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HomeMy WebLinkAbout0120 RUSHY MARSH ROAD - Health 120 Rushy Marsh Road Cotuit A= 019—132 f k TOWN OF BARNSTABLE LOCATION ��0 SEWAGE#.064 66-7 VILLAGE , ASSESSOR'S MAP&PARCEL / /,7s2 INSTALLER'S NAME&PHONE NO. fd���t~ L,D�1 �irsCh✓ ��2{ SEPTIC TANK CAPACITY 1�ltJ de L LEACHING FACILITY:(type/) �d0 Ca C'4q w �C3� (size)-:/(Cd61 Pee' 1�0.OF BEDROOMS T OWNER PERMIT DATE: -,2 7 dr-/ COMPLIANCE DATE: Separation Distance Between the: _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 feet y 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 +, CwItk>*ypj 4 o00I h 197- Y7+(ov 0-3 VIC i J . No. �W� N0 /,. Fee i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ppfication for 130ioont &p9tem con0tructiott permit Application for a Permit to Construct( ) Repair(15 Upgrade( ) Abandon( ) [?,'Complete System ❑Individual Components Location Address or Lot No. /7Ly Owner's Name,Address;and Tel.No. -8 X - Assessor'sMap/Parcel C4fl�d9r" Installer's Name,Address,and Tel.No. �(���`®// Designer's Name,Address and Tel.No. 77l-Q3Q C0r5/:117 � C , v�d Z -ysy/ Type of Building: ��- Dwelling No.of Bedrooms Lot Size / sq. ft. Garbage Grinder (4-b 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 O l rv�C > Size of.Septic Tank 15—,0O Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in, accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealt . Signed Date 2.3 Application Approved by Date T Application Disapproved by: Date for the following reasons Permit No. Date Issued_ 3 I aR-7 1 /0 No. l �t(� •/ ' r, 43_.-tt__..c�, ! R 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpplication for Migoar 16'epgtem Con0truction Permit Application for a Permit to.Construct( ) Repair( )V Upgrade'( ) Abandon( ) ❑womplete System ❑Individual Components Location Address or Lot No. 1 (� I/ �rpwner's Name,Address,and Tel.No. Ali es -13 Pa cQ uj`r Ry e Assessor's Map/Parcel x dr��a/ ` Ins B taller's Name,Address,and Tel.No. d104/ry Designer's Name,Address and Tel.No. Type of Building: �- Dwelling No.of Bedrooms / Lot Size 7iJ/f7 sq.ft. Garbage Grinder ( j66 Other Type of Building X' -5;e1 0ee(? No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) re r Li� gpd Design flow provided t ?`/ 1V gpd Plan Date �^317—pL5/0!�! Number of sheets Revision/Date 4 Title J .5//�- ?���� �07 l L�Jr^�1� C���f/l/ } , t: Size of.Septic Tank (/ Type of S.A.S. ' Description of Soil Nature of Repairs or Alterations(Answer when applicable) k 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,Health. p Signedy� ✓�Z ,U �f Date Application Approved by 1 �v�rvl��fi{ f1 Tyt.