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HomeMy WebLinkAbout0104 MELBOURNE ROAD - Health 104 Melbourne Road Hyannis A= 268-?-28 TOWN OF BARNSTABLE LOCATION /0V :V CZ�-J)Z )E SEWAGE# G/0—/(0 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. S _ e SEPTIC TANK CAPACITY j5-00 l�Ni,J LEACHING FACILITY: (type) /Ek : e; 4c /j -zo _ (size) /� 2,e.^s&Go NO.OF BEDROOMS .(�(Wn OWNER PERMIT DATE:, d.(p o COMPLIANCE DATE: Separation Distance Between the: ?OTTL'mc Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ND G&L (A}-@jQ 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 _ co l z �j G9 R -o a r� N e, ft © � I No. 40/0 a., �. �104 /I vo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPYication for Misposai 60stem Construction pertnit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.1 04 K0900P-A C 9!D 1�ykw►.2�4 Owner's Name,Address,and Tel.No. 67ev2+,j K. CcxSl<� Assessor's Map/Parcel 4 -dize +sTnk P- AS Cam' kA au. Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �g�-17_53t 3 17ou6 '�Rsw►� _,7 tZ�r"3r C�o55Fi 2�K5� e kA 62f-4q Type of Building: Dwelling No.of Bedrooms Lot Size �1��3 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons 2 Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) Z Zd gpd Design flow provided Z ZC' gpd Plan Date 4'[9 110 Number of sheets Revision Date Title N CZJ '58-,V�i C Sy g rtY-1 Size of Septic Tank Sao CA � Type of S.A.S. AtKC 3G H C TRd-wCl., -a Description of Soil tt �y CAy"! i /A eb t U h',. i5A oN > Nature of Repairs or Alterations(Answer when applicable) Date last inspected: tin 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 Boar ea i ed p Date (� Application Approved by j Date Application Disapproved by Date for the following reasons Permit No. Date Issued . i .. 00 aaC �{J v No. _ ' Fee THE COM�'QNWEALTH OF IIASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal *pstein Construction Permit Application for a Permit to Construct(1�Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components �t Location Address or Lot No. I O A,M ez,�ooR N C_ 3) Owner's Name,Address,and Tel.No. 5�v c� Fl. c�l< Assessor'sMap/Parcel Z.� �ZZ �j 43 31 ZEz�,,--2E-i2 RD /� A5N-pc�- kA`o2E+g Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. gZS� 47� j313 50 _Y 02-2/S iz w� C2oxF,Ec� �z� r�aC�r�>Zc- MA o2r-.41-( �. Type of Building: Dwelling No.of Bedrooms Lot Size (00 sq.ft. Garbage Grinder( ) Other Type4of Building No.of Persons Z Showers Cafeteria( ) "S Other Fixtures Design Flow(min.required) Z 20 gpd Design flow provided Z Z0 gpd Plan Date 4 I Number of sheets. Z Revision Date Title 'Size ofSepti`cTank 15CC:) C Type ofgqS.A.S. A C 7 HC T17C JCI,( —t Description of Soil �5 14y�It LC�/�r`"� / C1�i U 11-k '� 4 'Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The-undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to°place the system in operation until a Certificate of i Compliance has been issued by this Board ealth ig ed P Date / U Application Approved by p f Date Application Disapproved by Date for the following reasons Permit No. . Date Issued w. - - - -_ - - - -- - - -------------------------=-------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by T:�eu�G S P\ ((^ )ti at -I 11A,V 1 \`J C) �j has been constructed in pcco dance with the provisions of�f Title 5 and the for Disposal System Construction Permit No / dated Installer �J 11 C. S 1 7 ( �j..