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HomeMy WebLinkAbout0054 STUDLEY ROAD - Health 54 STUDLEY RD, HYANNIS A=306-015 i I � I I I i I a Fee No. C20'q THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Misposai *pstem "UrtionVermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(� ❑Complete System ❑Individual Components Location Address or Lot No. Sµ 5 roo Owner's Name,Address,and Tel.No. YeQ6Jt�(� s7c-(�Bk� r- (-E Gib LC7l�(�C�P Assessor's Map/Parcel �� �� DA wes m i o 72 b� Installer's Name,Address,and Tel.No. SO8-y-7 T 7n Designer's Name,Address,and Tel.No. PIA Type of Building: /� Dwelling No.of Bedrooms ! Lot Size 14--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) A N(a-C)tay cx rsn LA, 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 Board of Heal Signed Date Application Approved by ` Date V Application Disapproved by Date for the following reasons Permit No. ��'"I — ��� Date Issued s No. 0 !/ - _ , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS - i OWliCation for Vspo'8al .ipstern Construction Permit ,r Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon()(: ❑Complete System ❑Individual Components Location Address or Lot No. 54 ��9`� Ri> Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel SVAwv(S STC-(�tk_l-� c LESUE (.6TNR0P Installer's Name,Address,and Tel.No. cl0$-�F7-�_$ `t`� Designer's Name,Address,and Tel.No. NJIA Type of Building: p Dwelling No.of Bedrooms Lot Size q. ( CF 1 sq.ft. Garbage Grinder( ) 1 4 Other Type of Building No.of Persons Showers( ) Cafeteria( ) t i \ Other Fixtures '. Design Flow(min.required) Aj gpd Design flow provided gpd 7 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 r. 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 Board of Healt t. Signed Date Application Approved by - Date - Application Disapproved by Date for the following reasons Permit No. 201 oq Date Issued �f! ' s" rC-f T11 E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif irate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned(g)by �...bq('F_t� '���1 5 �• at t{ �T(�c� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.aOl q —91 dated _f IJ— Installer <�A Qj i�'pPK[S�' I (.C_ Designer X)/d #bedrooms Approved design flow IUI� / i( gpd �� The issuance of this permi/t�s�hja}ll not be construed as a guarantee that the system will ction as designed. � VO/ 9 U Date LI J Inspector 1/l � (j ^ tJ No. 13 UI L4 ��f K Fee S THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposar 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon(x ) System located at 54 d T r t-_PQAb kyw J A.J I S and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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_ �� L Date t - /(- Approved by Bk 13801 P9118 #30995 05-04-2001 @ 02 : 38p DEED RESTRICTION WHEREAS, Peter McLaughlin., of Hyannis, MA is the owner of the property at 54 Studley Road located at Hyannis, MA(hereinafter referred to as "Property") and being . shown on,�vp entitled "Subdivision of Land in Hyannis, MA, Property of Peter _D &761 McLaughlin duly recorded in Barnstable County Registry of Deeds in Plan Book /,;715 WHEREAS, Peter McLaughlin as owner of the said lot has agreed with the town of Barnstable Board of Health to a,restriction as to the number of bedrooms according to 310 CMR 15.00 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; WHEREAS, the town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.00 State Environmental Code Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the remodeling of the home and relocation of one bedroom, is requiring that the agreement for the 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, Peter McLaughlin does hereby place the following restriction on his above referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title, 1. 