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HomeMy WebLinkAbout0064 KEARSARGE AVENUE - Health 64 Kearsarge Avenue Centerville A= 225 —022 d 0 /V) No. ( — v d _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEA; TH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS s application for �Digpogar gppgtem Congtruction Permit Application for a Permit to Construct O Repair O UppSadeb Abandon O D.Complete System ❑Individual Components /�So-1�65 0 Lo an//o.n Address or Lot No. Owner's Name,Address,and Tel.No.o. T 156 N !—•�G»^'�n 6'C�Q.,. ��G �`}t71T� �lnr�.rc,�" �n�ltrn�YJ G`I, Assessor's Map/Parcel G� v ��ivS�� 0�Y Z, V Installer's Name,Address,and Tel.No. De igner's Name,Address and Tel.No. �✓�I� T �ovS�fc�.G-/1'oY ��./ 1ML�y�J'C.I�S, Type of Building: / l Dwelling No.of Bedrooms l �l Shc Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building � � No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re ired) gpd Design flow provided T7 gpd Plan Date 1�7 A 3 0 Number of sheets Revision Date D 3 O Title 'P S£ Y ? UPGrIZfI �`J d k e J Size of Septic Tank Type of S.A.S. S S�J S x 13 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 Board of Hea th. IL Si ed Date ei 7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. ( Date Issued ------- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS ry BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (x) i Abandoned( )by (�NR► +t C �ratlf>L�n[_1 rev at_6G ):«.< r5_C_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated jl/r Installer c►Y Designer ` nGN I�I��yG`sZ #bedrooms Approved d ii nn flow U' gpd The issuance of this permit sh 1 not b constr ed as a guarantee that the system w'h til tion as designed Z Date Inspector d / � v v No. �w7'-� -------------------- Fee �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migpoar *patent Construction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) I System located at 1.2k }�i ea�s��«� lrr 1 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. ` Provided: Construction m st be c mpleted within three years of the date o ht is permits Date n Approved b l i Fee l/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEATH DIVISION - TOWN OF BARNSTA °,,MASSACHUSETTS S Application for Dtopogal bpgtem Cou0tructton Vertu Application for a Permit to Construct O Repair O UpgSade Abandon( Complete System ❑Individual Components ILoc lion Address or Lot No. Owner's Name,Address,and Tel.No. �so-UGS Assessor'sMap/Parcel �eW'S�� p�U2� V )��j�•nri4J�'�c�: i�1A i Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '�.Z1Gf�'f ASte•_ p C)24(�4 R-.) -,9, �7W Aqj-r- Type of Building: Dwelling No.of Bedrooms ( D� 5tx Lot Size K3 'U, sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) gpd Design flow provided 7-7 gpd Plan Date /3 J Number of sheets Revision Date O Title Q i Y ?-' W A 1`t 6lt is e ��• nr r, �Q Size of Septic Tank I ;L20 G,>i to✓ Type of S.A.S. Description of Soil i Nature of Repairs or Alterations(Answer when applicable) i 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 dntil a Certificate of - Compliance has been issued by this Board of Health. Sigried Date QCWlc Application Approved by Date i Application Disapproved by: Date for the following reasons Permit No. s 'Town of Barnstable °g E'�°9• regulatory Services Thomas F. Geller, Director 1 , Public Health Division Thomas McKean, Director _ 200 plain Street,Hyannis,MA 02601 Office: 508,862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 10 (�i � Sewage Permit# Assessor's Map\Parcel_ 2 Designer: Ir�Q✓� 1"l- ,r _ Installer: '`r, L,�coins- nL;LIP- Address: �,y I %a Address: 20 . 9-�r►a 10-c?3 Simnw 1tl Nit &(^�L YAsM001,, met 0 9,53)- 0g6 r On jil1-9 0 7 d UCIACetT nsl' K.Ayas issued a permit to install a (date)) /_ 'l (installer) septic system at (0 KF-iPSA_PG_ XG_tl UG based on a design drawn by p(address) M dated �Q o3 0� (designer) I 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 andior septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF Mgs�q�y f ARR ME (Insta�ature) i N . 1140 i RFG/S1ER`�� (Designer's Signature) (Affix Designer's Stamp Here) 0 0 PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COINIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FOWVI AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-a!doc comfbnewT lei C.& ne 'r �1S4Rll5u►�fw+� �lW 1JG '- Lm c 22 .0 Ici �Ox L-J�. o(Arne f 16 t(. C C. Go iheonc nos 0 SCO S4 9 aA[rUVi Aadress: 4 ke—atzsza6is Azqw4e Map/Parcel# 5 Installer: rZlt�►trf S't�R �'�1r,J Owner: installation Date: 11 11./O-7 Permit#: I certify that the sewage system installed on the above referenced lot was installed in compliance with 310 CMR 15.000,the approved design plans and all local requirements. Installer's Signature: Date• l 1 c9 AS-BUILT DESIGN BELOW hTown of Dennis Health Department of ��yr Barnstable y Town of Barnstable N-AMNICaClty 3AFMbTAQLE. r 9�Ar 6 Board of Health ep .200 Main Street, Hyannis MA 02601 Zoos Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 16, 2007 Mr. Darren M. Meyer, R.S. P.O. Box 981 E. Sandwich, MA 02537 RE: 64 Kearsarge;Avenue Centerville = . A- 225- 022 Dear Mr. Meyer, You are granted permission, on behalf of your client, Margaret Cambell, to construct an onsite sewage disposal system designed to be connected to six bedrooms at 64 Kearsarge Avenue, Centerville. The septic system shall be constructed in accordance with the submitted plans dated, September 13, 2007, signed by the designer, a registered sanitarian, on October 3, 2007. Sinc ly yours, Wayne iller, M.D. Chair an BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\MeyerCampbeII64Keasarge6Bedrooms2OO7.doc I " Mf&TEe Town of Barnstable Board of Health 200 MMO Street Hyannis AU 02601 Wee: 508.863d4644 ��G. Rack.�� FAX: s0&790-6309 swnaet Xauf on,M,9.P E Wayne A,Millcr,M.D. A Hcatf®n to Constr d O Ex an to Six b -or More Bedrooms, L06&Um Property Address: R Assessor's Map and Parcel Number. � Size of Lot: - "(o 4-11 7' Wetlands Within 300 Pt yes Business Name: NIA No _ Subdivision Name: NLI AtZUC-A=.j N�;-D ftfA&4 M. MfVE-Z, 68 36 -- �qaA Phone Did the owner of the property authorize you to reprosem him or her?� Yes E_ No Mt9mm Omm's SAMC011jTA, E ONON //�� Name: haOzE i R,• C14MPbELL Name �. Address 7� C `Q/�!�. 'tPi�i�T- ' Address: PO �x C�� 8 , fmjv w i C,k rA phone: 34 ® 241 d d' h diet 'lease 91160 dt copies in 4 separate•completed sets•, Four(4)copies of this application form Four 4 ics of p ( Z p sy plus) " 3 ( )oop' eneiacored lfut submitted o, septic stem fans Pour(4)coPies of labeled dimensional floor p1ma submitted e. .house Inns 4 ;' i G Q,oApplioation Fot�ns�alxHedr®otnFcrm.doa •- c�a i September 16,2007 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 Re: Septic System Up ade Residence—64 Keatsarge Avenue,W. Hyannisport,MA To Whom it may concern: I, Margaret Campbell, owner of 64 Kearsarge Avenue, W. Hyannisport; MA, authorize Darren M. Meyer, R.S. to represent me before the Barnstable Board of Health in all matters regarding the upgrade of the on-site sewage disposal system at the above referenced property. 