� �J Designer L`l�C�IC- " 71�►-� j/���5, /PC #bedrooms V Approved design flow Z Z gpd The issuance of this pbrm/to shall not be construed as a guarantee that the system wi unctfbn as designed. Date (� Inspector ,I�A No. / I Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE;MASSACHUSETTS Disposal *pstem Construction 3permit Permission is hereby g. nted t9 Construct( Re air( ) U Lade(� ) ban•o ( ) �� System located at 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:Constructio st a om leted.within three years of the date of this permit. Date Approved by f e 1 10/11/2010 08:11 5084775313 ENGINEERING WDRKS PAGE 01 Town of Barnstable Regulatory Services Thomas F. Geiler,Director Pubes Health Division Thomas McKan,Director 260 Mau Street, Hya=K MA OMI ot1Hm: 5084W-4 44 Fax: 50849Q- W We: 10 // 10 sewage Permit# Amessur's Map/Pareel 2G ZZ. Deaigger. ,�Lo,I�L��tn,,6�VjVYW �n C. - bstaer: � � {ric•v� . Address: TL W. Cr*S 1: 0` l Cat -0A Addrm: - �i�re. on 6.A, �KC was issued a pmzlh to install a e (installer) septic system at 104 qyA based on a design drawn by ss) I certify that the septic systenn referenced above was installed substantiaAy according to the design, which may include minor approved changes such As lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic System refer ced above was installed with ma or Chagos (La. greater,than 10, lateral relocation of the SAS or any vertical mlocaticv of say component of the septic system) but in accordance with$tuft&Local Reguia�tions. Plan revision or certified as-built by designer to follow. Stripout(if required)was ftL9xcftd and the soils were found satisfactory. �14 OF Mqd+ PMR r. 0AWerf.s Signature) MCENTEE H CIVIL No.35109 R�4 finer'S iiiiM= D 1� $. E COMM ftfctaadoc :. Town ofar>4stabE P#- 1 �6 Department of Regulatory•Services P ablie Health Division Date iolP a�� 200 Main Street,Hyannis'MA 02601 �crv4nJ Date SchedWed � o :` Time '��"` Fee Pd. . Soil Suitdbil ity Assessment for Sewage D sport l Perforined`_By �e►� M�• 1�� Witnessed Bv: l w LOCATION& GENERAL INFORMATION, Location Address Owner's Name ff L' 110 O z: P►n . 1Z�' 1 q Y4ln Address!��Z S �a! ^✓le ` . ire! MrAP . .,., ,. GA ca Assessor's_Map/Parcel: ��Fj 2:2- Engineer's Named NEW CONSTRUCTION REPAIR Telephone# Sd T -73 7 ((7. Land Use- Slopes(%) Wro '(ty—.Surface Stones Distances:from: Open Water Body ft Possible Wet Area?l ft Drinking Water Well l� S I ft Drainage Way 7 Sti ft Property Line. U—2® ft ::other. ft SKETCH:(Street name,dimensions of lot,exactloeadons of tat holds&perc'tests,locate wetlands in proxiinity to•hD1es) Parent material(geologic) ® '9 Li Depth to Bedrock - Depth to Oroundwater. Standing Water in Hole: N! ¢ Weeping ftom Pit Face Fstimated SeasonaLHigh Groundwater f DETERMINATION FOR:SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: 1a. Depth to soil mottles in Depth to weeping side of obs.hole: in, ©roundwgter AdJustment ft Index.Well:# ` Reading Date: Index Well level ' 'Adj.fttoir ,,o,. Ac({.dtGttfldWaterleVg1,,;, PERCOLATION TEST Dato Time.�, T :Observation I Hole# l Time at 4" Depth of Pere —�- Time at 6 Start Pre-soak Time® Time t� End Pre-soak Rate Min./]n44;t' 2 Z' _4' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be.conducted within 100' �f wetland,you must first notify the'. Barnstable Conservation Division at least one (1)we0k prior to beginning, Q:ISEPPICIPERCFORM.DOC r Hole DEEP.OBSERVATION DOLE LOG Depth from Soil Horizon Soil Texture :. :•.Soi1 Color`.. "' Soil Other Surface(in.):, (USDA) (Munsell) Mottling Structure:Stones,Boulders. Mel DEEP OJig ERVATION`HOLE`LOG Hole# Zs Depth.from Soil Horizon . Soil Texture Sou Color Soil other USDA (Munsell) Mottling (Structure,Stones,Boulders: (USDA)Surface'(in.) L tv (j / 4 .d. DEEP OBSERVATION'HOLE LOG Hole# Depth from:.. Soil'Horizon Soil Texture Soil Color. Soil other . rfaco-in (USDA) (Munsell) Mottling (Structure,Stones,Boulders: Su ( ) - Consiste 0 z 6-( c M S 47�57 �C 3 DEEP OBSERVATION'HOLE``LOG Hole# _ -. Depth from Soil Horizon Soil Texture Soil Color Soli Other Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, z3� l _ S Flood In�uranee Rate Man 77 Atiove SOO:year flood'boundary No Yes ^' Vi!ithln S00`year'boundary No f lfes Within IOU year floodd boundary No Yes Death of Nattirallv®ccurring Per4i)US 1aterial f. Does at least'four^feet of naturally occumng pervious maSrial:exist in all"areas observed throughout the area proposed for the soil absorption system? -_____�`� — If not,:wliat is the depth of naturally occurring pervious maCartal?' Certi anon Lcerp . .that on (date)I have assed the soil evaluator examination approved py the fY P Department of Envi onmental Protection and that the above analysis was performed by me consistent wtth' the`required training;expertise andexperienee desenlied m 10 CMR 15.017: nature Date 1 g x' SBp71CtPBRCPORM:DOC Q' . 12EED RESTRICTION WHEREAS, Thomas J. Butch of 13525 Portofino Drive located in Del Mar, CA 92014, is the owner of 104 Melbourne Road, Hyannis, MA and being shown as Lot 30 on a plan entitled "Subdivision Plan of Land in Barnstable, Mass. "Straightway" Scale 1"=50% 14 January 1971, by Robert G. McGlone, Surveyor & Engineer, Main Street,West Barnstable, Mass., for C.K.M. Associates,"duly recorded with the Barnstable County Registry of Deeds in Plan Book 250, Page 143. WHEREAS, Thomas J. Butch as owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CMR 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 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, Thomas J. Butch does hereby place the following restriction on his above referenced land in accordance with his 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. 104 Melbourne Road may have constructed upon it a house containing no more than one (1) bedroom. Thomas J. Butch agrees that this shall be a permanent deed restriction affecting any dwelling located at 104 Melbourne Road, Hyannis, MA and being shown as Lot 30, in Plan Book 250, Page 143. Page 1 1 f - ACKNOWLEDGMENT ■!■[f![■!!■i f!■■■■■■!■■i i[i i f t i■■t t t t i!!■■■■i[!!t[t t[[t t!t t t t i f t[t[f t t[[1 State of California County of San Diego } ss. On 14pr:j IS, 20/D before me, 0 4. P14 Notary Public, personally appeared - hqMa S .s.. Q., C_k who proved to me on the basis of satisfactory evidence to be the person(s�whose name(s) is/ate subscribed to the within instrument and acknowledged to me that he/sM/tI)ey executed the same in his/hof/thy authorized capacity(io�, and that by his/hir/thgir signaturesK on the instrument the person(Ar), or the entity upon behalf of which the person(Wacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. „ '�' OFFICIAL SEAL ' D. A. HAWN m: NOTARY PUBLIC-CALIFORNIA'- Iz COMM.NO.1874906 .3AN DIEGO COUNTY MY COMM.EXP.DEC.26,2013 Signature (Seal) ■[i f t t t■■t t■tilt!![■■!f t i t!![!!t!![!i !t f!!i t[[!!!i t.[!t i!t f!i[i t f!Emmaus OPTIONAL INFORMATION Date of Document eyhs ha Thumbprint of Signer Type or Title of Document Number of Pages in Document 2- Document in a Foreign Language IV,� Type of Satisfactory Evidence: Personally Known with Paper Identification oC Paper Identification Credible Witness(es) ❑Capacity of Signer: Check here ifno thumbprint Trustee or fingerprint Power of Attorney CEO/CFO/COO is available. President/Vice-President/Secretary/Treasurer Other: Other Information: BARNSTABLE REGISTRY OF DEEDS �-2008 Allstate Notary Preparation. Inc.