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HomeMy WebLinkAbout0415 SHOOTFLYING HILL RD - Health (2) 415 Shootflying Hill Rd Centerville A = 214 004 *Pftd4sflovr a ®W 1521/3 ORA 1070 P2 No. f7��GY �O - _ ' ,.� Fee w TLIECOMMONWEALTH OF MASSACHUSESi y Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Dizpaal *pgtem Construction Permit Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. q15 SN 607 F LI Jni(. 14 u0-`w Owner's Name,Ad`dre�ss and Tel-No. ►3,o�,n�SYo3�b ��` &1ZV14 Assessor's Map/Parcel2it1 q LO t LInst s Name ddre s,and Tel.No. q (' (� Nam ,Address and Tel.No. �ST-M(-em ENG , ?_o v, i L►1, 130 q63 IN. J�rNN15 a2G76 398-771b Type of Building: 2 Dwelling No.of Bedrooms J Lot Size � 1-7 ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Me) gallons per day. Calculated daily flow gallons. Plan Date `1'"5-0 ti Number of sheets DNS Revision Date 9"Z1.o j Title sJ'j"-E ,ON'> S6v�A�,T Y UJ^ Size of Septic Tank 156-0 r/ut_ Type of S.A.S. 3 livk L'f1LATO✓NT W YM 3 S' OrG S7'a�g Description of Soil d-3 9 A-n 34-13 3 M Fy lcl/c SAI_0 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 provisio Title 5 o e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be ued by thi oars J' S' e1 Date C1 U Application Approved b Date Application Disapproved for the f lowing reasons Permit No. Date Issued Fee No. t"�&-,/- � ;, *r - �T ICOMMbNWEALTH OF MASSACHUS'- Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Zlpprication for -Migozal *pgtem Construction 3permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 415 SIi c c7 G Ly i/V G N << 11, Owner's Name,Address and Tel-No. ,� ,f Assessor's Map/Parcel y L61 7- 2�y Instajkes Name�Address,and Tel.No. %{� t ( / signer's Nam ,Address and Tel.No. ; KaAI 2-0C&OI.( vj - L* An f310,x y63 W. Vf-Nti1J Ot/0-6 398-7716 Type of Building: Dwelling No.of Bedrooms 7J Lot Size `40 1 z� sq.ft. Garbage Grinder( ) t Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �3a gallons per day. Calculated daily flow gallons., Plan Date `t 5 O H Number of sheets ONf, Revision Date y �Zi 'oy ; Title 51-r-E 6 N� S£ AGE P LA� 1 Size of Septic Tank 156D l a I Type of S.A.S. 3 iN k t Tt A-ror f w M H 3. S' Description of Soil Q -3 9 A-Y3 3 c1 13 a /h f►�-1�►/� Sin h 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 provisio Title 5 o e Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has be ued by thi13o `G S' ne Date Application Approved b Date � 0 Application Disapproved for the f lowing reasons r V r Permit No. Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by Cry�I MO at 5 —s 4 i I I has been constructe in accord nce\. with the provisions of Title 5 and the or isposal System Construction Permit Nowt�' �� dated � fl Installer r-) Designer,.. Vase- ('L o knn The issuance of this permit shall n t be construed as a guarantee that he syste, >nA1114 unction as designed. Date - QS Inspecfor_ \ No. C900 Z "—/Z5 1 7 Fee o G THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS T MtOpogal *pgtem Con.5truction permit Permission is hereby granted to Constructs )Repair )Upgr de( ) bandon( ) 1, System located at 5 5�� � 1 !/1 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 ust be completed within three years of the a e of ' e t. Date:_ �� 0 LC Approved b �� TOWN OF BARNSTABLE : /�` 5� ,d f ,'A /�'` � SEWAGE # �� � 1&� LOCATION �. �� VILLAGE-. �e ASSE$SOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. =,-1' 1) SEPTIC TANK CAPACITY' LEACHING FACILITY: (type) �� 3Cy (siz'e NO.OF BEDROOMS 6r BUILDER OR OWNER PERMTr DATE: �IW/1 6 C MPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t? . L�• \V Town of Barnstable ^� Regulatory Services Thomas F. Geiler,Director ' g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: -- 2 3 Designer: DEmA fir- / CCIEUX& ENG. Installer: — Z✓ Address: P, Qox q 6 3 Address: "� � h��o W L IT ✓L NN1) /' 1 A o7-6 /0. lam/ h s On was issued a permit to install a (date) (installer) septic system at 15 SR60r fL`t uv6 H i LU 20A2 based on a design drawn by (address) DE/n Anss-r- Mc L«N E,/C�. dated �CV1S£� (designer) I certifysepticthat the sY stem referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 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. .CNof,coy. . 9 s 00, _-- 71iQ9Al�S J. G • bIdEI,LAN � CIVIL ;(Installer's Signature) ND• 471�o y t (Design s Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTIN THIS FORM AND AS- BUILT CARD ARE RECEDED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form TOWN OF BARNSTABLE LOCATION �l � d �(� SEWAGE # VILLAGE _ZIP CftAVJJA ASSESSOR'S MAP & LOTZ,I 4 0 INSTALLER'S NAME&PHONE NO. y 'f) ,� SEPTIC TANK CAPACIT7Y 1 0-0 LEACHING FACILITY: (type) 36* (si z3�" NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: � 2- 0 C MPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � � �®, � : 3s, �.