`II��Gt7,{ ./s Date Application Disapproved by: a Date for the following reasons Permit No. o1 ` D�p� Date Issued -3 /a-7 4h 9 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIIFFF�Y,that thh'eeL On-%%site Sewage Disposal System Constructed ( ) Repaired ( V)IIUpgraded Abandoned by r�J ( ) ( ) ` at /fir�l'/ Y /� ;_� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ®� dated Installer / Designer #bedrooms Approved design flow 1 gpd The issuance of this permit shall not be construed as a guarantee that the system wil fu etiont as desii.gned.a Date Inspector No. 0100 0 6 / Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION=BARNSTABLE, MASSACHUSETTS 1=i!5po!gal �&p.5tem Con!5truction Permit Permission is hereby granted to Construct ( ) j Repair ( j/� Upgrade ( ) Abandon ( ) System located at ,� ® ,/`C l� // /�/�'j!S�-a or 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 `3/a /b Approved by lil.;v1./"y� agl/fl ate , i FROM :down cape engineering inc FAX NO. :150836213880 Apr. 10 2F_09 0 i':521411 F 1 Town of]Barnstable Regulatory Service~ r ll.homas F. Geiler,Director u RWN ffmLMMn S. � sKAM� Public TTeaith Division er n ° Thomas:Mcl Baas,Directur 200 Main Street,Hyannis,MA 02601 O i.ce: 508-862-4644 :i nx: .'.'),t;..791)-€i304 Installer &Dcsi=er Certification Form, Date; Sewage:Permit# q�1�0�..`G��Awve NNUT1'R MaPA'arc li. .t Designer: 0� � � . ler: t �rA'4 Address: . I c r n cJ !: r Addrem: '/ • ')• 4�. t'.� Chi 312-71Pf �� G�% � Cam(/ was issued a ermit Go mst a!,.1.n, (date) (installer) P septic system ai /a0 0 tA/Ct,y't, based on a design dl+•:3.A;v,IT 1. certify that the septic systetn rel'6miced above was installed subs:tantial'4$1 accordilligr to the design., which may iticl.ude .m.inor approvaxl changes Such as lztera.l. �a.�rr:;a.ti+��� + #.'tiie distribution box and/o.r, septic to k. I certify that the septic system referenced above was instilled With c1angev; (i_t:. greater than 10' lateral relocation of the SAS or 'WY vertical relocat.i.an oi:'tat y a.r.»mpo;:t t:•::ai; of the septic system)but in accordauce with State; & Local Regulations. 'Pl.x: t rEVIN51"toD.01, certified m-built by designer to follow. OF req�sAcy1� DANIEI,.A, � (Install Sig<a CIVIE_ture) o.VIL �F Va•40502 Desi ner's Si natt�rel ------ ( g g (Affix Designer's Si:a.ml� PLEASE RETURN TO BARNSTABLE PUBLIC f EAll 1111 !)I.V%9hJV. COTV PLJIAs+CE ILL NO.1' )4Y ISSI.70) UN'1.1L BOTH THIS FORM AND Fl,�;-18IJ iI3L.:If'„i�r4.1�.?ID ,1117 6: IZF:%IV)U)TdY TEOP.RNRNSTABLE PUBLIC:EMAL111 DIVISION. THANK YOU. Q:11ca1tlilfie1xici1)e%1guer Certification Form 3-26-04.doc o � ohs Town of Barnstable # Department of Regulatory Services BARNSTABL& : Public Health Division Date o MAS& 200 Main Street,Hyannis MA 02601 r6�q. ti6 I plfD tM'l� O� �U