-(800)689-8456-vmv.alist@tenotiry.corn j.' For title of Thomas J. Butch see the following Deed: Book 22579, Page 65. Executed as a sehledlinstrument this 3 day of �d , 2010. Owner's signat e Owner's signature Owner's signature STATE OF CALIFORNIA , ss Date ,2010 Then personally appeared the above named known to me to be the person/s who executed the following instrument and acknowledged the same to be their free act and deed, before me. 121 1 fz-0 C �u 4Ff4,cheal Notary Public My commission expires: (date) Page 2 2. e LEGEND wEsr MAIN sr 98 —— EXISTING CONTOUR N 87.46 x 100.98 EXISTING SPOT GRADE N Z r '86 87.46 X x �'$8 I` 104 PROPOSED CONTOUR c Nomep° N X 86 �' 104 PROPOSED SPOT GRADE o PL. BK. 250 PG. 143 s8, �'� �,90 W PROPOSED WATER SERVICE 85.17 /��' 90,89 TEST PIT S' sh 87.00 �' 8 '� 1 � BENCHMARK LOCUS B� X ,-'' x 89�16 X 90,18 � � 88.31 0' S 0026'34 _W- --- 90-'/' f 93,4 x S 012446 E Craigville Beach Rd Smith St i. CB/DH/FND �— -40:422' ,,,5-7:55" 92, 0 90 . 91,7 X ----SETBAOKTT-P-4�2 �TP-2 �� , 9 LOCUS MAP NOT TO SCALE �2,�-' �S• - 60_ --TRENCH ----�1 r------- -Tp_- _ RESE., 95 �P -r-�- �_- TRNC -- 93,11 _i__�_ %P OP _E 7 -�_-�� - GENERAL NOTES: Ro gEp �*��� x 95,36 TP-1 20, PROP. RET. WALL ~a SEPTIC TANK _ _ ,�- �4 t TOP EL.=103 (TAPER DOWN) 1' BOARDLL HOF HEALTTHS TO TAND HE DESIGN HIS PLAN MUST BENGIINE APPROVED BY THE LOCAL a�a �, 0-0-C---N -96---- f g8 BOTT. EL.=97t .a , am Ili2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 20. 96 __ - a) I` OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE W N o 98 _g8 c LOCAL RULES AND REGULATIONS. 97PROP. PATIO 100 r �` 3 1p0 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE ( 1 30.0' - EL. 96.5 1 _ -'' 49,7' r O DESIGN ENGINEER. ta- h ///' co-02 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING :: rn vi 104 0 ao _�_ 99,35 o >` FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN X 8.94 o°pg 102 ENGINEER BEFORE CONSTRUCTION CONTINUES. PROPOSED HOUSE X .,. 1 0 o 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. T.O.F.=104.5 �, 0 x 101,45 � 0 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 102 � O.F. 10 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF Ip2 _ i ,�'� �� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. FL.EL. 97.Ot �/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 102.68 \��\ 104 104 1 36 '� Lot 30 ,10A 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 1Lot S.F.' 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS � � AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 104.42 X WK. --- .._-_' Map 268 '� DIRECTED BY THE APPROVING AUTHORITIES. N Parcel 22,8 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ' X THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING \vPROPOSED 10 0 CONSTRUCTION. i U- 104 DRIVEWAY ��. } 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 104,4 \� �� CD IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND i 1 66104,56 9 67,��� �. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). ^'-42,57 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE CB/DH/FND N 00' 125�E 2� _hl 0124�4 " W I INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. X X Sidew. k'� 104,27 X 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. FLOOD PLAIN DESIGNATION 104,29 Edge of Pavement BAS 104.25 {: 104.50 14. NO FINAL DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH DEEDED OR FLOODIN No. 250001 0008 D �, ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH INFORMATION Community-Panel103,98 FROM APPROPRIATE AUTHORITY. Map Revised: July 2, 1992 PLAN REVISION - 4/16/10: INCREASE EFFECTIVE AREA OF S.A.S. TO MORE THAN 400 S.F. Zone C MELBOURNE ROAD ��� °F Mgssq ��� °F MAssq P P � � I Y PLAN WIND EXPOSURE CATAGORY: Exposure B =`� ` ti� y� PROPOSED SEPTIC S STEM SITE o PETERT. o TERRY s 104 MELBOURNE ROAD, HYANNIS, MA McENTEE ANN ZONING CLASSIFICATION: RB CIVIL N o WARNER BUILDING SETBACKS: Benchmark Set o. 35109 No. 38721 Prepared for: Steve Cook, 43 Brewster -Road, Mashpee, MA 02649 FRONT = 20' Magnetic nail set RF PSI E o Engineering by: SCALE DRAWN JOB. NO. SIDE = 10' EL.