4ar�g�aret Camp 11,Property Owner f � cHK �..� om `\ Ott G a C FuTv 1 Q � r R MT (4 x N� Ub 13 xl3 1 16 �t 1 13 X .I 1 CaU fir r � N A/orr- 3 tc4aaA� CUUT, r X 0­0 f toyo� ' Lb 0 u -r lHC7 dpA-C;E C*A--t--Sth5P q RE Vq, 0 IS PO a-r roA c- KI -T L ONO x i Town of B rnstable P# Department of Regulatory Services ' Public Healtli Division Date s639 tee$ 200 Main Street.4%unis MA 02601,� } �' V Date Scheduled !Time � � Fee Pd. • I Soil Suitability Assessment for Se age Disposal Performed By Witnessed By. Q • r - LOCATION& GENERAL INFORMATION Location Address'.G,,t� KE Amy 1veIJvt Owner's Name l2} 4 R . CAMP I . HYMN,tspoful Address Assessor's Map/Parccl: —o I Engineer's Namr•e� QA ( . Wye r— NEWCONSTRU ,PON REPAIR Telephone#J� i Land Use 1.� G� Slopes(96) Surface Stones Distances from: Open Water Eody, o ft Possible Wet Area y 00 ft Drinking Water Well >Z�®ft i r - j ® L� ft Other— SKETCH: Drainage Way ft Property Linis ( Ueet name,dimensions of lo4 exact locations of te'$fholes&perc tests,locate wetlands in proxttnt[ to holes) M. CD r- � � p LD P", I 291 23 Ft 12: 31 3 N Parent material(geologic) Af "�s� Depth to Bedrock Depth to Groundwa(er. Standing Water in Hole: _ _ Weeping from Pit FAce Estimated Seasonal High Groundwater D TER v TION FOR SEASO. L HIGH WATER TABLE Method Used: Depth (J.4erved standing;in obs.hole: in. Depth td agll mottles, in. Depth toiweeping from side of obs.hole: r-_, in, Groundwater Adjustment Index Well#� Reading Date Index Weil lev@1,.,.o.,,,.A Adj.faCtor_.___ram. AdJ.Groundwater Level,,,,e, PERCOLATIlUN,TEST . Date `I �� Tiwe . Observation V a Time at 9" _. �k:1... ..._.Y�. Hole# Depth of Perc b Time at 6" .........�- Start Pre-soak Time.0 .8 _ 1 Time(9"-6") 17 End Pre-soak i )late MinJlnch Site Suitability Assessment: Site Passed -_ _ Site Failed; Additional Testing Needed(Y/N) Original•.Public Holth Division Observation Hole Data To Be Completed on Back-------- ***If pereola#on test is to be conducted within-1Q0' of wetland,you must first notify the mug. Barnstable Noservation Division at least one(I wedk,prior to begin DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel A EA,,j O A 6'L 35 16 s,1 • F . 3S`i26 � 6- r 2,5 Y 7/3 DEEP OBSERVATION HOLE-LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel) A : LD taw ice' C DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsist n i Flood Insurance Rate Map: Above 500 year flood boundary No— Yes 4 Within 500 year boundary No X Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring p rvious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Departm ' =tra-imi vir nmental Protection and that the above analysis was performed by me consistent with the required expertis and experi nc scribed in all CUR 15.017. t Signature Date 3 Q:\SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION e- ee SEWAGE VILLAGE ASSESSOR'S MAP & LOT �aoZ INSTALLER'S NAME & PHONE NO. A & B CANC;O 775-6264 SEPTIC TANK CAPACITY '�i® LEACHING FACILITY'Atype) Z /&1je 4S (sue) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: ® .DATE COMPLIANCE ISSUED: 7- 4 " L/_ VARIANCE GRANTED: Yes No /r r i / � _ � : • •� �� ��� „� _ I ��� Town of R�instable. P# Department of Regulatory Services � s Public Health Division Date sbsy tee$ 200 Main Street,Flyannis MA 026011 3 � Date Scheduled ,<� Time t Fee Pd. soil Suitability Assessment for Sewage Disposal Performed By e'4' �� Witnessed Byla& rzS LOCATION& GENERAL INFORMATION Location Address'�4 K6ftkSA-A&F- AVF—N v4'1 Owner's Name P(AkC AAJI�F 7 Yq CeVA-V ST- ��f�?b W- "YONJSPORT AM Address SAN CS Cfl I , AssessoesMap/Parcei: 225/02— , EnginecesNameD,0,(r� NEW CONS1RUd°•1'lON REPAIR Telephone# Sda 3t/o`L 'Lg 2Z Land Use K-!�r��YL� Slopes(`Yo) Surface Stones Distances from: Open Water Body,>,306 ft Possible Wee Area ft Drinking Water Well 2� ft Drainage Way `b SZ ft Property Line 9 ft Other ft SKETCH: Street name,dimcnsioris'of lot,exact locations of tqt holes&pert tests,locate wetlands in proximity to holes) o f < p cc Is �r-_D 911 3�/0? .. r� 1 � r- w M I • i ; I ! i • i Parent material(geologic) etAux-A b-L�1a S Depth to Bedrock u]A L. A Depth to Groundwa(er. i Standing Water n Hole: Weeping Prom Pit Face Estimated Seasonal iFiighGroundwater DtTERMIN TION FOR SEASQI AL I3IGH WATT RR TAILE Method Used: ! Depth d;erved standing in obs.hole: _in. Depth to soil Mohr,.: Depth toiweeping from side of obs.hole: !- in, ©roundwater Adjustment ft. Index Well# Reading Date: index Well leyd< Adj.['actor,,._4. Adj.droundwnterl Level— Ditto..Dittt: 'll'ltu�e Observation �/. 1, � , Hole# � Time at 9 _._,...,.. .....__.._ Depth of Perc Time at 6" ,..- Start Pre-soak Time.fed 10 Time(9"-0) I End Pre-soak � ! Rate MinJInch I 1 tt�—' . Site Suitability Assessment: Site Passed X Site Failed, Additional Testing Needed(Y/N) i Original:.Public He$lth Division Observation Hole Data To Be Completed on Back-------- ***If percolation test is to be conducted within'10W of wetland,,you must first notify the 'Barnstable 64servation Division at least one(1)week prior to beginning. t ' DEEP OBSERVATION HOLELOG Hole# i Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) - A Loa� ar, 3S`- (32.' C MEPt vim, 80 2. 7 DEEP OBSERVATION HOLKLOG Hole# 2-- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.),' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graver•_ .3s", c 2�` 2, 7/ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil ~Other Surface(in.) (USD (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Flood Insurance Rate Mai): Above 500 year flood boundary No Yes Within 500 year boundary No X Yes - Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? - —�--� If not,what is the depth of naturally occurring p rvio� us material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the DepartmentDNM Protection and that the above analysis was performed by me consistent with the requiredexperience described in 3.10 CMR 15.017. Signature Date ` t Q:\SEFTICVERCFORM.DOC IWWICK . LEGEND ' PROPOSED CONTOUR lizab s �V B1 ® PROPOSED SPOT GRADE /100 —— 98 —— EXISTING CONTOUR l Abut. Hse + 96.52 EXISTING SPOT GRADE w = / W— EXISTING WATER SERVICE z 4 W / TEST PIT I l Area 100.29 LU l 13,867E S.F. 9,5 Op' x z€1#� LU 0.32E AC. �, ,¢ 100.56 Map 225 St'rE C x Parcel 22 II, � � \ TH-2 '• � \ � � LOCUS MAP N.T.S.oAh N TH-3 GENERAL NOTES: O TH-1 Garage 4 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Q O TH-4 (slab) (a) BOARD OF HEALTH AND THE DESIGN ENGINEER. 