Date Scheduled ime Fee Pd. / Soil Suitability Assessment for Seivage Disposal Performed By: Witnessed By: LOCATION & GENERAL INFORMATION Location Address Owner's Name /p� Ma�s� Cc) / Address / Assessor's Map/Parcel: / Engineer's Name �0 VJh e NEW CONSTRUCTION REPAIR Telephone# / � dzu-c p Land Use �_ slopes M� i'0 Surface Stones Distances from: Open Water Body Al ft Possible Wet Area__Nt Drinking Water Well ft /Drainage Way ft Property Line rh ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands�n proximity to holes) _,11 -� 1 t r \ I I � GAS' IT&� ( C Parent material(geologic) C/1i7 +�rJ� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: N Weeping froln Pit Ftllee Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE irlcthod USGd: r ln. De th-tti"soifrnbttlen. Depth Observed standing in obs.hole: P f► Depth to weeping from side of obs.hole: In. Groundwater.Adjustment - Index Well# Reading Date: Index Well level _ Adj.factor Ad].Croundwater Level PERCOLATION TEST Dote 'Jl'lttte Observation / Tinte at 9" Hole# (/v (' Time at 6" Depth of Perc _ tl Start Pre-soak Time @ 01100 l r Time(9"-G") — — End Pre-soak (0l �'— Rate Min./Inch 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' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Surface(in.) Scid Color Soil•' Other (USDA) (Munsell) Mottlin • g (Structure,Stones;Boulders. Con istency,% ravel —1 C f k,?- n�ec�i �c cam.- dC buy Lg—& DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling, ,(Structure,Stones,Boulders. Consistency,%Graven LS l0�I�s-IL - 1Z 6/ /N&tv DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole# Surface(in.) Soil Color Soil Other (USDA} (Munsell) Mottling (Structure,Stones,Boulders. Co i tc c Grove) DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Ilole# Surface(in.) Soil Color Soil Other (USDA) (Munsell Mottling (Structure,Stones;Boulders. Consistency, a I Flood Insurance Rate Map• Above 500 year flood boundary No— Yes �U S/<S Within 500 year boundary No _ yesT� 111 11 Within 100 year flood boundary No Yes Dept h of Naturally Occurrine 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 pervious material? Certt-- �flc _anon u I certify that on . 1 _(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in�10 CMR 15.017. Signature --�- Date Q:WEPTIC%PERCFORM.DOC A 17-0. Ci'-o' i - - Gj1�OKF-- cr•�r �-c.t��� -,1-laws _ , I 001"IR.o 6MVy— GU IlA(L;7'All ILC.r7 vI �Y 1h16_ ' �!(�µl `NI;IvvWh aR-f �A�JrY c�..<:rJ f Ili � • 11 NErI Ira'o' _ o .. a0 54Ai,L GONFOr-rj I MA rhl (, 60tA� 7f' 1::.v• �j hF-�SOhI `�` • i I �O � GN -° r- ' - EX151G 0 Po FI-o R fau vJ/ MtiIrJ Nou9 r- ra YIN a�w 1 �15�G ' I I — I ! I G A a G E Trl �Gil-Orev Above \ I I _-......... . Ei - LAL 51a pF_D GlL. --- E,F(i.K-Oor1 p e-DJ�PoM r-E-d D VAT I O N y 'ro . IZ Uh y M A Iz or v I M A, rd r W pi Ev F o 12 r2 , MA -A-1`5�09 • O 2' �I 8' I j►'' FArtIoN ov - i',-Nrw ;;�,c�f K- ��e�i�•.