=104.38 (Assumed) S1 S1 .E ' S Engineering Works, Inc. 1'°=20' P.T.M. 139-10 REAR = 10' MAXIMUM BUILDING HEIGHT = 30' 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. d (508) 477-5313 4/9/10 P.T.M. 1_2L 2 t a N NOTE: ITO PREVENT BREAKOUT, THE PROPOSED 1FINISH GRADE SHALL NOT BE < EL.90.3 FOR A DISTANCE OF 15' AROUND THE }}PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 1 3�) 89.3' INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT WLF.G.=96.5± OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE _ _ ' _ _ __ _ 1 F.G. EL.=94.0t F.G. EL: 93.3t F.G. EL: 93.3t r _____PROPOSED_____TRENCH___ fMAINTAIN 2% GRADE (MIN.) OVER S.A.S. 2.8" 7 � MWAN INSPECTION L = 12' L = 12' L = 8' PORT ® S=2% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) OD 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 'O"I B 10.38" TO PROP. PATIO 14° INV.=92.25 .48" LIQUID INVERT LEVEL INV.=89.87 GAS BAFFLE INV.=91.17 PROPOSED INV.=91.00 (1 ROW OF 12pUNITS AT 5.0'/UNIT) = 60.0 PROPOSED INV.=95.00t INV.=92.00Q-BO� HOUSE SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK S.A.S.LAYOUT ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS � 15.5" � (3) 5" DIA.OUTLETS 1 B- � TOP ELEV.=90.33 i 1 1 NOTES: INV. ELEV.=89.87 115.5' `� 2" 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE Y'' g• t' 8' INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=89.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 2.83' Top View Section 2' TRUE TO GRADE ON A MECHANICALLY COMPACTED 5' MIN. ABOVE BOTTOM OF H-10 LOADING SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. 310 CMR 15.221(2). EXISTING SUITABLE D-BOX 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=80.5 = MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE NSTRENCHW ONFIGURATON OF 12-ADS rWITHHNOUSTONE 63.25" AS MANUFACTURED BY TUF-TITE, ZABEL OR ENITS QUAL. N.T.S. TYPICAL SECTION dl�lww SOIL LOG 34.5" DESIGN CRITERIA DATE: APRIL 7, 2010 (REF# 12,890) SOIL EVALUATOR: PETER McENTEE (SE#1542) NUMBER OF BEDROOMS: 1 BEDROOM WITNESS: DAVID STANTON-HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I Elev. De th Elev. De th Elev. De th Elev. De th so" DESIGN PERCOLATION RATE: <2 MIN/IN TP- � �_ TP-2 � TP-3 � TP-4 � � END CAP END CAP 94.4 0" 92.4 0" 94..0 0" 92.5 0" FRONT VIEW SIDE VIEW DAILY FLOW: 110 G.P.D. A A A A DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM END CAP 10YR 4/2 10YR 4/2 10YR 4/2 1OYR 4/2 REAR/TOP VIEW GARBAGE GRINDER: NO 93.4 12" 91.4 12" 93.0 12" 91.5 12" k2 B B B i B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW LEACHING AREA REQUIRED: 330 = 445.9 S.F. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY ( ) SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 74 1OYR 5/4 10YR 5/4 1.OYR 5/4 10YR 5/4 PROPOSED TANK: 1500 GALLON CAPACITY 91 4 36" 89 9 30" 91.0 36„ 90.0 30" 4640 TRUEMAN BLVD C1 PERC Cl Cl` PERC Cl orcs. HILLIARD, OHIO 43026 Are 36HC DETAIL a PROPOSED D-BOX:: 1 INLET 3 OUTLET MINIMUM H-10 RATED (MINIMUM), ADVANCED DRAINAGE SYSTEMS,INC. ' 48" 48 USE 1 ROW OF 12-ADS Arc 36HC UNITS PROPOSED SEPTIC SYSTEM SITE PLAN IN TRENCH CONFIGURATION WITH NO STONE MED. SAND MED. SAND MED. SAND MED. SAND 104 MELBOURNE ROAD, HYANNIS, MA 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 (GENERAL USE APPROVAL FOR 7.80 SF/LF IN TRENCH CONFIGUATION) j Prepared for: Steve Cook, 43 Brewster Road, Mashpee, MA 02649 12 UNITS = 60.0 FT Engineering by: SCALE DRAWN JOB. N0. C� 60.0' x 7.80 SF/LF = 468.0 SF 83.4 132" 81.4 132" 83.0 132" 80.5 132" Engineering Works, Inc. NTS P.T.M. 139-10 DESIGN FLOW PROVIDED: 0.74(468.0 S.F.) = 346.3 G.P.D. ! . 