROOMS AT //0 GAL/DAY/BEDROOM - 3,50GAL/DAY the SAS ".d the foundation. EDG E — of P16 retaining �q A V, T )The etas. ing wall as proposed is to be designed by other. '�.m ENr / f S IC A 17)This plan has been prepared exclusively for Jim LeBouef Septic Services TE -Z-Zj_ based on payment received from the aforementioned contractor. Copies can BENCH MARFtG - - / 8000i 3W GkL/DAY x 2 DAYS - &60GAL only be prepared as approved by Mr. LeBouef.TO��P OF GAS GATF j USE ��x�ALLON SEPTIC TANI�f/ZQ 18)This pla,. is invalid unless stamped and signed with original stamp and ELEVATION - 5.93US ES DATUM ASSUi lEC / - &Aa �'� (fQiwCee V461 � signature. r NIT 01 L ABSORPTION SYSTEM �z I-CZH i EID wg4Tfp i�_I -- - -- '� WEL -� _ -!� J �� �;: �`� =�G- �' ``�__ - ,i V i� ��4C.�1✓1 F.C�� I,J 11�T1�l� � a k t� 7�;44�7-,-� `L% •'.(�/.C1r�J `�..�-lG'� �F� � r� �f. �y J � I c= SIDE AREA: iC/d1- r1 L _IhA671G 6C. L-'1►vj. ! ' A- , g- J �I a 1,OTTO9 AREA: I ,7�� Bt'7t�c.)��r,./ ��O X o ~� SEI' lb V, tAW SYSTEM SECTION I u - �� r. o Z � P c ► -( J : V 0a):J1 Z �— 4 C I C �ynW'E ''°` D-BOX I ► o�b �! ih taf, Uu i► - 51bv�� - i A�i-00 GAL _ I� \ / / SEPT I C T mi L 0 TS 530. 5� & 532 \ _ o c AREA 9600 f - COMBINED � — SITE AND SEWAGE PLAN 'q� \80.od �} 4PLAN \6 LOCATION : � \ ys AOHF s SCALE: l rn = 20 Ft $4c I ` ----� _ 1�?_ M _ ,� PREPARED FOR : �j t �o�, 1c;L �ivm�`�l� sou. �� ►�eRaN�1� �;�w�- \ 1`'�' � Q_�I 1 ii"�l�j Ivkl i. _ChkS�,L ?J2 -_ G7t1 !w►� '� IU�T�QO w 77 '�? <1 zC.on'I oD�T� La;�1ot / o� �/1-oP�� S � (WT5 � -- _���i - - -- F� I►�I�j ly\� , rd. '' /K z,? M>' G' B4-2 -T6 R6 20�.MAI SCALE: N i 0 J� 4^120 -tb "10 -v�5 (� ►cam ail vrdi4 - �a�' I �N� DAV I D B . MASON f26 DATE: Ob I DBC ENV I RONMEN AL DESIGNS DATE HEALTH AGENT EAST SANDWICH . MA i ( 508 ) 833- 2177 - -- �Sc>i2V �'ar,./ 7�/J 3y A*E f