100 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE / o a LOCAL RULES AND REGULATIONS. a� Ln Y 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFIL.LED PRIOR Exls inq Ce spools 0 /' TO DESIGN PENGNEER.AND APPROVAL BY THE BOARD OF HEALTH AND THE C See N to 10) Oj� 4 FROM CONDITIONS THOSE SHOWN ENCOUNTERED SHALLDURING BECONSTRUCTION TO THE DESIGN 00 O no / ENGINEER BEFORE CONSTRUCTION CONTINUES. Agh / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 13 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. ' 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. j 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED r TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE �10 /•gib ` THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Benchmark set CONSTRUCTION. Sleeve solids line / --- Wafer Shut—Off 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED. �h (see note 16) T El.=102. 10 (aSSUmed) REPLACE WITH CLEAN MEDIUM SAND PER TITLE V. C 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 00• ! 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY / �&OFMAssgc 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. #64 I o�� TERR 14. NO WETLANDS WITHIN 150' OF PROPOSED LEACHING. Y s�/ TCF=105.55 ANN 15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED) / (Assumed) WARNER 16. SLEEVE ENTIRE LENGTH OF 4" SOLIDS LINE W/ 6" PVC PIPE I ► No.38721 S Scr. Pch. OF r06.00, ' o� D R N /D 6?10I PROPOSED SEPTIC SYSTEM UPGRADE PLAN -102 ° O. 1140, 64 KEARSARGE AVENUE, W. HYANNISPORT, MA ISTER`��: Prepared for: Margaret Campbell NITAR�p!` Engineering by: Surveying by: SCALE DRAWN DATE 102 DARRENM.MEYER,R.S. yNERy A. JFARWWR, PLS 1"_20' DMM 09/13/07 POBOX961 (508) 432-8309 /p 3 la1 REV. DATE: CHECKED SHEET N0. ll ` EAST SANDWICH,MA 02537 508-362-2922 0/03/2007 DMM 1 of 2 ELEV. TOP FOUNDATION ****BRING ALL COVERS TO GRADE WITH H2O RISERS AND COVERS (Existing) 105.55� F.G.EL: 103.0 FINISH GRADE= 100.5 F.G.EL: 101.0 _ F.G. EL: 100.7 A MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER LEACHING = 3.0 FT. 2" OF 3/8" DOUBLE 3/4" - 1-1/2" DOUBLE WASHED STONE " WASHED STONE ~ 6" 4" SCH 40 PVC OS=2� 101, r 4 SCH 40 PVC I ® S= 1% MI ' jitE ®®®• 0 ®®®® "' (MIN') TEE'S ARE TO BE 14" ( N ) 8 S= 1% (MIN.) ®®®®®®®®®E3®®®®®®®®®®4" scH 4o Pvc INV.98.25 2 EFF. DEPTH ®®®®�®®® 3 INV.99.0 INV.98.05 1 4" 5 X 8.5' 4' EXIST. OUTLET GAS PROPOSED DB-3 BAFFLE EL. 102.22 ••. .. ..... - H-10 DISTRIBUTION BOX EFFECTIVE LENGTH = 50.5' INV. 99.25 PROPOSED 1,500 GALLON SEPTIC TANK (H-20 LOADING) .�jHOFnr INV. E.LEV.= 97.5 GAS BAFFLE TO BE INSTALLED ON BREAKOUT yso\� A R N`c y�N OUTLET TEE AS MANUFACTURED BY `� " ELEV.= 97.85 TUF-TITE, ZABEL, OR EQUAL I M E TOP CONC. ELEV.= 98.0 \ No. INV. ELEV.= 97.50 WEa ®®®E3® . NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING Q ®®®PIPE INVERTS PRIOR TO CONSTRUCTION G/STER ®®®2) D-BOX SHALL BE SET LEVEL AND TRUE TO gAIITAR� BOTTOM EL.= 95.50 E®IGRADE ON A MECHANICALL COMPACTED SIX T. 4' INCH CRUSHED STONE BASE, AS SPECIFIED IN v i 310 CMR 15.221(2) SEPARATION 5.8 FT. EFFECTIVE WIDTH = 13' 3) INSTALL INLET & OUTLET TEES AS REQUIRED SEPTIC SYSTEM PROFILE N.T.S. BOTTOM OF TESTHOLE EL: 89.70 _ SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER (H-20) LOADING) SOIL LOGS 11838 SOIL LOGS P#: 11939 DESIGN CRITERIA NUMBER OF BEDROOMS: 5 BEDROOM EXIST. (proposed increase in flow) / 6 BR DESIGN DATE: JULY 18, 2007 DATE: SEPTEMBER 10, 2007 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, R.S., CSE SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD DESMARAIS WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. HEALTH AGENT HEALTH AGENT DESIGN FLOW: 660 G.P.D. Elev. TH-1 Depth Elev. TH-2 Depth Elev. TH-3 Depth Elev. TH-4 Depth 100.88 A 0" 100.70 0" 100.62 0" SEPTIC TANK (VOL. REQUIRED): 660 gpd x 2 = 1320 gpd (USE NEW 1,500G SEPTIC TANK) . 100.70 D"LOAMY SAND GARBAGE GRINDER: NO (not designed for garbage grinder) LOAMY SAND 10YR 4/3 LOAMY SAND 10YR 4/3 LEACHING AREA REQUIRED: 660 gpd/0.74 = 891.89 S.F. 10YR 4/3 10YR 4/3 100.13 B 9" 100.03 B 8" 100.12 B 6" 100.20 6" USE TWO (5) 500 GALLON PRECAST LEACH CHAMBERS (H-20 LOADING) LOAMY SAND LOAMY SAND LOAMY SAND B WITH 4 FT. ON ALL SIDES: 50.5'L x 13'W x 2'D 10YR 5/8 10YR 5/8 10YR 5/8 LOAMY 10YR 5/8ND 97.96 BOTTOM AREA: 50.5 X 13 = 656.5 SF ` 35" 97.70 35" Ct 97•78 C1 35" C1 97.78 35" SIDE AREA: (50.5 + 13) X 2 X 2 = 254 SF MEDIUM MEDIUM Ct SAND SAND TOTAL SQUARE FEET PROVIDED = 910.5 vs. 891.89 REQ'D r� 2.5Y 7/3 PERC 0 95.20 2.5Y PERC 3 ®95.10 7/ DESIGN FLOW PROVIDED: 0.74(910.5 S.F.) = 673.77 G.P.O. vs. req'd 660 GPD • MEDIUM SAND MEDIUM SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2.5Y7/3 2.5Y7/3 64 KEARSARGE AVENUE, W. HYANNISPORT, MA Prepared for: Margaret Campbell 89.88 132" 89.70 1 132" 90.62 120" 90.70 120" Engineering by: Surveying by: SCALE DRAWN JOB. NO. PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ( C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) DARRENM.MEYER,R.S. YTs1?RY A. IFARNAR, PLS N.T.S. DMMPoeoxss, NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED (508) 432-8309 EAST SANDWICH,MAo2537 DATE CHECKED SHEET N0. 508-3622922 09/13/07 DMM 2 of 2 y G LEGEND �.. Bf� . PROPOSED CONTOUR ��b Btu � ® PROPOSED SPOT GRADE s ao - 1AY /100 a' --98 -- EXISTING CONTOUR ! '� r l Abut. Hse + 96.52 EXISTING SPOT GRADE co =Q� / W— EXISTING WATER SERVICE _ Q © WE / IS TEST PIT y l Area 100.29 l 13,867f S.F. 95 00' X 0 � 0.32t AC. 100.56 Map 225 i X Parcel 22 TH-2 \ � N LOCUS MAP N.T.S.o \ TH-1 TH-3 GENERAL NOTES: O Garage Q_ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Q O� TH-4 (Slab) BOARD OF HEALTH AND THE DESIGN ENGINEER. 100 r�j h 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE x� o a LOCAL RULES AND REGULATIONS. Ch q) _ Y 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR m TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE l� Ex�s�ing Ce Spools O / O J DESIGN ENGINEER. toorsee N to 10) / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O O 0 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 00 0 / ENGINEER BEFORE CONSTRUCTION CONTINUES. AIL / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 13 / ; THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. /. 45• 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. Alk 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Benchmark Set CONSTRUCTION. Sleeve solids line / - • Water shut-Off 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED. A' (see note 16) REPLACE WITH CLEAN MEDIUM SAND PER TITLE V.T El.=102. 