� \�•� Wi,-rt-R-�irll��— --_ - _ - ----- i I — EIP j --t f i pwf- a'•. I I I L_ I ' SE Lfh EW Tf[I M A r TA1 �To l L... Dnl12 p A t-- -r iz a rl T R i —. —_— - -` . 5►�It ELF I _� ----- \ ;: I VFW i vlv,r I I. WIN, w I I o r- � � I ! wl CL , -- _. -- _-- -- — -- — NoLD� hTEv I i j t:-: h To i4 12 r4 Y M • Go v IT , MA DE71 Grl, LTD. TIEVJ 15E17pORD, MA A 4'-0" i GoM 6MtJKe�Gva TYPE; I1n2�7u/tIL;.17 ✓x1h16- , 1,ro M1IGyI `Aitiiivw-Ih AIM I1J�i,?(A'j l!�1ti VF..ril ,r4(, 54A" GotNFoKra rhL (, LoiF 7f' 0 �Xltitd C vj/ MAW Mou9P w :I Eact�if� 11'�Gl7f+/ 2� ham• I � L-;- - - --� ;',•� I 2d A15O f E f'1. _(/�f_��IZoof•i t If _�#_ �- 1 �" � 1� � 1�� 17 I F.1 I h1C� IF 3'1 I ID �-O• r •. I !I - z` I f 12-O Vl- u6 IA Y M A rZ- V--t2. MA t4, LTj7_ 24 , �{ F_W }5FAF olL P7 , MA a 'L r - f2EMoJt t><15T1r14 pORc-M WA,1,+`, - 7b • � ArtOY.DiN��Y t �R� �tlF�.y .t I' - �rlvJ� •GL p.�to�c �.xls�'� WF•kILE 'RF t-�rrNC� vr,Nvor/s fixfvt<ry, fITr.IrJ�h ix c b + 1N1 (4 YO r. 711 IE - i .Ii I I I T e*K16- W+1J1W r pl G b C. E To (L"444 cl i r Plo vem, lam- I 11 I j1 I \1W1odE Ex1�iT6. II I 1 � OcPPIaA11C-�i, I I I I �"`� I �'LU14P7�N6 SkT, 11 II t �+ r_ I l 4481tJET1zY I - I �Y- - I _ it 4:-o 44. (t Et-1 o'vf F X I h7 L I mo,_.� r• .. ♦ -- —� FIXTf�R�S, l?T1rilC `i P TILE i - Io'-o' I �_ �-- —�F- - _--I-� L l.L . .1 ^� c.aR�•r rµlzoc�.(a�r �Y II 1`� PdATIO � Gi rd . goW wt-wpow VAIT s GvfuI T , MA __-_ -=s_ =s-= ►�E W 6.1.7 F 17, MA o b ' IJ ;t SYSTEM PROFILE NOTES o FTOPN. AT EL. 18.8 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS ASSUMEDQL AND MIN. 20" DIAM. (MIDDLE COVER MIN. 8" DIAM.) ACCESS COVER (WATERTIGHT) TO ' WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING MINIMU 5' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM , 4 school 18.3 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. St. 16.05' FOR FIRST 2' OR GEOTEXTILE FABRIC cotuit jOPROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO O Ba GALLON SEPTIC 14 95' " 15.3' y 15.20 6 SUM T R H T. s _ TANK (H- 10 ) GAS �� 14.61' 5. PIPE JOINTS TO BE MADE WA E TIG •� err n vfff, BAFFLE 14.199,999 78 og O p 0 0 O p p Q Q Locus Or t 14.47' p Q p p p p p p p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH �' cNer Trec _ ( 2.5% SLOPE) 6" CRUSHED STONE OR MECHANICAL Q Q Q Q Q Q p Q Q Pine Ri a° �- ;.g. MASS. ENVIRONMENTAL CODE TITLE V.COMPACTION. (15.221 (21) 2' Q Q Q p Q -Q Q Q Q71 12.47' DEPTH OF FLOW = 4 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TEE.SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STO E BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. INLET DEPTH = 10„ OUTLET DEPTH = 14" ( 1 % SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. FOUNDATION- 34' SEPTIC TANK 17' D' BOX 16' LEACHING 6.67' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED (INSIDE MIN. DIM. 12") FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP OBTAINED FROM BOARD OF HEALTH. NOT TO SCALE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ASSESSORS MAP 19 PARCEL 132 BUILDING SEWER OUTLETS AND ELEVATIONS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ZONE (�'^°T •Zdi•�E PRIOR TO INSTALLING ANY PORTION OF BOTTOM TH 2 EL. 5.8' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO AF> SEPTIC SYSTEM II COMMENCEMENT OF WORK. NoT firs C-S"TvAZ..1NE wA7t- tSNj-" x,8.7 LEGEND I 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND 7-?off ( Z.ftr-• 'Zorww) \\ REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. f.x\s'Ti14C, tA V--AZ -(U'PG-RA-V>>- nNL-'f) 100.0 PROPOSED SPOT ELEVATION I \ 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE . ,CSC` \\ REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION I \ 13 LEACHING FACILITY. 100 PROPOSED CONTOUR 783 6'7 x SYSTEM DESIGN: 100 EXISTING CONTOUR \o 18. 9. \ `n, 14 GARBAGE DISPOSER IS NOT ALLOWED 2-0 r - \ X 13 36 .- x DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD \ - Q251 • :.•�r••.° USE A 440 GPD DESIGN FLOW I LOT 1 • 19 03 SEPTIC TANK: 440 GPD (2) = 880 18 25,611E SF \\ " �'•-'i IN USE A 1500 GAL. SEPTIC TANK X 18.3 79 TEST HOLE LOGS I TM' LEACHING: x 16�1\ �8 SIDES: 2 (40 + 10) 2 (.74) = 148 GPD I PROP. 00 DECK & A. H. OJALA, PE I rn �F"T"R � 1� 0 TH2 lg _ BOTTOM 40 x 10 (.74) = 296 GPD ENGINEER: _ Q I �c, so Ln 14" PITCH 7.79 I `- � >l20 ! 12' P�� TOTAL: 600 S.F. 444 GPD WITNESS: DON DESMARAIS, RS TUBES) DATE: MARCH 19, 2009 � I I I K$�'�'M 1s" P. PIN USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR �" EXIST. DWELL. 2 MIN INCH TOP FNDN. x 17.63 20" M. PINE UNKNOWN LOCATION BEST GUESS) EQUAL WITH 2.6' STONE AT SIDES, 2.25' AT ENDS AND 5' PERC. RATE _ I 1ss CP9? ( ) I 12 yq� y I 1 & BETWEEN UNITS CLASS SOILS P# , I a.o3 2 " PINE 6.25 GPI .12 /6 ELEV. ELEV. I INVERT OUT MA ELEV. 16.05' x 16.85 o WH. PIN APPROVED DATE BOARD OF HEALTH „ 0 1 to 0 i 6' 20 WH. PINE 5.16 ACTUAL LOCATION TITLE 5 SITE PLAN LS LS I PROP. 16" P. PINE � O OF 3" 1OYR 2/2 2" 1 OYR 2/2 i ADD N. Fv3�+ct>r �38, zd E E I GARAGE / PROP. PORCH Co 120 RUSHY MARSH R D. MS MS I , 6„ 10YR 5/1 5„ 10YR 5/1 I o /111111 ,416.71 14.81�BENCH KHEAD EL MARK - RNER 18 0 COTUIT x 16. 7 B B 16 0" W. PINE PREPARED FOR LS LS 4 5.66 30" '° 5/6 15.5' 30" '° 5/6 153' i�'� °°' `� 7 BORTOLOTTI CONST./RYAN x 15.30 15.32 c C MARCH 25, 2009 x 15. 