54 Studley Road may have constructed upon the lot a house containing no more than three (3) bedrooms. Peter McLaughlin agrees that this shall be permanent deed restriction affecting 54. Studley Road, located on Hyannis MA, and being shown on the plan recorded in Plarr Book/3�%Page/J. This restriction may:only be removed by a subsequent Deed Restriction Removal Agreement between.Peter McLaughlin and the Town of Barnstable Board of Health, and additional bedrooms may be constructed on the Property, upon compliance with 310 CMR 15.00 State Environmental Code Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. Executed as a sealed instrument this 3 day of May, 2001. Signed: i BARNSTABLE COUNTY REGISTRY OFZFEDS. �> A TRUE COPY,ATTEST Peter McLaughlin JOHN F.MEADE REGISTER BARNSTABLE REGISTRY OF DEEDS r P�Of THE Tp�y DATE: (7 , * FEE: — + BARNSTABIZ MASS. \ v� 1639• ��� REC. BY Town of Barnstable S CHED.- DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. - FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORIINI LOCATION / Property Address: TU G)-f�A(j Assessor's Map and Parcel Number: M5 Size of Lot: Z Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: (� LZrLA�S G?vc.i,-,Q Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Ili .�5 I c a c�� Name: 4 � Address: Address: 15 Z-out5 -SV AllG''►il!a Phone: Phone: —/9 6 /IR VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ` l rJ /Cx C' �i1/�C/e .. . :� cam. �..., t�►,,� rflrot l���r�., �.� �.. .�S., _J USIA CO TwB ;Fee i- SicQaw�11 Checklist(to be completed by office staff-person receiving variance request application) Four(4) copies of engineered plan submitted(e.g. septic system plans) Four(4) copies,of floor plan 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 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) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lessee onlyl,outside dining variance renewals(same owner/lessee onlyl,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 NOT APPROVED Sumner Kaufman, NI.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. f Q:/WP/VARIREQ i GENERAL NOTES AND MATERIAL SPECIFICATIONS: ` FOUNDATIONS t 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered, contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced "o/c,or in concrete piers w/ Simpson ABU-series base: SPACED 2'o/c for slab-on-grade construction(i.e.Garage, Basement,etc.). F"MING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads:Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams; use E70xx electrodes. Alternatively, field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framing: a. All new timber framing: Spruce-Pine-Fir No.2 with Fb=1000psi,E=1,300,000 psi,or better. b. Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi,Fv=285 psi, Fc_per-750 psi, Fc_par=-2900 psi. Note that Microllam and Parallam may be used interchangeably. 1. Deflection Criteria: L/480 Live Load, U360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5.Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over of plywood,spaced 16"o/c: Rafter to Ridge Plate: Collar ties min. Ix6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blocking: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b.Stud Walls: provide blocking at 8'-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side Blocking Between Studs 2-10d toenails ea.end,or 2-16d end-nails ea. End d. New Framing:Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;atta plywood edges to this blocking �t+oF��S 8.Nailing_Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. a� s� 7 ° MICFfELE Multiple Studs 16d @ 12"staggered �� CUDiLo cj a. All nails shall be common wire nails. 