� . ��� w ��� i - ��,:. :t��- Town of Barnstable P# C13 Department of Regulatory Services ., BAM917ABLE : Public Health Division Date MASS. a 200 Main Street'H annis MA 02601 v� s63q• Street, 'Hy y ` Arft1 MPt A Date Scheduled `I -1 0 Time 0�-rl Fee Pd. V Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: D r LO rTION� GENE L INFORMATION Location Address �'�' S��, / Owner's Name I �l y� ��� r ` Address ' Assessor's Map/Parcel: �I _ Engineer's Name J)Ffy)4qe5Y_ (.Z,j, -i NEW CONSTRUCTION X REPAIR Telephone @ e Land Use Slopes(%) CJ ° Surface Stones /NOS Distances from: Open Water Body ft Possible Wet Area ) ft Drinking Water Well -J _ft Drainage Way 7?'�t ft Property Line zo, ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) OU11 A S 1`} Depth to Bedrock N� Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /VQiti6 Estimated Seasonal High Groundwater AM DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: N/4 Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date q-S.oq Time I0',00 Observation Hole# u Time at 9" Depth of Perc I Time at 6" Start Pre-soak Time n Time(9"-6") End Pre-soak 16 MIN + < Rate Min./Inch Z 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 too' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surfnee(ht,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, l;nnslstency.%artivel)..__ 6" o f LS is titi 2/I M'Eo-1P(N,lT DEEP OBSERVATION HOLE LOG _Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) !0" 01A LS 16�12 �t 3 9 , - 5 t.S l0't L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBSERVATION HOLE LOG Hole# other Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Man: / Above 500 year flood boundary No Yes +� Within 500 year boundary No_ Yes Within 100 year flood boundary No____ Yes Depth of Naturally Occurrinlr 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? tl 5 If not,what is the depth of naturally occurring pervious material? Certification 11..g� (date)I have passed the soil evaluator examination approved by the I certify that on Department of Environ nental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 1.5.017. �f Date Lf"4-oq Signature Q:HEALTl71/W P/PERCFORM EXTEND FRONT RAFTERS • �� FLAN 41 ' TO MEET DORMER ROOF MODIFIED IN THIS SECTION TYPICAL TRIM: 1 X 8 FACIA 1 X 8 PLANCHER f5PHALT ROOF &INTH15 ROOF W/CONT.VENT ASPHALT ROOF SHINGLES TION (1 X 10 FRIEZE BD. 12" W/DENTL MOULD. 12 ON FRONT ONLY) 1 1/4 BED MOULD. 1 X 5 CORNER ASPHALT ROOF 5HINGLE5 BOARDS(TYP.) ® ® — 1 X 6 RAKE5 W/1 FS 606 1 X X 2 MOLD.(TYP. 6 RAKES W/1 X 2 MOULD.