9 PERC MCS MCS \ \ 'MOFMgsS\ �NOFrygss off 508-362-4541 qc 9C' fax 508 362-9880 DANIEL yG� o�' DANIELA. yG 2.5Y 6/6 2.5Y 6/6 �� _ 770 o A. �� OJALA a RRy 0.GO. 14.30 OJALA CIVIL down cope en gin e erin g in C. 144" 6.0' 144" 5.8' �R - Z4 3 X 4. s 0980, A No.46502 ' ��Rss\0�O4 �0 G/ST R�° Cl VIL ENGINEERS NO GROUNDWATER ENCOUNTERED Scale: 1"- 20' 0qO •�12-510 pia it 8/0N N LAND SURVEYORS 15.28 939 Main Street - YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET � � 16.13 DATE �A1�MEL�I. OJALA, P.E., P.L.S. 09-045 x 15 49 09-045.DWG(SBO) LEGEND 99— EXISTING CONTOUR 'VOTES Schoo/ X 99.1 EXIST. SPOT ELEV. 1. DATUM IS NAVD 88 —[991— PROPOSED CONTOUR 2. MUNICIPAL WATER IS EXISTING COtuit 198.41 PROPOSED SPOT EL. 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY Bay TH1 OTHER PURPOSE. She// B/uff TEST HOLE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR Q o es$e err D� of CALLING GSAFE AND ®/ VERIFYING NG ITHE LOCATION OF ALL UNDERGROUND & �� Pine Rid e CATCH BASIN Locu UTILITY POLE OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF o� 9 0 FIRE HYDRANT o � � WORK. 5. POOL FENCE TO BE INSTALLED AS PER STATE � TREE AND LOCAL POOL REGULATIONS. PROVIDE DOOR LIGHT 183. 16 ALARMS AND SELF LATCHING GATES AS REQUIRED. DSO ON- Q WATER SHUTOFF Nantucket C— GUY WIRE oyF � Ir___ •� on Sound �_ SIGN OhF v r_ WH. PINE W WATER LINE G GAS LINE OHE OVERHEAD ELECTRIC _ LOCUS MAP NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PITCH INES SCALE 1"=2000't v �, I czn oyF EXIST DECK \ ASSESSORS MAP 19 PARCEL 132 LOCUS IS WITHIN FEMA FLOOD ZONE AE EL 10 AND X (.2% ANNUAL CHANCE FLOOD AND X AS SHOWN ON COMMUNITY PANEL #25001 CO752J EFF. 7/16/2014 Ul E I N SHWR SpATIO lO' L 36' ZONING SUMMARY FOOL ENG#120 BH ,� �.�' � ZONING DISTRICT: RF RESIDENTIAL DISTRICT DWELLD. TOP 17.8 15. 0 ' MIN. LOT SIZE 43,560 S.F. 0 I MIN. LOT FRONTAGE 150' �11 MIN. FRONT SETBACK 30' i MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15' EXISTING J b`� MAX. BUILDING HEIGHT 30' SCAR 15.9 L B� SITE IS LOCATED WITHIN RESOURCE PROTECTION OVERLAY DISTRICT SITE IS NOT WITHIN A. ZONE II OR x ESTUARINE WATERSHED 33 MA 19 w 15 REFERENCES i PARCEL 132 73PLAN BOOK 159 PAGE 91 (LOT 1) 25, 671f F rn '� � DATUM: NAVD '88 `��zj>2op. — SEPTIC AS—BUILT CARD DATED 3/27/09 0 EOP ®� c4B�Es E � 1 PROPOSED POOL PLAN CHERRY TREE ROAD OF 120 RUSHY MARSH ROAD COTUIT off 508-362-4541 �p�N OF A4AssqrECIVIL PREPARED FOR fax 508-362-9880 '� DANIEL � Assdowncape.com © A. � A. SHORELINE POOLS OJALA MAY 30, 2019 down cape BIIg//leer/dg, //!c. No.40913oND civil engineers °FeSS ¢ �a �� �o land surve ors ���° x, G�STE� ' 939 Main Street ( Rte 