0lyv 347Td b. Sub-bore where;nails tend to split wood. 57RlJCTt 9. Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502.5(1) nd(2). 1Rll. J l MICHELE CUDIL ,. P.E. '' t'Ovp_oP Tr�bh[, Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 1 I t Drawn By: MC Date: o ��Z�►► Drawing 1 ¢ Scale: AS NOTED Rev. 0 K -�-`�.�"►�11.� st I�'t� S File Name: Project No.: TOWN OF BARNSTABLE LOCATION I SEWAGE # `` VILLAGE h) ASSESSOR'S MAP & T INSTALLER'S NAME& ONE NO. Z' L P SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO,OF BEDROOMS B1R OR OWNER PERMITDATE: OMPLIANCE DA � .,.:. ....,:._ Separation Distance Bet n the: Maximum Adjuste round Table to the Bottom of Leaching Facility Feet Private Wate upply Well and Leaching Facility (If any wells exist on site or.within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet 2fAWNng facility) eet Furnished by � aa . �.�./ TOWN OF BAMSTABLE ( LOCATION SEWAGE # 0 VILLAGE 1VT40&!o521 S ASSESSOR'S MAP & LOT 106—V l" INSTALLER'S NAME&PHONE Nd-- cV C►e✓' b�.r� SEPTIC TANK CAPACITY 1SO0 P► l� tN LEACHING FACILITY: (type) RAC a Xf-� T(OCW(1 S (size) ' �1 X I I'X V NO. OF BEDROOMS r( BUILDER OR OWNER —T%kOrA 1R00.Lh-e- PERMITDATE: 7 Z(, —w COMPLIANCE DATE: 3 Ir— Z 001 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by w O v No. zffm 44 LI-D Fee i� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYicatton for &gw5ar *pgtem Con5truction Vermtt Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) 75Complete System O Individual Components Location Address or Lot No. S J A. 0 he-y f ) y Owner's N e,Address and Tel.No. �C��o`OC� Assessor's Map/Parcel I 9"-e, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Lot Size sq.ft. Garbage Grinder Dwelling No.of Bedrooms ( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures q Design Flow � ) gallons per day. Calculated daily flow 31, 1 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank u � Type of S.A.S. CZAQcLG;'f-fj 11Li �.s i Description of Soil I.M-&ON sqr_-� 1 9 0 Nature of Repairs or Alterations(Answer when applicable) S ks dV © CIl/,TS iT C— Date last inspected: ;vw,&t 4 40 r �1t"`}% ` o blt /) Agreement: � &\ Qv � /1 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 Certifi- cate of Compliance has b Bo ealth. Signed Date Application Approved by 34 Date Z—IGa Application Disapproved for Ye fo owing reasons Permit No. ecrr_-- Q Date Issued No. Qaw LI ,o Fee 3 a `� - - THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: ry jf, Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSAC USETTS Application for Wgpo5al *pgtem Cony tructiou erutit Application for a Permit to Construct( )Repair( )Upgrade( )A 'C bandon( ) omplete Sy em El individual Components Location Address or Lot No. S/(�(� -y * ti/! 6�+Owner's N e,Address and Tel. o. r Assessor's Map/ParceloG �-- -3ar`o`0(� Installer's Name,Address,and Tel.No, Designer's Name,Address d Tel.No. M'I O--c 1S `toml ST a c e-v�t Type of Building: a°`(0 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures g ?�3(� gallons per day. Calculated daily flow �� gallons. Design Flow Plan Date Number of sheets Revision Date - Title Size of Septic Tank' �'S : c� S� �ti�- Type of S.A.S. %rn� Description of Soil (.,.0 a. )e_ , .y I tlGre o-1-A17 a Nature of Repairs eairs or Alterations(Answer when applicable) ;I H t = •:t } x�- � Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system inAccordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certifi- 050 cate of Compliance has_teea-i�ed-by-t ' B ealth.