12 West Crossfield Road, Forestdale, MA 02644 DATE PERC RATE <2 MIN/IN. ('C1 ' HORIZON) CHECKED SHEET N0. NO GROUNDWATER OBSEiRVED (508) 477-5313 4/9/10 P.T.M. 2 Of 2 1 I , M 2aD 20"a ] /z-2' 3'-lr lO1T 7Qd' - •� TEMPERED ANDERSEN ^ DERSEI4 ANDERSEN STORMWATCH la CW 13 TW2442 1 ot4w r DN o o o e 12x6WALL _ _ ' N tyo I �_s" -K+:; vf. La� uP ) HALL 2.10 E— U)w c.t O DW _ 3S'S PWMBU.G: L•1.�00 I WALL (17 f]..G ff " O 1 SINK I REF_ O© E--,a-- U-3 x ANDERSEN i N RMGF KITCHEN 2'a'x 6a - .4 BAT VS 364 ¢C TW2446 Z-3' 3'-1 R(FY fQTCtffN ISL1TE 4'IrBIF zsx66' IL."LI O VM'GdL¢i. LAYOUT WIOWNERj , LIN I m I' I? WATER I 1 SHOVMER I HEATER -w . tf b ?� b W W 1 1/ACCESS 1 I b tzo O z I 1 PANEL I I t-`•' N aQ l O L__J II v530 VS M4 cU.S a <a a SKYUGHT f- i_ LIVING I LOFT I (OAK HARDWOOD) s -• A A ANDERSEN ANDERSEN A4 1 1 A4 Twz446 TW21w _ 1 BEDROOM I N A - A II VELUX t, A4 4 I zv x II 304 SKYLIGHT - I _ ILABOVE T% GAS F P dos. 9 ZD'x IE' I _ _Y Z-3- T-41 10'A' 3'4r ANDERSEN ANDERSETi- TW2445 TEMPERED TW2442 Zy ANDERSEN ANDERSEN la-(r A21 TA21nH o w S I % p T 1 in STORMWATCM 4'-0' 9'% T-0' 24a2 ANDERSEN SECOND FLOOR PLAN ^ F1, O O BATH p U , 2 FIRST FLOOR PLAN z4-xG8 PKT DOOR 1: w ::D NOTES: �Q�r �O 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS c q W &DIMENSIONS IN THE FIELD w 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, FULL DETAILS,&FINISHES IN THE FIELD WITH OWNER BASEMENT FIRST FLOOR =560 S.F. 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT SECOND FLOOR =336 S.F. W O FIRST FLOOR TO BE 6'-10"ABOVE SU13FLOOR Z (/� -1 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE BASEMENT BASEMENT' OS SMOKE DETECTOR SCALE: WINDOW WINDOW 5-) PROVIDE UTILITY INSTALLATIONS FROM STREET TO NEW HOUSE ©CARBON MONOXIDE DETECTOR I/4" = I 0" VIA UNDERGROUND CONNECTIONS TO COMPLY W/ALL LOCAL CODES A 'I q 6.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS A4 A4 DATE: TO BE 3000 PSI THE DESIGNER SHALL BE NOTIFIED IF ANY A/1 1I/�O 10 7.) THIS HOUSE MEETS ALL REQUIREMENTS OF THE MASSACHUSETTS 110 MPH } ERRORS OR OMISSIONS ARE FOUND ON `t 1 WFCM CHECKLIST. THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR 8.) THIS PROPERTY IS RATED EXPOSURE"B"AND THE HOUSE HAS WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. AN ASPECT RATIO OF 1.50 IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE r DESIGNER OF ANY ERRORS OR OMISSIONS ` 9.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF 10.)THE NAILING SCHEDULE ON SHEET A4 TO BE FOLLOWED WITH NO EXCEPTIONS. THESE DRAWINGS REOUIRES THE WRITTEN DEVIATION FROM THIS SCHEDULE WILL REQUIRE ADDITIONAL METAL HOLD DOWNS&STRAPS 21r.( BASEMENT PLAN CONSENT OF THE DESIGNER THESEDRAW.NGS -'� 11_) F ALL SIMPSON COMPO FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION O ENTS ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTEC710N ACT OF 1990 U J . z 12 (� BOTTOM OF BOTTOM OF 12 CEILING JOISTS CEILING JOISTS a1 V' -- -- QQN V Ocb O O E 9 W 00 °D TOP OF PLATE aD TOP OF PLATE O� @ KNEEWALL cO IWEEWALL _ E"�cnIn Q b b O c", SECOND FLOOR SECOND FLOOR _ SUBFIOOR _ SUBFLOOR `�. 