10 (assumed) C 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION i 2 .00, 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY / ��0fM4SS AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 7f64 �02 TERRY `F� 14. NO WETLANDS WITHIN 150' OF PROPOSED LEACHING. TOF=105.55 \ WARN R N 15. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPECIFIED) / (Assumed) I No.38721 $ 16. SLEEVE ENTIRE LENGTH OF 4" SOLIDS LINE W/ 6" PVC PIPE Pch. I I . 00 OF �0600• DAWE ,,,. �y� �b G D7 PROPOSED SEPTIC SYSTEM UPGRADE PLAN -102 ° /� o. 114C y 64 KEARSARGE AVENUE, W. HYANNISPORT, MA ��� Prepared for. Margaret Campbell 'P£G/STE Engineering by: Surveying by: SCALE DRAWN DATE TA S R MEYER, ,R. TERRY A. PAR I R, PLS 1"_ DMM 09/13/07 f02 DARRENM 20 PO BOX981 (508) 432-8309 SHEET NO. EASTSANDWICH,MA 02537 REV. DATE: CHECKED 101 508-3622922 0/03/2007 DMM 1 Of 2 ELEV. TOP FOUNDATION ****BRING ALL COVERS TO GRADE WITH H2O RISERS AND COVERS (Existing) 105.55� -F.G.EL: 103.0 FINISH GRADE= 100.5 F.G.EL: 101.0 F.G. EL: 100.7 '• " MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER LEACHING = 3.0 FT. #•s 2" OF 3/8" DOUBLE 3/4" - 1-1/2" DOUBLE . WASHED STONE ' WASHED STONE 6" • ~ 4" SCH 40 PVC 4 SCH 40 PVC @5-2% LL 10,I -• :INV.99.0 S= 1� MIN. e• 1tom®®®. 0 I®®®I®(MIN.) 14 ( ) S= 1 MIN. E3E3 ®®®®®TEE'S ARE TO BE )„ . I®®®®®®®®®®®4 SCH 40 PVc INV.98.25 2 EFF. DEPTH ®®®®®®0®®®® INV.98.05 EXIST. OUTLET GAS PROPOSED DB-3 4" 5 X 8.5' 4' BAFFLE EFFECTIVE LENGTH = 50.5' EL. 102.22 ••. .. •. .. H-10 DISTRIBUTION BOX INV. 99.25 PROPOSED 1 ,500 GALLON SEPTIC TANK H-20 LOADING w O-A OFAtq INV. ELEV.= 97.5 gas GAS BAFFLE TO BE INSTALLED ON F £-`+� s�P� BREAKOUT �'� �9 A R N OUTLET TEE AS MANUFACTURED BY ELEV.= 97.85 TUF-TITE, ZABEL, OR EQUAL J M Y R TOP CONC. ELEV.= 98.0 1 INV. ELEV.= 97.50 ®® n ®® r3' NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ®®®O ®®®®E3®®PIPE INVERTS PRIOR TO CONSTRUCTION 'ISTER ®®®®®E3®2) D BOX SHALL BE SET LEVEL AND TRUE TO � BOtTARt�` TTOM EL.- 95.50 1 Nwaawaama GRADE ON A MECHANICALL COMPACTED SIX 4 5 FT.INCH CRUSHED STONE BASE, AS SPECIFIED IN 1pl � b�310 CMR 15.221(2) SEPARATION 5.8 FT. EFFECTIVE WIDTH 3) INSTALL INLET & OUTLET TEES AS REQUIRED SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 89.70 _ SOIL ABSORPTION SYSTEM (SECTION) N.T.S. (500 GALLON LEACH CHAMBER (H-20) LOADING) SOIL LOGS 11838 y SOIL LOGS P#: 11939 DESIGN CRITERIA NUMBER OF BEDROOMS: 5 BEDROOM EXIST. (proposed increase in flow) / 6 BR DESIGN DATE: JULY 18, 2007 DATE: SEPTEMBER 10, 2007 SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD D SOIL EVALUATOR: DARREN ESMAGENT IS MEYER, R.S., CSE SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN HEALTH AGENT WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. HEALTH AGENT DESIGN FLOW: 660 G.P.D. 100 Elev. .8TH- 1 Depth Elev. TH-2 Depth Elegy. TH-3 Depth Elev. TH-4 Depth SEPTIC TANK (VOL. REQUIRED): 660 gpd x 2 = 1320 gpd (USE NEW 1,50OG SEPTIC TANK) 8 A 0" 100.62 0" 100.70 0" 100.70 A LOAMY SAND A A LOAMY SANG 0" GARBAGE GRINDER: NO (not designed for garbage grinder) LOAMY SAND 10YR 4/3 LOAMY SAND 10YR 4/3 LEACHING AREA REQUIRED: 660 gpd/0.74 = 891.89 S.F. 10YR 4/3 10YR 4/3 100.13 B s" 100.03 B 8" 100.12 B 6" 100.2o s" USE TWO (5) 500 GALLON PRECAST LEACH CHAMBERS (H-20 LOADING) LOAMY SAND LOAMY SAND B WITH 4 FT. ON ALL SIDES: 50.5'L x 13'W x 2'D C1 35° 97.70 10YR 5/8 LOAMY SAND 10YR 5/8 LOAMY SAND 97.96 10YR 5/8 10YR 5/8 BOTTOM AREA: 50.5 X 13 = 656.5 SF 97.78 35" C1 35" 97.78 35" SIDE AREA: (50.5 + 13) X 2 X 2 = 254 SF MEDIUM C1 MEDIUM C1 SANG SAND TOTAL SQUARE FEET PROVIDED = 910.5 vs. 891.89 REQ'D 2.5Y 7/3 PERC 0 95.20 2.5Y 7/3 PERC 0 95.10 DESIGN FLOW PROVIDED: 0.74(910.5 S.F.) = 673.77 G.P.D. vs. req'd 660 GPD MEDIUM MEDIUM SAND SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN i� 2.5Y 7/3 2.5Y 7/3 64 KEARSARGE AVENUE, W. HYANNISPORT, MA Prepared for: Margaret Campbell 89.88 132" 89.70 132" 90.62 120" 90.70 120" Engineering by: Surveying by: SCALE DRAWN JOB. N]0�- 09/13/07 PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) DDeox 8ARREM M MEYER,R.S. TEARY A. WARNV/s�R, PL9 N.T.S. DMM NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED (508) 432-8309 DATE CHECKED SHEET EAST SANDWICH,MA 02537 508-362-2s22 DMM 2 o f . ® o" - I -------—PROPERTf O&------------ .. i I \ J I 1 F 0 _ g 0 o a Ifo ,•' -/, .i\` �, 1 � -a'_� r' +'` it�. I � o '" m -----rY - '' KEY -- ln ,� I J 11 I�, r --L ____= DEMO WALL , —_—_� EXISTING WALLS III - //,� — �� O NEW WALLS 1'n I UNPAVED DRIVE Bid Set ` ITI I I' .§'. \\ \ / , ! Pmject Name: ... Z 1 �� "V� AVAA��V�V��� \��V %i i%� j/• 1 Campbell/Janik - Residence r}7 64 Kearsarge Ave.Centerville.MA 02662 Drawing Title: Site Plan KI. �yV 1 A 4t'�a /// I Scale: D—by: SSISR Date: 72/13fl0 - o I A�nn ;,L{,e�t REVISIONS ---_____ __ —___—___--PROPERTYUNE---_—®@ F Proposed Site Plan N� M , A-1 - CA—t Half Bath T=— ETR IR i_. _; — - — - — — . -----_- A'----- ' s1o�gQ --------_ ___ »- r DEmobsh --err-----,, Laundry Room Pere r h 1 Dernorsn E _Ktchen ---------- ---J ______________3; Living Room ETR _--- j 6dsting Basement 1 1 ETR - /, C.ALD.Block -----____v Extent of Eristing A Crawl Space Bulkheaaaim II YL S,ars \ LJ 1�1 � F- z Porch ;g DininaRoom 1 I ETR - ErR Z Y S n Basement Demolition Plan First Floor Demolition Plan B.aii,tr tV L SCALE'.Vc-= 1C' - KEY DEMO WALL . ______________________�_____� EXISTINGWALLS I - O NEW WALLS Bid Set r � Proj�NameCam : Bedroom (� / -- ResidencleJanik ETR Bedroom 64 Kearsarge Ave. Centerville,MA ETR L 02632 ------------------- Drawing Title: Demolition Plans Scale: Bedroom 1/4"=1'-0" ETR \ D.-by: SS/SR Bath Checkm by.MM ETR i Date: 12/73170 I J REVISIONS Porch Bedroom 1 I , EiCFjKpyl� ETR Bedroom ETR mo � Second Floor Demolition Plan � Roof.Demolition Plan ' � TZ' 8'4 � 4=91H• 4'-S � 93'nr - .. • -te ' - outd00T �p -. _ I 1 ��y�j Shaver :' i�I t�g3Raws Cam..Vert.afN � '•t 1 �n Q. Nook �.e•.. �A �I � Toos¢c ,g4x_T _ .I 11 E.hl,R Jaats - r I I� II a WiMaw �� ; Moil i r - -tl� f I SAdves vIF• O -6oaroF,�-ddee-'- I • I g orwan9 var� :._a::.,.....::.• _.,. ... NewWwC�rWlsoace A' I Y 1 -- _ I�I PW'd b^9_1zv,z 16• � f i� ..,� �-� - 7 00 ,• 1 1 1 6 1_:J L_________________________1 a`I � �'.- *-- New Basement 1 is I .� ''1___ Convele - y I LivingRoom tCldlen Bath ��� i S _ 1 Exfg Refinished TBD Wood -•.