� Signed 2:LA Date Application Approved by Date 7-,A6-ee,) Application Disapproved for the following reasons n 'l, Permit No. D - U 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(I- Abandoned( )by 5g& at `.S7'U oA n.w I S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 7'82 6 X Q'L ,- Installer Designer The issuanc of thi permit sh l noot�t bed�construed as a guarantee that the s t ill function as g rst n Date ''" L��V g Inspector /­0 ------- ------- ---------------------- `h No. Fee THE COMMONWEALTH OF MASSACHUSETTS • PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Mtopooat *p5tem Construction Permit Permission is hereby granted to Construct( )Repair„(„ )Upg de( Abandon( ) System located at q STj 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: -7 f a.Cv w Approved by © r i . M1 a�Tr . w 1/6/99 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT DESIGNED PLANS) herebycertify that the application for disposal works construction permit signed by me dated �^p���� , concerning the located at �/ `� property meets all of the following criteria: V./This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. CCC////• The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. 0,1 There are no wetlands within 100 feet of the proposed septic system h/ There are no private wells within 150 feet of the proposed septic system .9" There is no increase in flow and/or change in use proposed t There are no variances requested or needed. The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when appl' able] + If the S.A.S.will be located with 250 feet of any vegetated wetlands,the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted :groundwater table elevation, Please complete the following: A) Top of Ground Surface Elevation(using GIS information) B) G.W.Elevation o +the MAX.High G.W.Adjustment. DIFFERENCE BETWEEN A and B D SIGNED : DATE: 7;6 V [Please Sketch osed plan of s em on back]. NOTICE Based upon the above information,a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. q:health folder:cert I"I loll oo 1 Y i SEPTIC SYSTEM 2 `� - -ALE C elk I r i or EXIST [KNELLING "- -" 3 E[:D�00MS I r =aF��T2ilTo�ts . 3y Q w 100.00' 7 208' Flo ran S b6s F vac 5'LWN O Stan AS (Zo 1ne, 5q STODLq � N� iWKA5 BUILT Y ROAD STU D L E �E FIELD . �. . � ,� C fi 1 C/ �`' 12 .C�Ci' � 4) - D 1VE WAY --< IWOOD -n -^ � � 0 D D 120.00' N 3x ' 7:0 A` I 179 76 Co 67 N c . rb rn N .b - --i o , rn o r o _ ... . v w u 34'7 O rW` r 7 00.00 kz k0 AOrnzN -i = rN rnoxd �+ -nz 0 --1 > 0 > > Q -0 = NO > AO 0 = rnz Z -A > 4Zzc�nrz ArnA CJm Z z T71 �. O c G� rn ONrz > > � � m 03 N d ° dp p dz m T11 N : I -{ m mrn 03 z > > d l 0 � 7 N B 2011,Greg Delory,AIBD ti ' Greg De Lory, AIBD 51TE PLAN I I I I I I m Lothirop Residence P.O.Box 206 -♦ r ti 54 Studley Rd. 124 Namequoit Rd. Oi Hyannis Klass. South Orleans,Mass 02662 m y 774-207-0251 \ greg@gregdelory.com i r r � U ti p z � zZ.� Z ` 3 Z Z 0 �r -� z rCl rCl rn � dOrn r 6 Ncrn pidOrn � CJprn rn N « N N � « N rn ,z1 > <_ � Ul � drnZ rn rn. rn AC7MM ?a C� Cl � ti Z aw d6ti T- r 0) 4 Ow c r (3 m (lc �. cN N Glc -A Glc -P w r -� 1rT � rz r � N � > in � � > �j � No rj N N �j Z z Z rn rn rn rn N z � > Zrn � > � p � k 0 3Z =rr — Z rn � rn -1 rn d � N �3dQ� dG� CIG� N A rnd rr -i > mQ rnd ,Qrn -iM Arn � rn x � A N N fT1 � N N • IPb O rn r � z O r rn 0 0 z tin pz 4 rnz �� 8 00 rn N Oz , N � Z z Z °o� 0 < O � 0 z N = n A 0 0 0 rn O rn D l 11 r rn Z r F ri O U3 STI LA � C7 N � z p � O OD ®2011,Greg DeLory,AIBD Greg De Lory, AISI7 D FLOORPLP�N I I I I I I I Lothrop Residence P.O.Box 206 N ` " 54 Studley Rd. 124 Namequoit Rd. \ South Orleans,Mass 02662 c Hyannis Mass. 774-207-0251 N greg@gregdelory.com 3 , -1 N -i (J) -i > 0 = 0 = z z � -► 37C rn � r- > m -i3zp � C7 U) n � m FTTT 0 rn f rn OEM] d Q\ to -n 0 n —1 z N, 70 n � > rn 3 > o rn nU) 3 IE IE cN� -�ixrn - mU1r � r -► 0 0 � C7 0 2011,Greg DeLory,AIBD p ti E>_EVATION5 I I I I I I Im Greg De Lory, AIBD n r Lothrop Residence P.O.BOX 