70P OF PLATE TOP OF PLATE ATW 03(152 WINDOW TRIM AT FROM WINDOWS ONLY FTTl o N ® ` MIO-AMERIC.A HAR80RVIEW- m m m PVC SHUTTERS AT FRONT ONLY Ifl i FIRST FLOOR FIRST FLOOR Now SUBFLOOR SUBFLOOR RIGHT SIDE ELEVATION CONT RIDGE VEM ATW B-9 ENTRY TRW DENTIL HEAD WJ FRONT ELEVATION TYP.I x 6-FLYING RAKE' TYPICAL ASPHALT BOARDS VW AZM49 DRIP& (r V 1 ROOF SHINGLES 1.4 SUB-RAKE 12 w BOTTOM OF CEILING BOTTOM JOISTS 12 ( � �{1 CEILING JOISTS CEILING JOISTS � - v 1.8 FASCIA&514x8 FRIEZE BOARDS C O O O °P TOP OF PLATE TTOP OF PLATE m CDKNEEWALI @ KNEEWALL [�rC...FL-R ECLOORFLOOR SUBFIOOR TOP OF PLATE TOP OF PLATE ^� AZEK L x SM.6 AZEK 1.4 T►-LM��1 ✓[ ) CORNERBOARDS- TRIM W/ lyMv-7 SILL V KJ - W C SHINGLE SIDING �y - S TO WEATHER r� FIRST FLOOR FIRST FLOOR fir—+ SUBFLOOR �r SCALE: b b DATE_ a 4/11/2010 DRAWING NO.: TOP OF S_AB - TOP Of SLAB 1, LEFT SIDE ELEVATION REAR ELEVATION L U 20'Q SIMPSON CSI6 COIL STRAPS .� FROM WALL TO WALL ACROSS LVL BEAMS ON BOTH ENDS 3-1 3f4.11 71Ir LVL OF REAR ELEVATION F.I 1 O <'c"I II QO ¢_rn 31 3/4-xtI'ffir1VL Co X H N 2 o i A � A IFT o , - I SOLID 2 x 8 BLOCKING IN THE OUTSIDE TWO RAFTER 6 CEILING JOIST BAYS @ 48'a.c.ALLOW SPACE FOR AIR A A 1 5 FLOW ON UNDERSIDE OF ROOF A4 A4 SIMPSON CS+6 CO11 STRAPS A 1FROM WALL TO WALL ACROSS LVL BEAMS ON BOTH ENDS OF REAR ELEVATION 20•-(r 0 ROOF FRAMING PLAN SOLID BLOCKING NOTES: W Z IN THE FIRST TWO i I I I 1.) ALL ROOF RAFTERS TO BE 2 x 19s r t� JOIST BArsLa1 I 1 I I UNLESS OTHERWISE NOTED `J 4fr 31 314'x 11 7/8'LVL 1 34.1+ 18 2.) USE 2-SIMPSON H2-5 HURRICANE CUPS AT ALL RAFTERS ENDS �¢ 3-)VERIFY GUTTER TYPE/LAYOUT 2O� W/OWNERS O L SECOND FLOOR FRAMING PLAN b 000 ~ P.T.2 x 10 LEDGER BOARD LAG BOLTED TO a SOLID BLOCKING W112)LEDGERLOK BOLTS 16'o c W1 JOISTS W14GERS AT BOTH ENDS r ,n 1•�-1 11`�^/1 rvr1 v.j l PLYWOOD/OSB PERCENTAGE PER WFCM 110 MPH EXPOSURE B GUIDE,: +�on coNc SOWTUBES TO �x 4V BELOW GRADE BLDG.DIMENSION BLDG.SIDE REQUIRED% PROPOSED% vW SIMPSDK S S v ABU"POST BASE L FIRST FLOOR LEFT.SIDE 31% 62% r n w L FIRST FLOOR RIGHT SIDE 43% 82% 0 o L SECOND FLOOR LEFT SIDE 15% lam - L SECOND FLOOR RIGHT SIDE 15%. 100% W FiRST.FLOOR.FRONT 59% 73% W FIRST FLOOR REAR 59% 75% W SECOND FLOOR FRONT 30°! 871A - W SECOND FLOOR REAR 30% 87% - SCALE: W LOWER LEVEL REAR 59% 65% Yo'* Y^A NOTES: Aa a 1/4" = F-V 1,USE 3-EDGE NAILING&12-FIELD NAILING SPACING ON ALL WALLS 2 1.50 ASPECT RATIO DATE_ 4/11/2010 PT 2x8 SOLID BLOCKING s@16'oc FIRST FLOOR FRAMING PLAN DRAWING NO.: • IN THE FIRST TWO JOIST BAYS @ <B'oc 3-P.T.2.16s 20'4T A3 5'S II a A' l 1 � . U CONT RIDGE VENT TYPICAL ROOF CONST_ 1.2.10 RAFTERS 4024-o. SPECIFICATION NOTES: - 2 12 Cox PLYWOOD SHEATHING 3 le r�T PA OOF SHINGLES 1.AZEK TRIM THROUGHOUT FOR ALL TRIM (� 5 T(R=30)BATT INSULATION IN CEILINGS 2.CERTAINTEED WOODSCAPE OR EQUIVALENT ASPHALT ROOF SHINGLES 2.Es @ 16'a c,USE 6 2-1 3/4'x 16'LVL RIOGEBENA O) 5-10d NAILS EACH END 7 2-51UPSON H12 5 HURRICANE CUPS AT ALL RAFTERS 3.AZEK DECKING B.ICEANATER SHIELD AT BOTTOLH=OF ROOF Q ¢N 9 PRO?-AVENTVENTILATION CHUTE BETWEEN RAFTERS 4.USE COR-A-VENT RIDGE VENT W/BAFFLES c� 10.ALUMINUM DRIP EDGE O O LD O 5.ALL INTERIOR DOORS TO BE MASONITE OR JELD-WEN SIX PANEL BOTTOM OFSOLID CORE Wl SCHLAGE LOCKSETS Q ¢-G' CEILING JOOISTS 2x 10's@16'oc .7�E`V-(v�3 6.ALL BATH FANS TO BE PANASONIC WHISPERLINE(VENT DIRECTLY OUTSIDE) I— r,In W tz 7.ANDERSEN WINDOWIPATIO DOOR DETAILS N 0 o 12 � � LOW-E4 SMART SUN GLAZING LA�o l�n WHITE EXTERIOR BEDROOM WHITE INTERIOR v Q t< TOP OF PLATE WHITE HARDWARE @ KNEEWALL !e 8.BASEMENT DOOR:THERMATRU 2 LITE STEEL 0 9.VELUX SKYLIGF(fS: SECOND FLOOR ONT ALUMIS IMPACT GLAZING an SVBFLOOR SOFFlT VENTS I WHITE INTERIOR TOP OF PLATE 1 TYP ST GYP ON l 1z35TRAPPING @16'oc L. 1 r o TYP.WALL CONST. ITMALOF In1H£ALST m y `, 1 2 x 6 STUDS@ 24 oc SW COX PLYWOOD SHEATHING LIVING ING ` 3 6-(R=>%BATE.INSULATION 2 x 10 RAFTERS 150 FELT PAPER 4 lft GYPSUM BOA