(TYR) i 12" 4 a L30ARo5�) fill Itillf ® ® ® ® In] ® ® ® WHITE CEDAR 5HINGLE5 BRICK STEP WHITE CEDAR 5HINGLE5 4"CONC.STAB @ 5"TO THE WEATHER AS PER 5PEC5. @ 5"TO THE WEATHER WAWA EDGE FRONT ELEVATION EXTEND FRONT RAFTERS TO MEET DORMER ROOF IN THI5 SECTION ASPHALT ROOF 5HINGLE5 TYPICAI-TAM: 1 X 8 FACIA A5PHALT ROOF 5HINGLE5 ASPHALT ROOF 5HINGLE5 1 X 8 PIANCHER 12 LeW/CONT.VENT 1 X 8 FRIEZE BD.W/ 12"� 1 1/4 BED MOULD. 1 X 5 CORNER 12" BOARDS(TYF.) 7 12" 1 X RAKES W/1 ® 6® ® ® X 2 MOULD.(fl1'. W.C.S. W.CS. W.C.5. 1 X 6 KAKE5.W/1 j X 2 MOULD.(TYP.) WHITE CEDAR 5HINGLE5 @ 5"TO THE WEATHER WHITE CEDAR 5HINGLE5 @ 5"TO THE WEATHER 12 wcs. 74„ • __� ® ® •. W.C.S. A1LM. All1M. .. WHITE CEDAR 5HINGLE5 \ W.C.5. $ w.CS. sc>zEENS - SCREENS I X 5 CORNER ''IOARD5 @ 5"TO THE WEATHER (TW.) RINSE o�nIYY 5HOWER WCS. LJ1 BILCO"C" ---------------- �L _ 4- 15 5hootflying Hill Road, Centerville REAR ELEVATION Scale: 1/4°_1'-01, REEF REALTY LTD. Drawn by: Date: 4/13/04 _ George RU55a5 REVISED: 4/20/04 ELEVATION VIEWS A 1 OF 7 FLAN 41 - 12" �� MODIFIED ASPHALT ROOF ASPHALT ROOF 5HINGLE5 W.CS. ASPHALT ROOF 5HINGiE5 12" 12"� 12" - 1.6, la W.CS. Z- j WHITE CEDAR 1 X 5 CORNER SHINGLES ® 1 X 5 CORNER FNI)K ALUM. BOARD5 C".) BOARD5(TYP.) Sc�r15 p!,I F[. WHffE AR SHINGLES ' ROOF OVERVIEW E WEATHER BRICK STEP W.CS. NOT TO SCALE A5 PER SPEC-5. BILCO"C" IF 15 LB.PAPER 2 X 12 RIDGE RIGHT ELEVATION 1!2 CDX 12" P1-yWD•(F•) 1 X 6 COLLAR 12" s 2 X 10 RAFTER5 TE5®`'8"O.C. 12" @ 16"O.C.(TYP.) ATTIC INSTALL TRIM 2 X 10 RAFTERS 6" BD.@ CHEEK @ 16"O.0(TYP.) H2.5 CLI'5 @ EA. 2 X 8 Q.G.J5T.5 VAULTED RAFTER @ 16"O.C. (TYP.) VAULTED CLG.@ ASPHALT ROOF &U5E BAFFLE 1 1'-0"FROM FLR ASPHALT ROOF BLOCK5(TYP.) W.CS. . ALUM. 4 X 4 4X4 SCREENS P05T5 P05T5 ') 1 X 6 RAKES W!1 W.C.S. SCREEN PORCH 5EE DETAIL ASPHALT ROOF SHINGi E5 X 2 MOULD.(TYP.) 12" WHITE CEDAR 5HINGLE5 @ 5"TO THE WEATHER 12" 10"5ONA-TUBE ON i BELOW GRADE(11P.)= J5T5.@ 16 O.C. DIRECT VENT ') W.C.5. FOR HEATLATOR 12"SONA-TUBE FIGS.@ 48"BELOW GRADE ALUM• SCREENS 1 X 5 CORNER I SCREENS NS W.C.5. 50ARD5(TYP., CROSS SECTION BRICK STEP W.C.5. W.C.S. UNIT WZ5. A5 PER 5PEC5. LJ 415 Shootflying Hill Road, Centerville 5cal e: 1/4"=1'-0" Drawn by. j " LEFT ELEVATION Date: 4/1 3/04 REEF REALTY LTD. George Ru55a5 RB15M 4/20/04 ELEVATION VIEWS A2 OF 7 } PLAN 41 � MODIFIED 1 14' 20' 41' I I VAULTED CLG.@ A2 1 1'-0"FROM FLK I u� I SCREEN PORCH ® 5MOKE DETECTOR I 13'5 x 13'7 I ALUM. WD. DECK ' e 5MOKE DEmcroR x SCREEN 20'X 14' PHOTO ELECTRIC DOOR ALUM. SCREENS I Cn"� BILCO"C' B I 2 1' 7' T 7' — i l'S O 10 10 O 3'8 11 4'6 O 19'6 I I 6 © N 63 1/2 " #4 (2)-i 3/4"X 9 1/2"LVL #3 W 10 X 12#A36 5TL — — DR HEADER ABOVE BM.FLU5HED ABOVE 1 I ® 1 6 LAUNDRY I _ 0 l9 5'70z5'7 .. ----------- 4"CONC.FL?