206; N 54 Studley Rd. 124 Name quoit Rd. Hyannis Mass. soum Orleans,Mass 02662 774-207-0251 greg@gregdelory.com i f �o jL--j x 0 z . rn d � > rn rn N U) � rn -n > n O z ` z 0 I rn m rn r < 0 z N, �.. d i� dN I Z Z � o rnk --I A 0 � d > z -17 m 2011..Greg D)eLory,AIBD g 0 Q ELEVATIONS I I I I I i I m 1 Tseg De Lory, AIBD ' Lothrop ResiBox 206 54 Studley Rdamequoit Rd. Hyannis Mass07rlOeZ51,Mass 02662 @gregdelory.com r z rn 0 -n rn 0 0 r z _81 ;- rn � n z rn 0 3 r rn A rn d 0 0 .4 rn k ' N Greg DeLory,AIBD ROOD PLAN r I I I Greg De Lory, A�18D Lothrop Residence P.O.Box 206 54 Studley Rd. 124 Namequoit Rd. N Hyannis Mass. South Orleans,Mass 02662 774-207-0251 greg@gregdelory.com z N rn N rn = rn 1 -8 CrO O 0 r z - rn i — - � X - zA j Uj AA . 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N Hyannis Mass. 774-207-0251 South Orleans,Mass 02662 greg@gregdelory.com porn � Nx � rn x r � rn � m D 7a r N r k rn z n � z D r---- e i N / X = a m z / / o rn r / (1 , 3 a° r , NZ Yz �(► D �U a rn> -1 ca N tC-1 V U / C / d r i Or / o° r i a / / Z r 1 AzLD Om 0 > � 3drn O � rn X Cj m -i rn � � c z n > Commo M c cn z 0 -0M <� •_Doz 0 0 V�\ _ 601 ®2011.Greg DeLory,AIBD - > U SEGTION5 I I I I I I I Greg De Lory, ASP k Co Lothrop Residence P.O.Box 206 54 Studley Rd. 124 Namequoit Rd. w Hyannis Mass. 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IIII=IIII= II=111�Tfil'i'llil— IIII=IIII=I II=IIII=IIII- III .:. . a III IEIII=III=I IIII=IIII IIII=IIII= =IIII IIII=IIII=IIII-IIII I—I —_ _ 1= —I I—III—III DAMPROOFING I p 4 — — — — — III-1 I I—I I—I 11—I I I1=1 I—III—I 11=1 I I—III—III—I =m I=1I1=1 I I I�I-1I I—III I I1=1 1=1I El I—I 11—III �� I I1=1 I1=1 1=1 I I-1 I1=1 1=1I I I I1=1I I-1 I1=1I IJ Q � ��� 5 TYPICAL DUSTGAP � FOOTING �" � owe SCALE 1-1/2' -P-O' 4 TYPICAL SILL DETAIL TYPICAL GARAGE SLAB t FOOTING �2 SCALE 1-1/2' . P-0° SCALE 1-1/2' 1'-0" Eli! .22 1 0- i Wl 3T1//2FGORNCL PIPE FILLED STL COL W po�R�'ATION NOT Tq EXCEED 10 KIPS LOADING U 6'APRON THICKEN TO B' </Ol� B IN HEIGHT• MAX. SPACING I U) W •DOOR OPENING 7'-O O.G. BITUMINOUS JOINT FILLER, GARAGE DOOR 4' CONCRETE SLAB JOINT SELANT�IXIBLE Q Q Q b MIL. POLY VAPOR BARRIER SIKAFLEX 1A° I: TYPICAL WALL ^ Q C O3 REBAR �.t Q 1J! Q Q CENT.• - 1 kXl x N CONCRETE FOOTING w PERIMETER I I ANCHORS ANGLE 04 3,-O"x3'-O"xll-O° 0 W w Of E ANCH ORS 9'-0-O" [' OO 6X6 6/6 WWF, TOP 1/3 BASE PLATE W } N OF SLAB JOIST L`V 2x10 P.T. RIM I ,K AO Z WJ Z 6X6 6/6 WWF Q Z TOP 1/3 OF SLAB �p ALUMINUM FLASHHING I, Z ° Ix4 MAHOGANY DECKING I Q �1�= N= .r— L- _ ——��——�.T— TWRU BOLTS IL 0� ,a-pj._4'•Y.'' ___i______ __a -- 2XS LEDGER �{ ::'•1 }' _ p x. 10 .P.T. 2 PT V 4 ® Ii4 REBARS CONT DBL _J BOTH WAYS (T`I•PICAL CARRYING u d p d• d BEAM 'p• Qp 2x4 KEYWAY 2.8 P.T.1 16'O.C. FRAMETAL ING HANGER—�d 2 I>+5 REBARS, CONT.— Q' •dp _ .. \; \\ DISTANCE VARIES 51MPSON CB66 . z POST BASE .� \ ` •11 A • a aagg 3" (TYPICAL) .II: dEaaF!N�$F,3sg�C��uEi d. 10'DIAM. SONOTVBEjSHb 3 g BIGFOOT. EXTEND 4._0. 0gg > / bee- /\/%\�\//\//\ BELOW FINISHED GRADE (TYPICAL) g' S3u(�J41g e �o� .'a SPACERS TO 6•COMP. FILL ALLOW HATEsiGl5 V8 wwa ru u m►.crm ou.a.i.ru w DRAINAGE A a 4 we $5if GARAGE APRON DETAIL " ' A e D�Drx�„�„n:��.,,�. m co SCALE I-1/2° I'-0" a COLUMN FOOTING DETAIL TYPICAL DECK ® SILL DETAIL SCALE 1-1/2" 1'-0" SCAL&1 1/2"-1'-0" m CO BUILDING IS DESIGNED IN ACCORDANCE WITH THE d MASSAG USETTS STATE BUILDING CODE 7th EDITION. -• � LZ THIS INCLUDES THE WIND LOAD FOR EXPOSURE C AND 110 mph. H w p Z Z W 0 3 U p p U z ' O V) RAFTER • 16' O.C. 1/2•CDX SHEATHING CONTINUOUS HEADER •MULTIPLE OPENINGS BEAM 6 STRAP LSTA • EA. RAFTER 0 op° 142.5 0 EA. RAFTER o ° ENp p DISTANCE NA11LS� O.C. o NAIL Bd COMMON EXTEND HEADER \ SIMPSON NAILS•9' O.C. TO KING STUD •° TOP PLATE PND (14 GA,) /i �gz aooNm ° Won�z<ircrc NAIL TOP PLATE °// owooawo o ° 2- 5/5•ANCHOR BOLTS TO BTH,OF HDR o/L...