FW m L 5 W.C-SHWGLE SIDING 2 x 8 BLOCKING TO (2)SIMPSON H 2 5 HURRICANE CLIPS TYP ADVANTECH 3A4 T�_G PLYWOOD 6 TYVEK VAPOR BARRIER � NT W� FIRST FLOOR 30'WIDE ICENVATER SHIED I P T 2 x 6 SILL K4 SEALER SUBFLOOR-GLUED 3--It% HI _ _ 7.POLY VAPOR BARRIER ON INSIDE WASHING___ SUBfLOOR ALUMINUM DRIP EDGE 11 718'IJOISTS @ 24'oc T.O F 104 S +x 3 STRAPPING VW 1 x 8 FASCIHBOARD t?GYPSUM BOARD 7YP.6'&4TT 1:4 SOFFIT BOARD ' INSUATICONT LON(R=19) 1 x 3 SOFFIT FIT VENT BOARD r TYP.2 x 6 WALLS 1 314 CROWN o TYP 1I'CONC FULL - I x 6 FRIEZE BOARD FOUND WALLS VERTICALBASEMENT - b BARS @46-o c DAMPPROOFWALLS -(4-CONC.SLAB) DETAIL AT WALL BELOW GRADE - 7-' TOP OF SLAB SCALE.112"=1*-0" TYP 10'x20' CONC.FOOTINGS � 2'RIGID INSULATION(R=+01 - A BUILDING SECTION @ LIVING x Aa NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE O O JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING GOOF FRAMING. INSTALL TWO FULL HEIGHT RSTUDSROUGH TWO JACK BLOCKING TO RAFTER OE HARED 2-9d 2-10d H NO STUD AT EACH SIDE OF ALL ROl/GH1 OPENINGS R ) EACH E RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END ,MALL FRAMING TOP PLATES ATES AT INTERSECTIONS _ V 1 Hr..1 v DOW (FACE NAILED) 4 16d 5-+6d AT JOINTS l STUD TO STUD(FACE NAKED) 2-16 d 2-16d 24 o.c. HEADER TO HEADER(FACE NAILED 16d 16d 16-o c ALONG EDGES 1 E M 2 x 6 WALL O 3'�J'�d O FLOOR FRAMING - JOIST TO S1LL,TOP PLATE OR GIRDER(TOE NAILED) 411d 4-40d PER JOIST TACK STUD �x�{ SLOCKWGTOJOISTS(TOE.NAILED) 2Ed .2-10d EACH END "C) 00, BLOCK@JG TO SIl OR TOP PLATE TOE NAILED) 3-16d 4-16d EACH BLOCK' (ROUGH OPENING) ( - LFDGER STRIP TO BEAM OR G"R(FACE NAILED) 346d 4-16d EACH JOIST. JOISTON.LEDGER TO BEAM(TOE NAILED) 3-Bd -340d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NNLEDO 2-16 d 3-16d PER FOOT STUD DETAIL AT ROUGH OPENINGS ROOF SHEATNING WOOD STRUCTURAL.PANELS(PLYWOOD) Q RAFTERS OR TRUSSES SPACED UPS TO 16-o c - Ed 10d IV EDGE/6"FIELD r..� RAFTERS OR TRUSSES SPACED OVER 16"o c 8d 10d 4'-EDGE/4"FIELD GABLE END WALL RAKE OR RAKE TRUSS WO OVERHANG 8d 10d 6'EOGEA6'FIELD GABL£.END WALL RAKE OR RAKE TRUSS Ed 10d 6'EDGEr.'FIELD SCALE: IM STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS WA LOOKOUT BLOCKS 8d 10d 4•EDGEW FlELD 1/4" = 1'-O'• - CEILING SHEATHING. GYPSUM WALLBOARD 5d COOLERS — 7-EOGEIIT FlELO WALL SHEATHING; DATE WOOD STRUCTURAL PANELS(PLYWOOD) 4/11/2010 STUDS SPACED UP TO 24`o c Ed lod 6-EDGE/17 FIELD 1f2'&25(32 FIBERBOARD PANELS Ed — 3'EDGE/o'FI ELD 12'GYPSUM WALLBOARD 5d COOLERS — T EDGE/10'FIELD DRAWING NO. FLOOR SHEATHING' WOOD STRUCTURAL PANELS(PLYWOOD) I-OR LESS THICKNESS I 8d iDd 6-EDGEAI2-FIELD GREATER THAN 1-THICKNESS IOd 16d EOGE/o-FIELD A4 I S' 22'•a' s'•a' D 9 6 e'•a' �"� ❑ ❑ y ------_. r�rAD— ------r —_ _ — _ p w ;,,,•. ,,H,�.,�:.,•,<:�,,d,•• aY, '. .:,�•' Aye a•' `.l. ncr ; e[Rti .•;.@:•• _ I `+���'P:\�', safay:5 .<N nb•es�tCe i� t r'�e?. Ye•t":'t,• I O r---------r--- ------------- I W I 1 4 O I :iv F I C ,, I z I p n5 —I m I I img g r�r:w O I ta1� I 9 D I I I $ 4 D W y ���s, I `:• � r t•" IRa ' 1 N 1 � m s z I 1 ? � II e � I goo mfir: L—— ———————— -------- C�,?plmo hi to '..•: S U �.—�.....---.� �.�— .�---..�.�r rrr------- y, N Dg �. Z jw I MIN m V cn D _ 29'-T r m 0 O 28'11 r m " N x- e, 3'•7' 3'. ' 4'.4^ 3'-T 3'.T 3'.2' 1'.t' 7.4• 2'•S31 r � z a D o e e o e o o e e go , e Z g I W = oN I U' eNz°t I /V m 5 I y f., O N N 1 0 m rr.. I e '�• 9 1 9 N m I ? le ry I z o I 9 le ti 0 o e e e o 0 o e 3'•7' 3%2• 4'.4" 3'•7' 3'•7 3'•7' 3'•2' 31•2' 28'.0 v a a NEW HOUSE FOR: Q ' j-` COTUIT BAY DESIGN, LLC r 43 BREWSTER ROAD STEVE & BETSY COOK iV1ASHPEE,iNA. 02649 0 o b FAX (508)539 9402 C.�( 104 MELBOURNE ROAD HYANNIS, MA