_OVER LAV' COMPACTED 50L5 - � � 5'10x5'7 05uE J5T.—� ----- O © © W/2"MTCH TO DR. a 7 II DINING AREA �* 1 V3 x 15'7 KITCHEN I E HALL LIVING RM. LCLG. 1 1'10 x 13'7 I I `� 12'x 3'2 W 10 X 26#A36 5TL 15'8 x 27'5 I #1. BM.FLU5HED ABOVE y�2 61 1/2 — — — — I\ N NONfLAMMA5LE d' HEARTH MATERIAL `� C N O VAULTED CLG.C� © — — - —' QD O I Ql x 47 o t 2ND FLR CLG.HT. _ — — — GARAGE 21'1 x 23'5 DNDUCT GCDC60 RF DIRECT © � � I I � M.B O CHASE VENT HEAT➢ATOR Q 4"CONC.FLR W/ © - HEATILATOR WALK-IN D BRICK EDGE OVER — — — — — — — — — — — — — — CL05ET uO R.O.=42"W X RAILING& 5'1 x T COMPACTED SOILS ® 26 40"H X 24"D A/C BALUSTERS � ARMERS PORCH :d-UNIT 6 5'4 1/4 1 1'9 x 3'7 en MLN 5EDROOM (2�1 3/4"X 1 1 1/4'.LVL 7 — — — 15�7x 15'7 / DR.HEADER ABOVE4 (2)2 X 12N / 16'X 7'OVERHEAD DOOR A 6S�T i BM.ABOVEAHOYI5T5.cm t2"5ECfION5 iv 15' - 4' 8' 4' 4' 8' 7'—5' 3'5 64 4' 16' 4' AO1 1 Ot 0 16' 24' 12' 24' 76 2 i 3 I 4- 15 5hootflying Hill Road, Centerville FIRST FLOOR FLAN I Scale: 1/4°-1'-0° REEF REALTY LTD. Prawn1416 5F.LIV.AREA Date: 4/13/04 George RU66a5 . 2390 SF.LIV.AREA,280 SF.WD.DECK,48 SF.FARMERS _ t� i� /� PORCH, 196 SFCR.5EEN PORCH&557 SF REVISED: 4/20/04 .GARAGE FIR5T FLOOD FLAN AJ OF 7 ' � PLAN 41 • DR. � `� MODIFIED TYPE 517E ROUGH OPENING WDW TYPE SIZE ROUGH OPENING , A 2 In STL,DR. 3'-0"X 6'-8" 1 DOUBLE HUNG 2446 2'-6 1/8"X 4'-9 1/4" W/12"siPELITES 5'-4 1/2"X 6'-10 1/2" 2 DOUBLE HUNG 2446-2 41-1 1 13/16"X 4'-9 1/4" B SLIDING DOOR FWG606813368 9'-3 3/16"X 6'-8" 3 DOUBLE HUNG 2432 2'-6 1/8"X 3'-5 1/4" C INT.SWING 2'-0"X 6'-8" 2'-8 1/2"X 6'-10 1/2" 4 CASEMENT CN235 3'-5 1/4"X 3'-5 3/8" D INT.SWING 2'-4"X 6-8" 2'-6 1/2"X 6'-10 1/2" 5 DOUBLE HUNG 2446-2 pkt. 5'-1 3/4"X 4'-9 1/4" E +5TL FIRE DR. 3'-0"X 6'-8" 3'-2 1/2"X 6'-10 1/2" 6 DOUBLE HUNG 2046 2'-2 1/8"X 4'-9 1/4" : F INT.13I-PA55 4'-0"X 6'-8" 4'-1 1/2"X 6-1 1 1/2" 7 COMBO UNIT CTC3 G INT.BI-FOLD 4'-0"X 6-8" 4'-2 1/2"X 6'-1 1 1/2" C35 6-0 3/6"X 6-2 3/4" H INT.13I-PA55 6'-0"X 6'-8" 6-1 1/2"X 6'-1 1 1/2" 8 COMBO UNIT CTN28-2 J ATTIC ACCE55 2'-6"X 6-8" 2'-8 1/2"X 6'-10 1/2" 28.46-2 6-7 7/6"X 7'-8 15/16" 5 K ATTIC ACCE55- 2'-4"X 3'-0" 2'-6 1/2"X 3'-2 1/2" 9 VELUX SKYLIGHT 175-606 44 3/4"X 46 7/6" 2 L 9 LITE STL DR. 3'-0"X 6'-8" 3'-2 1/2"X 6'-10 1/2" 12"PITCH M PULLDOWN EXCEL 8'-9" 25"1/2"X 54" R.O.'S FOR ANDERSEN WINDOWS,VERIFY All MEAS.IN THE FIELD. N CASED OPENING 2'-6"X 6'-8" 2'8 1/2"X 6-10 1/2" 0 CASED OPENING 