6A) ss� NAL G Scale: 1"= 20' YARMOUTHPORT MA 02675 `�� 0 10 20 30 40 50 FEET 5-086 DATE DANIEL A. OJALA, P.L.S. G o a a a Q � School St. o REFERENCE PLAN DATED MARCH 25, 2009 COtuit 9.00 8.65 FOR PROPOSED TITLE 5 UPGRADE DESIGN DETAILS (PREPARED FOR BORTOLOTII Bay CONSTRUCTION, INC.) x 8.7 I err Shell Zn � pr Pt Locus j c_ \\ Pine Ridge I \ \\ I I 183 76' 0 \ti x 18. PROP. 4 BR SAS L US MAP \G� cn 9. ` \s 14 OC I \ �\ x 13 36 20 x NOT TO SCALE o' ASSESSORS MAP 19 PARCEL 132 4q I \ x 1 6.3 O I (HO�DEOISEIN B) D A11 ELEV. 11 LOT 1 \ � 19.93 25,611± SF \ h 18" \ 01 x IN i9 ZONING SUMMARY � 18.3 \ TH1 y I x 16?F1 18 \ PROP ZONING DISTRICT: RF I 0� DECK � TH2� 18 LO 1� PROP. 14" PITCH MIN. LOT SIZE 43,560 SF* I (ON 12' ST PINE 7.79 SONO MIN. LOT FRONTAGE 150 TUBES) >> MIN. FRONT SETBACK 30' 16" P. PINE MIN. SIDE SETBACK 15' EXIST. DWELL. _ TOP FNDN. 20" WH. PINE MIN. REAR SETBACK 15' 18.8' 17.63 _ UNKNOWN LOCATION (BEST GUESS) y I _ cP" 8.03 2 " JPINE RIOTECTIONTE IS COVER OATED VERLAY S TRICTESOURCE 6.25 I �JPI .12 6 INVERT OUT ,' A N AP ZONE (NOT ZONE II) ELEV. 16.05' x 16.85 0 M. PIN I I NOT WITHIN ESTUARINE WATERSHED I I I I � 6' z 20 WH. PINE 5.16 ACTUAL LOCA11ON (n PROP. -------�--- 16" P. PINE REFERENCES ADD'N. � GARAGE PROP. PORCH °' PLAN BOOK 159 PAGE 91 (LOT 1) BENCH MARK - CORNER ASSUMED DATUM 4.81 16.71 CONC. BULKHEAD EL. = 18.0 x 16. 7 16 0" W. PINE 3 5.66 , soo SITE PLAN l\ �°' SHOWING PROPOSED ADDITIONS \ x 15.30 15.32 � AT x15. 9 120 RUSHY MARSH RD. >> )R Z4 >� �4 .14 7 COTUIT 3. FF R \ Q4,O PREPARED FOR 15.28 16.13 MICHAEL RYAN 16.18 MARCH 30, 2009 off 508-362-4541 1H OF A fax 508 362-9880 OFDANIEL �o DAN11i A, �{, down cape engineering, inc. o OJALA # CJJ,4!A s viL No,40980 Cl VIL ENGINEERS No.4650 �i0`F s L A ND SUR VE-YORS Scale: 1"= 20' ®�s� T o�' R �� ` 939 Main Street - YARMOU THPOR T, MASS. 0 10 20 30 40 50 FEET DATE DA I L A. OJALA, P.E., P.L.S. 09-055 09-045.DWG SBO 6106 O y Y rViLLS f /ll7 80/,I;P PJIt It N c'I Jea 4 ElNko�_S_X �t`l"w� 4v i�� C�J►JC..61�.P.1 , end 2- S.d 2-10d -- Blocking to Rafter (Toe nailed) 2 16d 3-1 6d each end �- B I �° r I i I Rim Board to Rafter(End-nailed) R it - XCslc, f 4-1.6d 5 16d ; at &A'ts ° I vF0 � r�7zsv >F'tates at Intesecflons (mace natletfj ' "T `2 16d � i � + � � 4.6 - O Stt,ti:to Stutl� (Gac'e na�ded) 16d i3long�'��ges. 1 - _ �..k�. Pleader.fFa�e�aaled� •, , r to w .t. 16cf I cs: r ` 4- 8d 4-10d per joist r , Joist to Sill, Top Plate or Girder(Toe-nailed) (Fig. 14) I+ Blocking to Joist (Toe-nailed) 2- 8d 2-10d each end 4-16d each block I I t I Blocking to Siil or Top Plate (Toe-nailed) 3-16d , f Ledger Strip to Beam or Girder(Face-nailed) I 3-16d 3-10d pereac joist t _. ___ I 3 8 - - _ { � I