-T'• T - Fxisbnq Basement W _ / ETRf-'- PoslTra Pa9Slb „I Wood I e -CL - L—Extant Existing -'___ ____ _.._. __• ------- of a {� ry ----tzt+a�a•x9+alvls A-4 4 C<adN Space _ _ ___ - : 1 \ CL / I _ __ \ canamarro R pae ® _ - - (( way ----- °- H�t$vood -'• ' S-11/4" I R r -'-- -- -- -dEacl+l4a5 I�I maugasd txmmey Relva NAiwrt O ^ •• 0... v -- I atkreavaBs and ____ __ __ Y__ __, f bAimbis6 sMgle.RgraffSlnrzWreas ° La�D>e 4'd 21f Bardw d \ cabx+,t OI - 91R'TJI 17 D_C - -� Wtz OP11• c Remain agtf-MtlLorel I m_____ __ F IdabJ11 bPinnetlro -1 I ll _____ j t d 1 L_ _ _ _ _ _ _ _ _ __ I' Ip A71 Deck i-- 91 O It Wood S _ L- J O Porch 2 i3 !F ka Z Ext'g Refinished O �rdatn• 1C3' r-o• W.W iiDinmgRom 11 . f a6d'y Retvnshea tl .fir/ I p J+ U _ � SbMaNMdmr eo�'S8'Wmm.T � Edent of Wood Sia'v li tl O � 2<•L, � � f +n - e�aAO.C.W3x3x1Nplab xya ir-j ate. GraNle Slep II 31 � � � 31'S • P la-�ur tsa• z-0- Ad B ,, Proposed Basement Proposed First Floor Plan OE EGIOWALL - - EXISTING WALLS O NEW WALLS Bid Set Existing Roof to u Remain ' Campbpbtom: I I� � ell/Janik Residence d rz h 64 ntear A ve. zo CenterVille,MA 02632 Bedroom - Drawing Title: ErR I Proposed Plans 1 s�� Scale: 1/4"=1'-0" Bedroom tZ� ETR ix 12 Din bY: SS/9rt r / BSA: �fl5 Ch.Md ty:MA4 Ad 4 Date: 12/13/10 ETR - Bedroom REVISIONS E Bath ,z oTile so' _. • _ Deck Below Porch Bedroom / J I� • `C g><�9 f': l' - . ETR UR Bedroom ETR - trob:AO pours rot roietl en hd lixx are Ex sa aOEisl'ug USUNRemah�Conxvs lo tr brbaPmvbi pbe MWaid pabted. F - A-3 Proposed Second Floor Plan ' 2 — P yea 9m�e%roAlatd. y O � � _ p ZA z , I ? s i z New OUWoor Slows Sveen New ONtlopr 5mt � �a � � c c entl Daw b Nartivmtl �'r +�L w U �� G-Step G v, F v n NORTH ELEVATION n EAST ELEVATIONJF s h,;.•{�rry ..r T.. KEY DEMDWALL • ,11i'.;, EXISTING WALLS - " ., O NEW WALLS Bid Set Project Name: j mar , ipeay. Campbell/Janik Residence 64// - --- ea Ave. Centerville, M MA 02632 A\ i c Drawing Title: �\ Building Elevations z,•z Scale: 1/4'=1'T 44-1 0 ash/' r�aaay, by: SS/SR C / xy _ •. hedted by:ILI MA4 s D' iR8 Date: 12/13/10 smm� FT-n i°fl0° REVISIONS - - s ... e (?bdla Step vd I SOUTH ELEVATION WEST ELEVATION TytlREga " N L 1 I BEDROOM N� NEW " i STER 1 BATH OSET om III Gage Hamm C NEW W > BASEMENT _ -= > ry r- eae�uem z aaa, ______________ c W U — o North-South Section Partial East-West Section n Basement Stair Section Y KEY _____-DEMO WALL EXISTING WALLS NEW WALLS _ Bid Set ATnc ewe " Project Name: - C l/Janik Residence i 64 Kearsarge Ave. Centerville,MA 02632 rz / Drawing Title: Building Sections ® BEDROOMS BEDROOM I i / - Scale: jPORCH 1/4"=1'-0" D—by: SS/SR j I NEW S Che i d by:&W DINING I MASTER ROOM I I BEDROOM Date: 12/13/10 i I REVISIONS I i PORCH i 5> m-'�eal . EW BASEMENT - y C'- 1 p ���L \ :• , CS _T= 4 East-West Section i ao 11 j {. z-z <.o- { J, zr a ,i.,•.r{r-r{ - d zr { { .•a � , � .a- { r<- } rr d '-�'{ Kitchen Elevation �, chen Elevation Kitchen Elevation Kitchen Elevation El ® cxan ramuo� I - 1 W , ra ,.a *a { 5 Master Bath Elevation Master Bath Elevation Master Bath Elevation Master Bath Elevation Master Bath Elevation KEY DEMOWALL EXISTING WALLS NEW WALLS Bid Set Campbell/Janik i� Residence `\\ 64 Kearsarge Ave. Centerville,MA 02632 Drawing Title: I1 I Interior Elevations LL \ Scale: 0—by: SS,SR Dining Elevation r,� Living Elevation Data 12/13/10 REVISIONS 3,. �'4+ A q c i. y�\ a•o i a''� x A-7 6<' I 13-11' I -- ___ i s nk - - ---- ____up r 'v I� �2® 1A T1p6'1953+Px t I-A 3@J' ig 3 Rows CaV.,Vert,aM_,___ (�S F---- m22i1'IIC____J t R'vn Jms¢ I _____ _ `/ _ 1 V1 '•BbOW Nenr Beao,m �•`I r- -----------------------'"I -mz , Rm'eaa F8� e,i 1 T r-r Double Joim ' , ' : 1 ' __ wane r-0•D.e.Eam wa 1 /aaarBeariagwae r : 1 I_ r --------Y----' 1 ---- - rm-Carom R- toga. Nlew CraWlsp'ace� 1 mcmwls��e------------- fwmalixiszz - rk__ 31PTJ11609. i;r wtle j' // ------------------------- 3 �•4 r_rJ t----'------__ement_______I I I 1 jEJ New Basement t t l _ I �," Canl3ele----'-"'"- t I � Existing Basement ----t1%,Ifp'-1tisstT�--,--°Oeio-----3 say i ETR been(of busting '.___d___.___ } A.a Crawl Space / Cf R1---- WIS k___ "7 Rafts X B \ Abore --------------- 1 r Poa _____ __ _ __ 36X36 X-12-----1 1�2=6 ;1 1 Y r __ __._____ _ L 0()45 Bars ( I __________ _ __ x I eitim Jahtt # A m Fa aSonm 91/2'TJI IPOC )�{� Remain a¢DTddmorel 1 __ _________ _______ __________ F ndatlm wdi P'vmetlm I Ix .. _ __ _ _ _ ____ I UQJ n,3 ------------------------------ = � i m 17 I i,© I Il H e•, I diDJ I Pow -•5 Q !L _ J 7 U II �3)2.6 1x t ____ ___J 163 P-0• - il . s shMamMtlrX aotls 5a'Wrtun.r O (� - Not Q C n embetlnmd 32'O.C.wl3x 3x 11x plate '^ washers. 11 II I I MOoaaMwemmvape�maeu Rl . H II 1G's sno±e�roJaasea� _ a,�®mec�EJluexJ. � ~ Re1vb G'wl`aa9lJeta6kx}mldhmn-d Ai Proposed Basement First Floor Structural Plan —roc m Finatlafion i 6s rre ears KEY / 1r O.C. DEW WALL I / o EXISTING WALLS NEW WALLS E�isfi 'rawlspace New C awlspace F—x is wtle �m9 I I I I I ! I Bid Set I I I I I Pidled Name: I I _______ ________ (3)as Tle ea,em ae wotky m Campbell/Janik New Wa I 1 - ------- --------- Residence 1 I I New seem mcla ----- , uppers- d'mg-- ! 64 Kearsarge Ave. i 1 1 1 �aaes-_ -_ -- _Im.lawme Centerville,MA 02632 I I I I I ------- -------- 1rx30't tll'dla•sm„e on / / 1 1 I I I I of filaoNFanric- I Drawing Title: I l I I I III __ _ _ Structural Plans We,5we�• II1III I1IIII IIII1I II1III IIII -I1I I�1 I ---- s ec -- n ac e Wall Section w sJu7mA Scale- - - Dmb y: SS/ - -oa---- ------ CheMiH MM SR ri Date: 12/13/10 REVISIONS (2)11 Ammk/Conreeion ";f;�✓ �w, M1� 9 J iy ' / ----- --- U -� ---- �' D.C.------------ rrFeJ y� c pp 4 Sm,psaa HU26 Hargc AL ,F I ,I I•-?mvme 2=I.eagct as mquaaa .6;'=3 �,'.t��e���`�,•&r ],4'�:'4a. ha Sbnpsonm sle Hu26Harper �. Section Through Window Seat ` ° ` - � S-1 Roof Framing Plan KING STUDS BUILT-UP CORNER STUDS TRIMMER STUDS MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH MODEL NO. DIA. MIN.EMBED. MIN.REBAR LENGTH PLAN) (NAIL DETAIL. ) (PER PLA . (NAII.PER x� ) SSTB16 5/8 12 i" 50" e SSTB16 5/8 12 S" 50" OPENING SSTB20 5/8 16 s" 59" SSTB20 5/8 16 " 58" _ SSTB24 5/8 201" 66" SSTB24 5/8 20 66" (PER GSM SSTB28 7/8 242" 74" 1328 7/8 24 74" SSTB34 7/8 28 Z" 82" SSTB34 7/8 28 82" SB1x30 1 24" 96" HDU HOEDOWN SBIx30 1 24" 96" HDU HOLDOWN CS 16 STRAP ° I I •NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND GSM I I ° -NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND O THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL THREADED ROD LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL PER SMQSON MANUFACTURER'S SPECIFICATIONS. PER SIIvIPSON MANUFACTURER'S SPECIFICATIONS. LIPS (PER GSN) - 45° ° a - (PER GSN) r^' #4 REBAR- SSTB HOLDOWN ANCHOR 1�1 o I CNR'COUPLER. ° ° #4 REBAR• ° a DSP ERGS (PLACE SSTB ARROW SSTB HOLDOWN ANCHOR EDGE DISTANCE ° ON TOP OF ANCHOR k-'. TO 5" a a #q REBAR POSITION IN WALL PER 1.75"FOR 2X4 WALL e 3"TO 5" #4 REBAR'a a V DIAGONAL IN CORNER d 'a a. a SU"SON MANUFACTURER'S 2.75"FOR 2X6 WALL /d."a CNW COUPLER Z APPLICATION) SILL PLATE / a DIP a SPECIFICATIONS. SILL PLATE_ J Q a To BOLT J (PER GSN) ANCHOR BOLT a(PER GSN) a _ 4 (PER GSM SSTB HOLDOWN ANCHOR d e414 EDGE DISTANCE n ° 175::FOR 2X4 WALL SSTB HOLDOWN ANCHOR MIN REBAR LENGTH • 2.75"FOR 2X6 WALL 1�1 �-REB-ARHOLD DOWN @ PLAN VIEW 2 HOLD DOWN @pL VIEW ►-� ti HD WINDOW OR DOOR OPENING HD EXTERIOR BUILDING CORNER �l BUILT-UP CORNER STUDS MODEL NO. DL4. MIN.EMBED. MIN.REBAR LENGTH - ^ (PER DETAIL. e 1 ) SST1316 5/8 12'" 50" 2x4 WALL 2X6 WALL (� SSTB20 5/8 16 1" 58" M 7 SSTB24 5/8 20 66" 6"O.C. 4"O.C. 6x6 DOUG FIR POST 6"O.C. 4"O.C. SSTD28 7/8 24 74" 1,14 U F�1 SSTB34 7/8 28 82" + + HDU HOLDOWN SB1x30 I 24" 96" ++ ++ + + + + h�-1 ° *NOTE:#4 REBAR TO BE CENTERED ON HOLDOWN AND �I O CS16 STRAP I I HOLD DOWN LOCATED 3"TO 5"DOWN FROM TOP OF FOUNDATION WALL + HOLD DOWN + Hry (PER GSN) THREADED ROD (PER PLAN) ++ (PER PLAN) + + + CI1 PER SIMPSON MANUFACTURER'S SPECIFICATIONS. ++ + + + + MIN.REBAR + + (PER GSN) #4 REBAR- NO. REVISION/ISSUE DATE PLAN VIEW ELEVATION VIEW PLAN VIEW ELEVATION VIEW zNOTES: NOTES: DSP(PER a a I.