� RIDGE BEAM w/9'x3'PLATE WASHERS 2 ROWS Ibd NAILS NOTE•9'O.C. RIDGE STRAPS ARE NOT 2 WWwo�� 8 CORNER STUD HOLD DOWN IIII OPENING REQUIRED WHEN COLLAR TIES OF Y uZw �o�Swo= FOUNDATION 1 NOMINAL Ix6 OR 2x4 LUMBER �— o mo SCALES N.T.S. !e ARE LOCATED IN THE UPPER 0. THIRD OF THE ATTIC SPACE AND O o w O o o a z w AFTER TO PL TE CONNECTION � : ATTACHED TO RAFTERS USING SCALE.N.T.S. .,. 5)10d NAILS EACH END U n'� RID E D T.S.AND AP w an �'a 9CALE� N.B STR C N RROW WALL BRACING SCALE.N.T.S. R" w E2 > I N Yv 4 0- 1 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS W ROOF FRAMING 1' (n 2-:-BLOCKING TO RAFTER(TOE NAILED) 2-ed 2-3-II EACH END I I w RIM BOARD TO RAFTER (END NAILED 2-I6d 6d EACH END 'I ' DBL TOP PLATE F 2x4 DBL TOP PLATE WALL FRAMING W 0 O Q TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-I6d S-Ibd AT JOINTS SIMPSON SP4 (20 GA,) I e Q W w K E STUD TO STUD(PAGE NAILED) 2-I6d 2-Ibd 24'O.C. r� L ..(n� HEADER TO HEADER(FACE NAILED) 16d I6d 24'O.C.ALONG EDGES eT'y I V/ N FLOOR FRAMING i i F 2x STUDS • 16' O.C. Zj �Z p Z of I I I O Q JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd 4-IOd PER JOIST O I I I ' BLOCKING TO JOIST (TOE NAILED) 2-6d 2-IOd EACH END ' I lel 2. STUDS • 16' O.C. L L Q BLOCKING 70 SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-I6d EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-I6d 4-I6d EACH JOIST HEADER STM PLATE W JOIST ON LEDGER TO BEAM(TOE NAILED) 3-Bd 3-IOd PER JOIST ul �, I Q BAND JOIST TO JOIST(END NAILED) 3-I6d 4-I6d PER JOIST FULL MGT. STUD '� ��' BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT MDR UPLIFT STRAP ,� I r J ROOF SHEATHING s1MPsoN JACK STUD REFER TO TABLE q FWD (14 GA.) WINDOW SILL ems, WOOD STRUCTURAL PANELS PLATE ` RIM JOIST RAFTERS OR TRUSSES SPACED UP TO 16'O.C. Bd IOd 6' EDGE/6' FIELD I`TMie RAFTERS OR TRUSSES SPACED OVER 16'O.C. Bd IOd 4' EDGE/6' FIELD 2- 5/5' ANCHOR BOLTS - ` w/ 3'x3' PLATE WASHERS LOOR JOISTS B C° GABLE a 3.- ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd IOd 6' EDGE/6' FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd 6' EDGE/6' FIELD �l aYaaaS s �`°'� OUTLOOKERS �� - SILL PLATEdb�"..?aaL+o a3� GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS Bd IOd 4' EDGE/4* FIELD. 12 GA. ANCHORS TYP. a 3E s� €60�1 ale» CEILING SHEATHING ° ii a m € dJg�j� a3°: GYPSUM WALLBOARD _ 5d COOLERS 7 EDGE/10 FIELD I •S I. .91 ff I 7 a �2 WALL SHEATHING SILL PLLATE TO TOPAPLATE ELS r kia�g`.-o ft SSt6g; i� SEE NAILING SCHEDULEdi K 3>'$0� WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24' O.C. Bd IOd 6' EDGE/12° FIELD I� 5/5' ANCHOR BOLTS 6 38' O.C. m g� Wy Jy' AND 2%2' FIBERBOARD PANELS Bd - 3' EDGE/6' FIELD MIN_ 7' EMBEDMENT °p GYPSUM WALLBOARD 3d COOLERS - 7' EDGE/10° FIELD w/3'x3'xl/4° PLATE WASHER F TUDS It I-IEADERS � m FLOOR SHEATHING ALE,N.T.S. ao WOOD STRUCTURAL PANELS C SILL Tel PLATE w/ WOOD STRUCTURAL PANELS 11 DGE/I° FIELD �o I°OR LESS Bd IOd 6' E I SCALE, N.T.S. O GREATER THAN V IOd I6d 6' EDGE/6' FIELD z" w �( N W \L W m O N Dn e =N y y mm q \ ZE R O 9V ZO DN p NNE -1-4aT -9 D t.m70 v`OFI r-gym I r o�lm I N II __ _ _. y " III 9 I II s I '� D O " =N I M. p I I I ut� I O II r 0 p III I o— 14 I I 1 � I I < ._1 po III I 1 1 III pDN p T — m N �= I III pp N Z ZOA zp� II%IIII j` � fZi _____________________ -- -- m O m7 / r / � I / --------------------- h .c � A� \ I 1 I\\\ 11)) Q i I I •It� \D \\ I 1 I I I I J I I I n N \ O� I a / I 91810r 7TD I i I J'O.91 BKL I I I I � I 1 I I / I I / I I / I �.r. ._ ---- —.