6-0"X 6'-8" 6-2 1/2"X 6-10 1/2" 76 22' _ O 12'1O O 13'2 O 107 5 175 6"PITCH DORMER \ \ 16' 11,10 14' 2 8'6 11,10 2 92 ' I LAY OVER no ROOF ABOVE SHORT I I I \ \ / WALL 0 BATH LOFT AREA OFFICE 62 x 10 I I� 1 1'S x 13'7 13'8 x 10''I aosEr O © BEDROOM 2. lax97 — — — — — — — — — — — — — — — - RAILING& 2•x ioi I UNEN m 1 1'6 x 13'7 BALUSTERS 2xag - I CLG.CLIP OO _ 4 LINE(Tt P) OPEN TO BELOW LLN CLG.CLIP I T 0.G. Cp .@ t9 HAIL I LIN '2 �' u e to I co 24'6x3 ` - 5'6 14'10 1/4 CLG.CLIP i VAULTED CLG.@ © LINE DUCT 1 d-4"FROM FiR CHASE I CLG.CLIP CLG.QJP i CLG.CLIP RAILING& d C BEDROOM 3. LINE(T>� LINE(TYP) - - LINE(T m) 6ALu5TER5 m 0.o5ET 14'5 x 14'7 V _ _ _ _ EXTEND W To ATTIC STORAGE — — — — — — — — 5�2 x 9' I SUPPORT R5� 1 1"PITCH i 12"PITCH I 3/4"SUBFLOOR _ I 1 12"F`ITCH O CLG CUP A-6 I I I uNE(TYP) I I CLG.CLIP 3 12' 12' I LINE(Ty') ai ATTIC 6 1 I 24' n s ® SMOKE DETECTOR j i eSMOKE DETECTOR PHOTO ELECTRIC 8' 8' N 316 7' 5' 5' 3'6 9 40 2 415 5hootflying Hill Road, Centerville A 7 A-7 .SECOND FLOOR FLAN Scale: ,l4"- o° REEF REALTY LTD. Drawn� 972 S.F.LIV.AREA Date: 4/13/04 George Ruooa5 REVISED: 4/20/04 SECOND FLOM PLAN A4 OF 7 FLAN 41 • MODIFIED ' 76' NOTE DBIF.J5T5.@PARTITIONS RUNNING 5 1 O"SONA-TUBE,ON 12"5ONA-TUBE FTG5.@ PARAllFl TO J5T5.&GABLE RIM A 2 13F24 FTG5.48" 48"5E OW GRADE(TYP.) J5T5. OR USE SOLID BRIDGING @ 4' BELOW GRADE(TYP.) O.C.FOR PLUMBING ACCESS(Tl'P.) 59 19'S 1/2 3' 5' ` 23'8 SEE DETAIL 0-2 SCREEN PORCH ABOVE WE).DECK DROP OUTER EDGE o ABOVE PT.NAILER 2 X 6 r ® SMOKE DETECTOR I I SMOKE DETECTOR m i9 o I I o g I I #4 RE-ROD PHOTO ELECTRIC — — — _ N —I I I @ JOINTS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I 8 X 7'6"CONC.FOUND. ui WALLS ON 16"X 9"CONC. SPREAD FTGS.W/KEY(Tl'P.) N METAL H AN RI A SGERS/ I :. I 4"CONC.R-R.OVER WALLS ON 10"X 9"CONC. x o ABOVE OPNG. I I ACTED SOILS' SPREAD FTGS.W/KEY(TYP.) AB �' N - 6'1 65 12'4 21'4 _ 2 X 10 '- JSTS.@ 12"• I . i O.C.IN 16'-0"SECTIONS - - 1 77 ` 77 5'1 1 5'1 1 5'1 1 611 J — (3)2 X 12 BM. - WD.GIRD. PKT. I GARAGE I N m _ I _� I . � - � -I - o- �—= -e--t- - � -°. � � 20'8 x 22'8 I '° _ - I I I I I UNEXCAVATED .` 19.WALL TO CREATE 2" 3 1/2"COL5.ON (3)2 X 1. — - — J LEDGE FOR SLAB ABOVE —" WE).GIRD. 3 1/2' COL5.ON 2- I 3O'X 1 O"CONT. 2 X 10 FLR JSTS.@ 12" 30"X 10"CONT. — CONC.FTG5.P-TP.) p J. O.C.IN 16'-0"SECTIONS CONC.FIGS.