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 1.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 3"TO 5" OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. OF 16d(0.162"x 3.5")NAILS AT 6"O.C.FOR 2ND STORY SHEARWALLS. • #4 REBAR EDGE DISTANCE PROJECT'ADDRESS: SILL PLATE- d CNW COUPLER a 1.75"FOR 2X4 WALL 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS 2.ATTACH STUDS AT BUILT-UP CORNER TOGETHER WITH(2)ROWS ANCHOR BOLT d. 2.75"FOR 2X6 WALL 64 KEARSARGE RD (PER GSM SSTB HOLDOWN ANCHORA OF I6d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR 1ST STORY OF 16d(0.162"x 3.5")NAILS AT 4"O.C.STAGGERED FOR IST STORY W.HYANNISPORT,MA a _ _ SSTB HOLDOWN ANCHOR SHEARWALLS. SHEARWALLS. • - ° (PLACE SSTB ARROW ON TOP OF ANCHOR 3 HOLD DOWN @ DIAGONAL IN COINER PLAN VIEW I BUILT-UP CORNER @ HD INTERIOR BUILDING CORNER APPLICATION WTA END OF SHEARWALL ROOF SHEATHING ROOF SHEATHING EDGE NAILING LSTA STRAP Q 16"O.C. ROOF RAFTER (PER GSN) 2X BLOCKING BETWEEN PER PLAN - RAFTERS(NOTCH FOR ROOF SHEATHING VENTR.A7ION REQUIRED. -EDGE NAILING REFER TO ARCHITECTURAL PLANS FOR MORE INFO.) (7)-IOD NAILS (a3 EACH END p K" +++++++ +++++++ ROOF RAF-TER PER PLAN.(REFER /-DOUBLE 2X TOP PLATE M c K E N'Z I E SEE ALTERNATE TO ARCHITECTURAL PLANS FOR RAFTER DIMENSIONS AND EAVE ENGINEERING ROOF RAFTER PER PLAN DETAILING) H2.5A(INSTALL PRIOR TO CONSULTANTS ALTERNATE:ATTACH OPPOSING RAFTERS BLOCKING AND PLYWOOD NE BELOW RIDGE BEAM OR RIDGE BOARD DOUBLE 2X TOP PLATE THING ALTERNATE: 2X STUDS,;' 1BR MILLSTONE ROAD WITH 2 x 4 COLLAR TIE AS SHOWN.RIDGE BREWSTER,MA 02631 STRAPS NOT REQUIRED WHEN USING A BEAM TSP(INSTALL PRIOR TO COLLAR TIE. (IF SHOWN ON PLAN RBC(INSTALL PRIOR TO PLYWOOD SHEATHING) 774 353-2144 WALL SHEATHING OR ON NOTE:NOT REQUIRED IF TOP E DOUBLE 9 TOP H2A IS USED AT EVERY STRUCTURAL RIDGE BEAM 3 RAFTER TO TOP PLATE PLATES, END PROVIDE KING) RAFTER- x_ JOB#: 10-347 SHEET: DATE: 11/08/10 s l- F - SCALE: NONE - OPTION#1 HEADER SIZE (�S) ® © G L=1'-0"TO4'-0" (1)LSTA 9 (1)SP4 (1) PING (1)A23 (1)A23 (1)H8TOPBOTTOM 1"�+ OF EACH CRIPPLE STUD O C C L=4'-1"TO 6'-0" (2)LSTA 9 (2)SP4 (1)SSP NOTE:FOR HEADERS LOCATED ~� PER KING (1)A23 (2)A23 DIRECTLY BELOW DOUBLE TOP �1 (1)CS 16-(6)81)NAII.S PLATES.STRAP HEADER TO �( (1)SSP EACH END OF STRAP TOp PLATES WITH(1)CS 16 ^ L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4 PER KING PER EACH KING STUD (1)A23 (2)A23 PER 16"WITH(4)8D NAILS H E E (SEE NOTE'4) EACH END OF STRAP.BEND (1)SSP STRAP OVER TOP PLATES L=8'-1"TO 10'-0" (2)LSTA 15 (2)SPH6 PER KING (1)A23 (2)A23 AS REQUIRED. ALTERNATE:ATTACH EACH HEADER(PER PLAN - (1)SSP RAFTER TO HEADER WITH L=10'-1��TO 16'-0�t (2)ST2122 (2)SPH6 PER KING. (1)A23 (2)A23 A A W Z OPTION#2 Q HEADER SIZE QA� WINDOW/DOOR OPENING 1� (1)-CS 16 (1)SSP L=l'-0"TO 4'-0" W/(5)8D PER KING (1)A23 (1)A23 (1)H8 TOP/BOTTOM EACH END OF EACH CRIPPLE STUD (2)-CS 16 (1)SSP NOTE:FOR HEADERS LOCATED L=4'-1"TO 6-0" W/(5)8D PER KING (1)A23 (2)A23 DIRECTLY BELOW DOUBLE TOP r , EACH END (1)CS 16-(6)8D NAILS PLATES,STRAP HEADER TO �/ I+ r+ (2)-CS 16 SEE NOTE (1)SSp EACH END OF STRAP TOP PLATES WITH(1)CS 16 U L=6'-1"TO 8'-0" W/(6)8D PER KING PER EACH KING STUD (1)A23 (2)A23 PER 16"WITH(4)8D NAILS EACH END (SEE NOTE W) EACH END OF STRAP.BEND (2)-CS 16 (1)SSP STRAP OVER TOP PLATES Q L=8'-1"TO 10'-0" W/(8)8D (1)A23 (2)A23 AS REQUIRED. PER KING 04 EACH END ALTERNATE:ATTACH EACH a (� RAFTER TO HEADER WITH B B L=10'-1"TO 16'-0" (2)ST2122 (1)ssP 1 H8. PER KING (1)A23 (2)A23 NO. REVISIONASSUE DATE NOTES: D D 1. HEADERS 4'-1'AND LARGER REQUIRE(2)JACK STUDS AT EACH END OF THE HEADER- 2 .CONNECTORS SPECIFIED ABOVE SHALL BE ATTACHED DIRECTLY TO 2X FRAMING MEMBERS. 3.NAIL FULL HEIGHT JACK STUDS TO KING STUDS WITH(2)-16D NAILS PER 6"O.C.(JACK STUD TO SOLE PLATE STRAP NOT REQUIRED) PROJECT ADDRESS: 4.STRAP NOT REQUIRED WHERE SHEARWALL HOLDDOWN IS ADJACENT TO OPENING. 5.DETAIL FOR WINDOW AND DOOR FRAMING ONLY.OTHER STRAPS AND TIES NOT SHOWN FOR CLARITY. 64 KEARSARGE RD W.HYANMSPORT,MA EW2 FRAMING @ WINDOW AND DOOR OPENINGS MCKENZIE ENGINEERING CONSULTANTS 1279 MILLSTONE ROAD BREWSTER,MA 02631 774 353-2144 JOB#:10-347 SHEET: DATE: 11/08/10 S2 SCALE: NONE Q Q GENERAL STRUCTURAL NOTES: GENERAL STRUCTURAL NOTES: (CoNTD) SHEARWALL SCHEDULE: SHEARWALL HOLDDOWN SCHEDULE: �,(1 1.ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE WALL FRAMING UPLIFT CONNECTIONS: WALL TYPE SCHEDULE: MASSACHUSETTS STATE BUILDING CODE FOR ONE-AND TWO-FAMILY FOUNDATION HOLDDOWNS: f-+ DWELLINGS,SEVENTH EDITION(780 CMR),AND ALL AMENDMENTS, 1.ATTACH EXTERIOR WALL STUDS TO THE DOUBLE TOP PLATE AT THE ^pLYW00D-(EDGES BLOCKED)WHICH IS BASED ON THE 2003 INTERNATIONAL RESIDENTIAL CODE. ROOF WITH(1)TSP CONNECTOR AT 32"O.C.PROVIDE(9)-10d x 1 z NAILS 8d COMMON OR GALVANIZED BOX NAIL @ 6"O.C.EDGES AND TO THE STUD AND(6)-10d NAILS TO THE DOUBLE TOP PLATE. 12"O.C.FIELD. 2.THE WIND DESIGN CRITERIA FOR THIS BUILDING IS IN ACCORDANCE CONNECTOR TO BE APPLIED DIRECTLY TO 2X FRAMING.NOTE:NOT WITH AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA),"WOOD REQUIRED WHEN USING H2A CONNECTOR PER NOTE7,"ROOF FRAMING O HDUS-SDS2.5 W/SSTB24 "DIAMETER ANCHOR BOLT W/CNW FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY CONNECTIONS". "PLYWOOD-(EDGES BLOCKED) DWELLINGS(TRUM),AND THE"MIN COUPLER NUT BETWEEN SSTB24 AND j"THREADED ROD INTO UMUM DESIGN LOADS FOR BUILDINGS 8d COMMON OR GALVANIZED BOX NAILS Q 3"O.C.EDGES AND HOEDOWN.POSITION SSTB24 W/ANCHORMATE TO PRO AND OTHER STRUCTURES(ASCE7-02).THE BASIC WIND SPEED FOR THE 2.ATTACH FLOOR STUD TO RIM BOARD (I)CS 16 STRAP AT 12"O.C.FIELD. FORMWORK PRIOR TO CONCRETE POUR FOR CORRECT TT� a DESIGN OF THIS STRUCTURE IS 110 MILES PER HOUR WITH EXPOSURE 32"O.C.AND PROVIDE(6)IOd NAILS TO STUD ANDND(6(6)lOd NAILS TO RIM PLACEMENT. Fil CATEGORY'C'. BOARD.ATTACH RIM BOARD TO FOUNDATION SILL PLATE WITH(1)DSP M CONNECTOR PER 32"O.C. ji"PLYWOOD-(EDGES BLOCKED) �/ w 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE LOCAL ALTERNATE STRAP �3 8d COMMON OR