----------------- +. I rF I � O I "O I 0 m j " "n - a �\ 1 D r c � Y s 1 c — r W D a 3 to Ip R 3 r � o N � d 1 6 D � � r z a � n IMS LE AND FOCAL BVIIDING CODES VARY SCALE: 1 AnY A1ENossTHECa wTRr. DUFroCOPYRIGHT DATE REVISIONS AND "NYoTNER Y.IABLESNou"I SUCN SECOND FLOOR FRAMING NORTUDEWEATHER ANo satcallolnows,Bu NORTHSIDE HEREBY EXPRESLYITATERIAECONE R OSSIaUtt O DESIGN 0 2 4 B SITE INSPEETW oR TNmNrnaNFTINSION. ETCO ISI TY OR u BI T RESERVES COPYRGHT.ITS COMMON LAW THESES PLLANS ARE AES LO a[SRd6 AGDR Um ED PROPOSED DESIGN NOT TO BE REPRODUCED ANY LDSSG DR D ACES I 7NE DASSOCIATESSHEET N0. D m FRRaas aR issows w THE DRAHT!ORBIRUCNPN DEfTtlENtlCS IN CHANCED OR COPIED IN ANVDESIOL NORTH9DE DESIGN ADVISES MCLAUGHLIN RESIDENCE FORM OR MANNER WHATSOEVER T BEFORE CDY4ENONG CONSRNCTION, WITHOUT FIRSTOBTAINING 1HE 4/1E PUNS BE TAKEN TO rauR LOCAL DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGNDlwC DEouNTvcm AND/w w�ECTaN 54 STUDLEY ROAD E%PRESS WRITTENPERMISSIONRENEW AND APPROVAL REGARDING ANY i!1 VAIN STREET•rARMouTNPORr•AIA oz.Ta AND CONSENT OF NORTHSIDE CHECKED 9BlE MOREPENCIES W STRUCTURAL N7ANN15, MA. caoe>ses-mo (BOBT nsz-98G2 DESIGN. gm r to 2)1 4�111 7/4' LVL D HEADER -D ____I __ 2NI0 I6'O.0 .____ ______e -4Jf Ap 1__. m _ ____ r__._._ ......... -(I4AA Fa_�mD 2)1%X9%"L `'�2)1-toq LVL I n n �A^ LN I II O r�• to N UO�1 z �"N ' ! 11 2x10 16•O.C. 1Nn�Z m,q n mX y ppN wr I= -- A 1 ! r III—RIDGE L ! OM 1-0 5g ------ 1--�,I r I r-------- al.--- toa r II 1 A O G O 1 I D 11 9 j �;y I I ' I \ I_ _ _' _ __�1-Y � Z)f 4pc9Yf LVL --- -- -•I--'--_ - __fin rr== cc --—�-vc�l — -- --- -- -- - - - -r - ,-- ------ - ---- - -----------------+ i I � I 1 I I I - - ,* 1 L Ir I 1 I I I _y__�1 I I/ �- ----- - ---- ------------------1T 1 - I �_Nu `\J 1 I I C__-1 �� 11 1 __I I- �' I / �y------ - - -- ---------------- III L - __II / I _ __________________AD ____� 1 1 - -' )� ___-r r — — I II ; 1 I , / I 11-�r_____ __________________D —4p ----r--- ,A3 A ! l y \\ I I II/ `��� II// \\ I _ I I / I I LJ_L______ 11 Jy- _ ___ __________________ p Om I I e. I \ ---- �. -- --J - It $ i u A - ------ --'-- ------ ---- O D P --- -1-y7 II - to 1 1 I - \\ - m r - - �___ - ---IT- \ A A-% _ D- I I 1 rII 1lu- -- --- --- -------`DTI ----------' -- -- ---T, T ,`0 11 D '- r7M1 r-- ---- -- ------- ----------'1*- d --Ir- ------r I i - , II / ____ _ __ _ ------------------ ------------------ rN! N 2NIo RIDGE I D�• m 7-pII y CRIGKT II° FOR LAY-ON I _ I I -� II -fNn 1 a� m E \ N FRAME A - - - --- I-- ----------------IT-] --- -- ---------------JJ'- . T^0 II ^ OO \ 1 I n I P 1 I I I I IAN OO rNL • -_. ._._. .J i i i �°,. ^ �c \\\ �°-2)t 7,N16• LVL RIDce �\, 1 l i ---- ---8--�tl r \ 6 A I i i W ! : 2>,IZ 16'O.C. I I I ! T^ L•N '.)' A D A a N mn 77pp p N113 e,A3 D D ae � D I 11 m��p O r 11 j IOyp O3ri,yDm m m ��mO m AR ! II mR ^ r/// ,� r nD�D A A f1X A mm 1mto o rylI I <' I < �/ E A A n i I 9 21110 FRAME B L N It -� - - - if rul \`\ II 11 II I €m i v - j _ i O I• " r ,II I I m I II (V I Up II I I `\• it I 1 2.12 ib'O.C. II != ADt DW II I IN II II IL JII O mIR <m �A I� — — c II 11 A3m r II II I I 4 I II N 'MR ! I ED y II IIL L "i IL 1 L iL p 1 I m N lapp m 'I I-- �I A A I D- I 1 D TI I f/2 I I p •yq= 1 I I m_ A D III 11 i I�/J I I h yd� r 11 A O O8 l y p m21 ' 11 II II A ' A. _. ._ ._ ._. _. ._. ._ _. ._. ._ ._. . . ._. _. _. _. _. _. ._. ._. ._. ._. ._. ._. ._. ._. ._. _. 