Joist on Ledger to Beam (Toe-nailed) ,.:i _ 3 16d 4 16d per joist d r Band Joist to Joist(End-Walled) (Fig. 14) I Band Joist to Sill or Top Plate (Toe-nailed) (Fig. 14) 2-16d 3-16d per foot Wood Structural Panels 1 Od 6" edge/6" field E to 16" o.c. 8d rafters or trusses spaced up I gd i Od 4" edge/4" field rafters or trusses spaced over 16" o.c. 10d 6" edge 1 6" field II '-�-- --� gable endwall rake or rake truss W/o gable overhang 8d 1 Od 6" edge/6" field gable-endwall rake or rake truss w/structural 8d outlookers 8d 10d 4" edge 14" field gable endwall rake or rake truss.w/lookout blocks • _=san*e Syr F tPT'rti. [F�" ,9 F!P� "^._��`�'} ��`�rv°�_'--e e � .��`h:i•..v4 rR Z ��"t.>�3 �* • .. __.__ �c_._._�._-_ _ar— _-_�r. L� 5ECT-t d.�� __. ,,• 'awl,; 3+. gtd", L`s- -'° ` -.'':-'$'uFs-.a`"5.,.,, €c.rC �� •x•'-:s...:..➢,•� _ _ I - -._.� _IX SckT o ter �v/� . - t20WE1Z�.v bs�'-CcYL tGz t3 � ---a- .� --- _,_ -� - - ---- 1 6 edge/.12 field i Wood Structural Panels „ spaced up to,24" O.C. 16' fie �.__ ____-__.•__._�..- ___ __--_r studs . $d K— _ ------ - Ste_ 112" and 25/32" Fiberboard.Panels Sd ----- --- -- - -----_ .�. ----.-- t ! surn 1Nallboard - 5d.coolers Ill GAP . . .. 3 t , datructucal Pants ed e/1 10d 6" , g 2" Held - I 6":ed a/�6' field J I / '..greater thane" - 10d I I I I ion resistant 11 gage roofing nails and 76 gage staples are permitted,check IBC for additional requirements. otherwise stated,sizes given for nails are common:wire sizes. Box and pneumatic nails of equivalent i ' equa.or greaier length to the specified common alai(s may be sL�bst tuted unless otherwise prohibited. -- -- _ { _ i Lu=� T j 1 _�! t.tl'' 2=to� 2-L6- I•at" --- or_•�t�- j , F f t F , { i �c�CTS1[her-�i C�•� _— - - - ' Z, �U I f i T- - �Eh,rC- ElG15Tl y" - - - -- TKY 4 X"tItr1J:)ow� `. 71NIJ./�Ik2QJt C�CIS5 cv_ W AV_\,E4 VZOE DEKIN D6514% SCALE.--' 1_Q_` APPROVED BY: DRAWN BY �!! +� HJ MA• DATE: iLL2_0={ REVISED �7 20 1sa - DRAWING NUMBER i ,c 13/4N � i Lq 'NZ.TT c. arSiS�3 L QneuU; �—C y'F(�i34�. /�17� I — SCSt.It� 1$C jCKIN L tic -q-u TTr G.r j 1!^1 — Q ;s CIJGE bvc c.+ "L r l SZ - °� tx 8 FtiSC 14 C I p C W3,j'�iCs� LDS€ it 11 C� \- -- w CO WTI vrztv-tT SCE�;o Ty E LCC^ 'l C Q S { t 3 i i I 9 i EA-TN?Nq- ON?> 1t STVjV PT.PuvF -=_- --- — al -' ice-vim` Jt11S� "� I 2x1 P: tv f PS z4- IT11 —.4 14 JCA I G ., I ' I � i ; I ?x Sid 1� CJN E:Xf5T1-" t,ST.S-. e 4,5uL . 0P TI 0 N AL) I — L�nn n a. ua�. 6LA_ CUT Wr- p4�I���_ — to 1 T T 1 C y*�w co i � I -- l i (CIE\.12�ctsI2CSY�_/«sCtTc.�S� (Xl� 2's7a— ) i a p i RLCCl`- — — ---------------- -- a I � l I jnb� �Df�L• RUCi/ D VL N Df51g1 • SCALE-1-4" APPROVED BY: DRAWN BY /THAT AH, HA • DATE: n� tLZ REVISED Y/ DRAWING NUMBER