GALVANIZED BOX NAILS Q 2"O.C.EDGES AND BUILDING OFFICIAL FOR THE STRUCTURAL FRAMING INSPECTION(S).IF 12"O.C.FIELD.FRAMING AT ADJOINING PANEL EDGES SHALL BE THE BUILDING OFFICIAL REQUIRES THAT THE INSPECTION(S)BE A)ATTACH FIRST FLOOR STUD TO RIM BOARD WITH(1)CS 16 STRAP AT 3"NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. W U COMPLETED BY THE ENGINEER OF RECORD,THE CONTRACTOR SHALL 32"O.C.AND PROVIDE(6)10d NAILS TO STUD AND(6)10d NAILS TO RIM J CONTACT THE ENGINEER OF RECORD 24 HOURS PRIOR TO THE TIME WHEN BOARD.WRAP STRAP UNDER FOUNDATION SELL PLATE AND OVER TOP O O THE INSPECTION(S)IS TO BE PERFORMED.THE CONTRACTOR SHALL OF SILL PLATE.FILL ALL HOLES IN STRAP ON TOP OF SILL PLATE. NOTE:FOR PLYWOOD SHEARWALL TYPES 1,2,AND 3 LISTED F+y INSURE THAT ALL STRUCTURAL MEMBERS AND CONNECTION_S ARE ABOVE,8d COMMON OR GALVANIZED BOX NAILS=(0.131 x 2 "). V a VISIBLE FOR INSPECTION.IF DURING THE INSPECTION,ANY PORTION OF 3.CONNECTORS AND STRAPS AS SPECIFIED ABOVE FOR UPLIFT SHALL GUN NAILS MATCHING THE NAIL DIAMETER AND LENGTH MAY BE THE STRUCTURE IS DEEMED NOT VISIBLE OR IS INACCESSIBLE FOR PROVIDE A CONTINUOUS LOAD PATH FROM THE ROOF TO THE USED AS A SUBSTITUTE. INSPECTION,FINAL APPROVAL OF THE ENTIRE STRUCTURE WILL NOT BE FOUNDATION. GIVEN UNTIL THIS CONDITION IS CORRECTED AT THE CONTRACTOR'S NO. REVISIONASSUE DATE EXPENSE. 4.ALL WOOD CONSTRUCTION CONNECTORS AS SPECIFIED ON THESE CONSTRUCTION DOCUMENTS TO BE SIMPSON STRONG-TIE IN ACCORDANCE WITH CATALOG C-2009.IT IS THE RESPONSIBILITY OF THE - CONTRACTOR TO INSTALL ALL CONNECTORS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. PROJECT ADDRESS: 64 KEARSARGE RD 5.ALL ENGINEERED LUMBER PRODUCTS TO BE TRUS JOIST OR EQUAL 4.CONNECTIONS FOR WALL OPENING ELEMENTS-(REFER TO DETAIL 2-WF) SOLE PLATE CONNECTION SCHEDULE: W.HYANNISPORT,MA INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. HEADER SIZE HEADER TO JACK STUD JACK STUD TO SOLE PLATE CONNECTION TO FLOOR RIM BOARD ROOF FRAMING CONNECTIONS: Ir P-0"TO4'-0" (1)LSTA 9 (1)SPA* L=4'-I"TO 6-0" (2)LSTA 9 (2)SP4* WALL TYPE SOLE PLATE CONNECTION TO RIM BOARD 1.ATTACH OPPOSING RAFTERS AT THE RIDGE OVER THE TOP OF THE L=6'-1"TO 8'-0" (2)LSTA 12 (2)SP4* RIDGE WITH(1)LSTA 18 TENSION STRAP AT 16"O.C.STRAP TO BE L=8'-1"TO 10'-0" * (3)-16d COMMON NAILS PER 16". INSTALLED OVER ROOF SHEATHING INTO RAFTERS W/10d COMMON (2)LSTA 15 (2)SPH6 NAILS TO RAFTERS.(REFER TO DETAIL I-RF) Ir 10'-I"TO 16-0" (2)ST2122 (2)SPH6* (q)_16d COMMON NAILS PER 16". 2.ATTACH THE END OF EACH RAFTER TO THE DOUBLE TOP PLATE OF ALTERNATE:THE CONNECTOR SHOWN FOR THE JACK STUD TO SOLE 2 THE EXTERIOR WALL WITH(1)H2.5A CONNECTOR CONNECTOR TO BE PLATE CAN BE SUBSTITUTED WITH THE SAME CONNECTOR SHOWN FOR APPLIED DIRECTLY TO 2X TOP PLATES ON OUTSIDE FACE OF WALL. THE JACK STUD TO HEADER- ATTACH CONNECTOR WITH HALF OF THE (3)-SIMPSON SDS25312(}"x 3'")WOOD SCREWS PER 16". ALTERNATE:USE(1)H2A FROM EVERY RAFTER TO WALL STUD BELOW. REQUIRED NAILS TO THE JACK STUD AND HALF OF THE REQUIRED NAILS TSP CONNECTOR PER NOTE'1',"WALL FRAMING UPLIFT CONNECTIONS", TO THE SECOND FLOOR RIMBOARD OR FOUNDATION RIMBOARD. IS NOT REQUIRED WHEN USING(1)H2A AT EVERY RAFTER CONNECTOR TO BE ATTACHED DIRECTLY TO 2X FRAMING AND CONNECTION TO CONCRETE FOUNDATION RIMBOARD.ALTERNATE CAN NOT BE USED WHEN SOLE PLATE IS $ 3.BLOCKING TO BE PROVIDED ABOVE THE DOUBLE TOP PLATE OF THE ATTACHED DIRECTLY TO FOUNDATION STEM WALL OR CONCRETE SLAB. v EXTERIOR WALL AT THE ROOF WITH ROOF SHEATHING NAILED TO THE NOTE: SILL PLATE CONNECTION TO CONCRETE E BLOCKING AT 6"O.C. PROVIDE'V'NOTCH IN BLOCKING TO PROVIDE 8"DIA.ANCHOR BOLTS AT 32"O.C. - -' ADEQUATE VENTILATION AS REQUIRED.BLOCKING TO BE ATTACHED A.HEADERS FOR DOORS AND WINDOWS TO HAVE(1)H8 CONNECTOR AT � ' DIRECTLY TO DOUBLE TOP PLATE OF THE EXTERIOR WALL W/(1)RBC THE TOP AND BOTTOM OF ALL CRIPPLE STUDS. NOTE:ANCHOR BOLTS REFERENCED ABOVE TO BE 8"DIAMETER A307 A,1 C V C A 1 7 I C CONNECTOR STEEL ANCHOR BOLTS WITH 3"x 3"x I6"PLATE WASHERS WITH 7" LEGEND: t V 1 K E V L L 4.PROVIDE 2X BLOCKING AT THE RIDGE BETWEEN ALL RAFTERS AT THE OF THE HEADER AND LARGER REQUIRE(2)JACK STUDS AT EACH END MB.1IMUM EMBEDMENT INTO CONCRETE. ENGINEERING EDGE OF THE ROOF SHEATHING.ATTACH SHEATHING TO BLOCKING W/ CONSULTANTS Sd NAILS AT 6"O.C.RIDGE BLOCKING IS NOT REQUIRED WHEN C.PROVIDE(1)A23 CLIP ON THE TOP OF ALL HEADERS AT EACH END OF SHEARWALL TYPE SHEATHING IS ATTACHED DIRECTLY TO A RIDGE BOARD OR HEADER TO THE KING STUD ADJACENT TO THE OPENING. 1279 MILLSTONE ROAD STRUCTURAL RIDGE BEAM. D.PROVIDE(1)SSP FROM EACH KING STUD TO DOUBLE TOP PLATE OF O SHEARWALL GRIDLINE BREWSTER,MA 02631 1 774 353-2144 THE WALL,WITH(3)lOd NAILS TO DOUBLE TOP PLATE AND(4)-1 Od NAILS TO KING STUD.FOR CS 16 STRAP SIZE REFER TO NOTE"2"ABOVE.FOR SHEARWALL CONSTRUCTION: FIRST FLOOR HEADERS PROVIDE(1)CS 16 FROM EACH KING STUD TO THE FIRST FLOOR RIM BOARD.FOR CS 16 STRAP SIZE REFER TO NOTE"4" I SHEARWALL HOLDDOWN TYPE ABOVE. 1.ALL SHEARWALLS TO HAVE DOUBLE TOP PLATES AND DOUBLE 2X STUDS AT EACH END OF WALL.(UNLESS NOTED OTHERWISE) E.KING STUD TO RIT4BOARD CONNECTION SPECIFIED IN NOTE D'ABOVE 2.FACE NAIL DOUBLE TOP PLATES W/16d NAILS AT 16"O.C. USE(8)-16d SHEARWALL HOLDDOWN IS NOT REQUIRED WHERE A SHEARWALL HOEDOWN IS ADJACENT TO NAILS AT EACH SIDE OF LAP SPLICES IN TOP PLATES. SHEARWALL THE OPENING. F.SILLS FOR OPENINGS LESS THAN 4'4"WIDE REQUIRE(1)A23 CLIP AT 3.NAILING FOR PERFORATED SHEARWALLS TO BE CONTINUED ABOVE PERFORATE SHEARWALL.CONTINUE PLYWOOD ABOVE THE BOTTOM OF THE SILL PLATE TO THE KING STUD AT EACH END OF AND BELOW ALL OPENINGS IN SHEARWALL. AND BELOW OPENING WITH NAILING ACCORDING TO THE SILL PLATE.FOR OPENINGS 4'-0"AND LARGER,PROVIDE(2)A23 SPECIFIED SHEARWALL TYPE. 4.ATTACH DOUBLE 2X STUDS AND BUILT-UP CORNER STUDS AT • CLIPS AT END OF THE SILL PLATE ON THE TOP AND BOTTOM OF SHEARWALL ENDS WITH(2)16d NAILS AT 6"O.C.FOR SECOND FLOOR THE SILLPLAT PLATE. SHEARWALLS AND(2)16d NAILS AT 4"O.C.STAGGERED FOR FIRST XK,XI #OF KING AND JACK STUDS REQUIRED AT WALL OPENING FLOOR SHEARWALLS. - 5.REFER TO HOLDDOWN SCHEDULE FOR TIE DOWNS AT SHEARWALL ENDS. JOB#: 10-347 SHEET: DATE: 11/OS/10 C 1 SCALE: NONE 0 V S 80,54'40" E 10.0' 95.00' CL 4 / 15.7' Q / Exist. / Garage l Ex,,�t. � / J� S. S. l l Area l f 13,871± S.F. 0.J2f AC. l l `' C� Pro l and stoics Shower __r / S �230 pp, f-.. Prop. Stairs to basement New Stairs 139 10.3' Shon 36.8' l #64 Prop. l _ Crawl / 10 4 a' �. / Prop. 42' Additlon 4> / IN ry / 10.0' `Plop. Deck _ Deck' 162 0 0. 