3 = �p �A KZ 2)I'UII TAA' LVL Pk 10 O Jg y CANTILEVERED A Om Ym /► < < N-4Z DA A O <i L m SLOPE RIDGE z m rN vo A i L"' z SLOPE 44N A Q ' �n4Ir .oU 8 N RIDGE V- L 0Y -I— ^^dr SLOPE =3C7 �( _ L E q 23 D Or g p m O r b a n a 1� in, 9 SLOPE p iN D �7 A, ,I, << 1�nC £ ^� 1... i V m £u 4r RIDGE a 1 3 D A bLOPE C z m 26 p Ell LN m A dr ^ L� - r 3 a tp s 3r - E o N -4 N \ g z RIDGE :4N Im A Z L O z n ID IIJII TATE A LOCAL BUNG CODES VARY HIdALE: 1 8'a1'-D" TLY A O%THE CaNMY. DUE To .., IS AND MANY OTHER VARIABLES SUCH COPYRIGHT DATE REVISIONS ' TAA,NER AID=aL CDNDITIDNS, ROOF FRAMING NORTHSIDE ac 4E PISK5.ONE R CON BR,tt or RESERVES HEREBY ON LAW DESIGN 0 2 4 B 18 -SI VI wSpErna OR RMSIDE COON x9uA ETC.. NORTHSOE DESIGN RESERVES ITS COMMON LAW SSUMES ND RESPON981ptt OR uABl ED DESIGN COPYRIGHT.THESES PLANS ARE OTI ANrR OR OR D AqS 'Al PROPOSED ASSOCIATES NOT TO BE REPRODUCED SHEET N0. DATE: TO ERRORS a OMmONs w TN[ DRAWN S OR 30NCTURAL DCTIdENCRS N CHANCED OR COPIED IN ANY E DESIGN.NORTNSIOE DESGI ADNSES McLAUGNLIN RESIDENCE FORM OR MANNER WHATSOEVER AT BEFORE C RAIENONG OENSIRIICOGIt WITHOUT FIRST OBTAINING THE S.2 .2 4/16/09 Es[RUNS BE uRCH D YOUR Lau 54 STUDLEY ROAD DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN EXPRESSWITHOUT WRITTEN PERMISSION WLDWG DEPMTMCNI ANDIpi WSP[GTgt OR REVICN AND APPROVAL REGARDING ANY 141 MAIN STREET•YARMOUTNPORT•MA 02675 AND CONSENT OF NORTHSIDE CHECKED OSS IE.DISMEPENOES IN STRUCTURAL HYANNIS, MA. (60B)30]-2210 (BOe)312-1102 DESIGN. BENCH MARK: TOP OF FND. ELE.= 40.5 ri{ ' a (SAS) SHALL BE 1 4ANHOLE COVERS TO EXTEND TO }} 41THIN 6" OF FINISH GRADE 60' LONG LOCUS ------ 4' WIDE 10' MIN. 2' DEEP 2% GAS BA'"FLE REQ'D STUDLEY RD. 3S.33 1% ;CP PEASTONE i , �I w NEW ��, 38.88 6 D.B. Y -� �- I ~ 3 '78 7jlo �o l =; ;:;::� iyi"' 2" PEASTONE TOPPING o 1 ,500 GAL (0•S1_ •... ,l : 2' .:. 1. � � I.:,.11..y 1'4'•�.r't � ♦ 0C 6"�Rl uSHED .. TONE OCEAN ST. i 10 _ I _ 8' 3' 34.5$ 60.00' 3/4" DOUBLE WASHED STONE ALL AROUND LOCUS MAP I l 6" CRUSHED STON=" ; 4' WIDE XE60'ACH LONGRXN2H DEEP GENERAL NOTES : F i - ELEVATIONS SHOWN BASED ON U.S.G.S. DAf.001 I SOIL TEST LOG SYSTEM PIPE SHALL BE EITHER C.I. OR SCHEDULE 40 P.V.C. PERC RATE= < 2 MIN/INCH Aw-roSTmz ffE' Z9.3 2 - THE BOARD OF HEALTH SHALL BE NOTIFIED 1, L' - A KFI IN OF SEPTIC SYST M P R 0 P 0 S D SEPTIC SYSTEM 2 `3 — SEPTIC SOYSBEM STRUCTURAL COMPONENTS DEPTH 38. `30 NO SCALE - 0�35E+��� SHALL BE CAPABLE OF WITHSvANDING A Et.- = OZ H-10 LOADING UNLESS SPECIFIED OTHERWISE 4,� (--� A/E LOAMY SAND 2� ` - SEPTIC SYSTEM' UNDER DRIVEWAYS SHALL 1 l D« --I- 6 LOAMY SAND COMPLY WITH A H-20 LOADING. „ THE DESIGN AND COMPONENTS OF THE ---I— Cl FINE SAND SYSTEM SHALL BE IN COMPLIANCE WITH THE',::_; ' •� ��. STATE OF MASSACHUSETTS SANITARY CODE TITLE V, AND SHALL BE IN COMPLIANCE WITH of THE LOCAL BOARD OF HEALTH RULES AND � .: A /l • . REGULATIONS _ - _ _ _._. - CONTRACTOR HA BE RESPONSIBLC , - t. � _ THE CON _- .__.._ ___. . _ . TRAC 0 SHALL UTILIf6 AN J �0 �� ��• 10 # I' SHALL NOTIFY DIG - SAFE PRIOR TO I SOIL LOG PER MID-CAPE SEPTIC ''Q7 --':'---- CONSTRUCTION. I j r: �� T �` - NO GARBAGE GRINDER . Y, a'�o � � o DESIGN CRITERIA: 10, �� C DESIGN FLOW i Boa I f EX15� ��JVE IN 3 BEDROOMS AT 110 G.P.B. / DAY 330 .D. (� �A�I , LL G REQUIRED SEPTIC TANK: t � LEACH TRENCH __ _ r � LEGEND : N D : -- -- 60' LONG X 4'WIDE X 2' DEEP I 3 E:_Df 00MS `CIS 014 �1500 Cotton 7 I EXISTING CONTOUR - - - -- JAl�" SEPTIC TANK PROVIDED 1 .500 GAL' ' ,, WATER GATE r PAVLcrvx NC b DESIGN PERC RATE 1<2 MIN/INCH W.M. _ WATER SERVICE --W—W p- 9� SIZE OF REO'0 (SAS) AREA = 330/0.74 `�446 , .! TEST HOLE c P KSti SIDEWALL S.F)100-001'. BOTTOM �2)(2)(60)+(2)(2)(4)=256 60)(4) - 240.0 S.F. t J,SIZE OF LEACHING FACILITY PROVIDED:NOTE: 0256 + 240 = 496 S.F. 367 GPDNO WETLANDS ARE WITHIN 100' TO THE INSTALLED (SAS) EFFECTIVE DEPTH: 2' EFFECTIVE LENGTH: 60' ! o .-_. EFFECTIVE WIDTH: 4' ; J PAVLIK - CONSULTING ENGINEERS 76 VILLAGE STREET k-EDWAY, MASSACHUSETTS a THIS PLAN REPRESENTS AN AS— BUILT (508) 533-8242 OF CONDITIONS MEASURED IN THE FIELDZ U D LEY ROAD PROJECT: SEPTIC SYSTEM REPAIR j FOR 54 STUDLEY ROAD PLA N' sGu[ AS SHOWN °'o�rn'�' JP a'� 8/28/00 NEW MAP 306 / LOT 15 s, 2C, , OWNER: THOMAS ROCHE 54 STUDLEY ROAD HYANNIS. AAA 02601 r .