4.6' �0.1' � �. l 10.0' TOWN OF BARNSTABLE ZONING - BY—LAW (Pre—Exlsting, Non—Conforming) 5.3' �p6 J6, 10.0' ZONE : RD- I N �229;6„ SETBACKS FRONT = 30' STREET ADDRESS #64 KEARSARGE AVE. SIDE = 10' OWNER: MARGARET CAMPBELL DEED REF.: BK. 22727 PG. 11550 REAR = 10' PLAN REF.: PL. BK. 159 PG. 123 PROPERTY LINES SHOWN HEREON I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL WERE COMPILED FROM AVAILABLE KNOWLEDGE, INFORMATION AND BELIEF THE DWELLING PLANS OF RECORD AND VERIFIED SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS ON THE GROUND, OF THE ZONING BY—LAW FOR THE TOWN OF BARNSTABLE. PLOT PLAN THE DWELLING DEPICTED ON THIS SHOWING PROPOSED ADDITION PLAN WAS LOCATED ON THE GROUND IN BY SURVEY ON JULY 23, 2007 AND EXISTS AS SHOWN AS OF THE DATE BARNSTABLE, MASS. OF LOCATION. SCALE.- 1"=20' NOV. 4, 2010 Rev. Nov. 16, 2010 THIS PLAN IS FOR PLOT PLAN TERRY A. WARNER, P.L.S. PURPOSES ONLY. 22 LONG ROAD HARWICH, MA. 02645 Scale: 1"-20' (508) 432-8309 0' 20' 40' 60' THIS PLAN 1S VOID IF NOT STAMPED AND SIGNED IN RED. PROJECT NO. 07-221PP DUCK A ' LEGEND aC ,� ���►� .:, PROPOSED CONTOUR BIKE ® PROPOSED SPOT GRADE �h i 100 —— 98 -— EXISTING CONTOUR % �'P +r AY l Abut. Hse ' + 96.52 EXISTING SPOT GRADE vs $ / { W EXISTING WATER SERVICE [ q W TEST PIT iHY NNI I r.4 / Area 100.29 z l 13,867f S.F. 9 .00' x €3 0.32± AC. 00. �l Map 225 X Parcel 22 TH-2 - LOCUS M P N.T.S. O N 40 TH-3 GENERAL OTES: TH-1 Q 0 Garage 1. ALL CHANGES 0 THIS PLAN MUST BE AP OVED BY THE LOCAL TH-4 (slab) 0 BOARD OF HEA TH AND THE DESIGN ENGI ER. 100 tc) 2. ALL WORK AND ATER SHALL CONFOR TO THE REQUIREMENTS O n / OF THE STATE EN NM CODE, TIT V. AND ANY APPLICABLE o LOCAL RULES AND R TIO `V n �. _ 3. THE SEWAGE DISPOSAL SYSTE N T BE BACKFILLED ,PRIOR W Exls inq Cesspools o TO INSPECTION AND APPROVAL BY ARD OF HEALTH"AND THE / O �i DESIGN ENGINEER. See Note 10) / h 4. ANY CONDITIONS ENCOUNTERED 0 RING ONSTRUCTION DIFFERING �O FROM THOSE SHOWN HEREON SH C BE REPORTED TO THE DESIGN 00 O O O / ENGINEER BEFORE CONSTRUCTION CON ES. Ah 5. ALL ELEVATIONS BASED ON ASSU ED DAT M. 6. T ESIGN ENGINEER IS NOT SPONSIBLE FOR THE FAILURE OF 13 E .0 ACTOR OR OWNER T NOTIFY THE LOCAL BOARD OF HEALTH PROPER INSPECTI S DURING CONSTRUCTION. \" 41 7. WATER SUPPL PROVIDED BY WN WATER SERVICE. / 8. ALL AREAS DIST BED DURIN CONSTRUCTION SHALL BE RESTORED TO A CONDITION .REED UP BETWEEN OWNER AND CONTRACTOR. 9. IT SHALL BE THE R PONS ILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL ERGROUND UTILITIES, PRIOR TO BEGINNING Benchmark set TION. W�h ater shut—off Sleeve solids line / '�—, 10. EXISTING C POOLS TO BE PUMPED, CRUSHED AND REMOVED.• (see note 16) T'C REPLACE WITH LEAN MEDIUM SAND PER TITLE V. El.=102. 10 (assumed) - 11. 48 HOUR NOTIC FOR ENGINEER CERTIFICATION 26 O0• 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO E CONSIDERED A PROPERTY LINE SURVEY / ' �pFMAss�c 13. NO PRIVATE WELL WITHIN 150' OF PROPOSED LEACHING. / #64 `�� TERRY yG'�F 14. NO WETLANDS WI IN 150' OF PROPOSED LEACHING. / TOF=105.55 1 ANN y 15. ALL PIPING TO B 4" SCH 40 ® 1/8"/FT (UNLESS SPECIFIED). (Assumed) WARNER 16. SLEEVE ENTIRE NGTH OF 4" SOLIDS LINE W/ 6" PVC PIPE No.38721 - Pch. I �O° OF Mqs�,9� I �0600, z j i c��DA E s q /S�a7 PROPOSED SEPTIC SYSTEM UPGRADE PLAN — _ _102 ° . /� " o. 1140 ; ' 64 KEARSAR.GE AVENUE, W. HYANNISPORT, MA c/ gyp Prepared for: Margaret Campbell �4NITAtt\p Engineering by: Surveying by: SCALE DRAWN JOB. N0. 102 DARRENM.MEYER,R.S. 7zmy A. wARmR, pw 1"_20' DMM 09 13 JD� 64STS4 84 (508) 432-8309 `J EAST SANDWICH,MA02537 DATE CHECKED SHEET NO. 506-362-2922 09/13/07 DMM 1 of 2 ELEV. TOP FOUNDATION ****BRING ALL COVERS TO GRADE WITH H2O RISERS AND COVERS (Existing) 105.55-,,,� �F.G.EL: 103.0 FINISH GRADE= 100.5 F.G.EL: 101.0 F.G. EL: 100.7 a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA MAX. COVER OVER LEACHING = 3.0 FT. A .Y .? 2" OF 3/8" DOUBLE 3/4" - 1-1/2" DOUBLE ,• . WASHED STONE WASHED STONE 6" • ~ 4" SCH 40 PVC 4" SCH 40 PVC (S 10"I ® S= 1% MIN. s S= 1% (MIN.) ®®®� p ®®®® A. MIN. TEE'S ARE TO BE 14 ( ) ®®®®®®®®®®® ®®®®®®®1E�®®® 4 SCH 40 PVC INV.98.25 2 EFF. DEPTH ®®®®®®®®®®® IN V.99.0 INV.98.05 GAS _ 4" 5 X 8.5' 4' EXIST. OUTLET PROPOSED DB 3 BAFFLE EFFECTIVE LENGTH = 50.5' EL. 102.22 H-10 DISTRIBUTION BOX INV. 99.25 PROPOSED 1 ,500 GALLON SEPTIC TANK H-20 LOADING) �zNo rygs��, INV. ELEV.= 97.5 BREAKOUT GAS BAFFLE TO BE INSTALLED ON N ELEV.= 97.85 OUTLET TEE AS MANUFACTURED BY ma's DA TUF-TITE, ZABEL, OR EQUAL ' <`: " ER c. TOP CONC. ELEV.= 98.0 No. 1140' INV. ELEV.= 97.50 ®~ 0 ®® la go la la®®E . NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ^F O ®®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION SgNITAR�41 BOTTOM EL.= 95.50 ®®®®®®® 2) D-BOX SHALL BE SET LEVEL AND TRUE TO , GRADE ON A MECHANICALL COMPACTED SIX 3 •d� 4 5 FT. 4 INCH CRUSHED STONE BASE, AS SPECIFIED IN f 310 CMR 15.221(2) SEPTIC SYSTEM PROFILE SEPARATION 5.8 FT. EFFECTIVE WIDTH = 13' 3) INSTALL INLET & OUTLET TEES AS REQUIRED BOTTOM OF TESTHOLE EL: 89.70 _ SOIL ABSORPTION SYSTEM (SECTION) N.T.S. (500 GALLON LEACH CHAMBER (H-20) LOADING) SOIL LOGS 11838 SOIL LOGS P#: 11939 DESIGN CRITERIA NUMBER OF BEDROOMS: 5 BEDROOM EXIST, (proposed increase in flow) / 6 BR DESIGN DATE: JULY 18, 2007 DATE: SEPTEMBER 10, 2007 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: DARREN MEYER, R.S., CSE SOIL EVALUATOR: DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONALD DESMARAIS WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. HEALTH AGENT HEALTH AGENT DESIGN FLOW: 660 G.P.D. Elev. TH-1 Depth Elev. TH-2 Depth Elev. TH-3 Depth Elev. TH-4 Depth SEPTIC TANK (VOL. REQUIRED): 660 gpd x 2 = 1320 gpd (USE NEW 1,50OG SEPTIC TANK) 100.88 A 0" 100.70 A LOAMY SAND 0" 100.62 A 0" 100.70 A LOAMY SANG 0" GARBAGE GRINDER: NO (not designed for garbage grinder) LOAMY SAND 10YR 4/3 LOAMY SAND r 10YR 4/3 LEACHING AREA REQUIRED: 660 gpd/0.74 = 891.89 S.F. 10YR 4/3 10YR 4/3 100.13 B 9" 100.03 B B B 8" 100.12 6" 100.20 6" USE TWO (5) 500 GALLON PRECAST LEACH CHAMBERS (H-20 LOADING) LOAMY SAND LOAMY SAND WITH 4 FT. ON ALL SIDES: 50.5 L x 13 W x 2 D 10YR 5/8 LOAMY SAND 10YR 5/8 LOAMY SAND 97.96 35" 10YR 5/8 97.70 35" 10YR 5/8 BOTTOM AREA: 50.5 X 13 = 656.5 SF A C1 97.78 35" C1 97.78 35 SIDE AREA: (50.5 + 13) X 2 X 2 = 254 SF MEDIUM C1 MEDIUM C1 SAND SAND TOTAL SQUARE FEET PROVIDED = 910.5 vs. 891.89 REQ'D , 2.5Y 7/3 PERC 0 95.20 2.5Y -PERC ®95.10 7/3 DESIGN FLOW PROVIDED: 0.74(910.5 S.F.) = 673.77 G.P.D. vs. req'd 660 GPD MEDIUM ► MEDIUM SAND SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN 2.5Y7/3 2.5Y7/3 64 KEARSARGE AVENUE, W. HYANNISPORT, MA Prepared for: Margaret Campbell 89.88 132" 89.70 1 1 132" 90.62 120" 90.70 120„ Engineering by: Surveying by: SCALE DRAWN Job. N0. DARREN M.PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. ("C" HORIZON) POBOX981 MEYER,R.S. T6R1¢ Pls N.T.S. DMM NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED (508) 432-8302-8309DATE CHECKED SHEET NO. 508-362 2922 EAST SANDWICH,MA 09/13/07 DMM 2 Of 2