(TYP. r :4 I SEE PETAL D-3 IZ10 4" ONC.FLF-W/BRICK EDGE 1 O"WALL 1 a'WAIL Ab VE OVER COMPACTED sous : FOR LEDGE FOR LEDGE — — - i FENETKE55 WIN05. o - - I�-- 8"WALL #4 RE-RODW/DBIP.RI JST. - � — — — — — — — — — — — - -ABOVE(TYP) a ® @ JOINTS ,- - - - - - - - - - - - -` DROP 16"FOR OVERHEAD DOOR 4"CONC.FLF,OVER 8"X 7'-0"CONC.FOUND. - — — — — — — — — — COMPACTED SOILS WALLS ON 16"X 9"CONC. I io — — — — — — — — _E — — — — — SPREAD FTG5.W/KEY(T(P.) - - _. 17 t Q. . SEE DETAIL D-1 I f 18' 4'- J 18' K 12' 3'9 16'6 3'9 E I 76 ... I 2 1 3 A7 415 5hootflying Hill Road, Centerville FOUNDATION FLAN Scale: 1/4"-1'-0" Drawn by. I REEF REALTY LTD. Date: 4/13/04 George Ru55a5 REVI5ED: 4/20/04 FOUNDATION FLAN A5 OF 7 • FLAN41 . MODIFIED 2X4 4X4PO5T5 1/2"X 6"GALV.LAG BOLTS @ 2X10 loll O.C.STAGERED&METAL 4 X 4 P05T5 8"X 7'6"CONC.FND. BLCO"C' 1"SPACERS JST.HANGERS @ BOTH ENDS BEHIND LEDGER WALL5 ON 10"X 9"GONG. SPREAD 1`1705.W/KEY DBLE RIIvkJ5T. 8"WALL W/5 1/2" ° �W/HANCSR5 LEDGE DOWN 1 1/2" FOR P.T.2 X 6 51L. 8"X 3'-9"GONG FOUND. "51MP50N"A1344 WA1L5 ON 16"X 9"GOING. P05T SUPPORTS (2)#5 RE-ROD @ SPREAD FTGS.W/KEY i "SIMP5ON"AB44 2 X 1 O P.T.JSTS. o TOP&BOTTOM co 4 X 4 PO5T5 ON 10' PO5T 5UPPORT5 ePAGE @ 16"O.C. 0 5ONA-TU5E5 W/ m EXTERIOR BF24 FTG5.48" 8"POUR GONG. SURFACE I BELOW GRADE(TYP.) .RETAINING WALL (2)#5 PE-PO[- DECK DETAIL ° TOP&BOTTOM ° � m ° SCALE: 1/2"= V-O" •p� v. 2 X 12 RIDGE EXTEND FRONT RAFTERS V4 1-4 1-4 TO MEET DORMER ROOF WALL DETAIL — BULKHEAD FOUND. WALL DETAIL 12" ASPHALT ROOF D-1 5C•AL E- 1/2"= 1'-a' D-` SCALE: 1/2"= V-0" D-3 SCALE 1/2"= 1'-O 6° 1 x cOUAR 1 z° I ATTIC ®45"O.C.(TYP.) 15#FELT(Tl'P.) �11 -- 1/2"COX TYPAR HOUSE PLYWD.(111'.) WRAP(1-(P.) X 5 CLG.J5T.S R-3&INSUL IN 2 X 10 RAFTERS 1 X 6 COf1AR 2 X 12 R1GE 1/2"CDX a loll O.C. (TYP.) FLAT Q G.(TYP.) @ loll ') O.C. EXTEND WALL T1E5 @ 48"O.C. PLYWD.cryp.) TO RAFTERS @ R-13 INSUL BATH HALL PORCH SECTION CLO5. ATTIC 12" 15#PAPER (TYP.) 12..[ - (TyF-) 2 X 4 X 7'-4"STUDS 3/4"T&G SHEATH.I 2 X 4 CLG.JSTS @loll O.C. (fYP.) @ 16"O.0(TYP.) GLUED&NAILED 0-rP.) 1/2"COX 2 X 6 Q.G.J5T5. PLYWD.(TYI'.) TYPAR HOUSE �(2)2 X 12 @�1T6"�O.0(TYP.) WRAP m.F.) R-30 WD.HEADER 2 x 10 RAFTERS ATTIC STORAGE 2 X 10 RAFTERS INSUL I ii II I @ loll o.c.(TYP.) PLYw�:X @ 16.,o.c.(TYP.) I I (T YP.) INSTALL R-30 IN5UL UNDER 3/4 T&G FLYWD. R-13 IN5UI_ w' HALL M. BATH PORCH HEATED 5PAGE BEYOND GLUED&NAILED (TYP.) III 2 X 4 X 7-4"5TUDS 3/4"T&G SHEATH. R-19 w5u @ 16"O.0(TYP.) GLUED&NAILED C".) CrI') 4"CONC.SLAB RAI5E WALL HT.TO W/BRICK EDGE MAINTAIN FACIA HT, 2 X 10 RR J5T5. #2. (2) 1 3/4"X 1 1 1/4"LVL 1/2"COX (3)2 X 12 P.T.2 X 6 W/ @ 16"O.C.(TYR) DR.HEADER ABOVE RYWD. 2 X 10 FLR JSTS. sEnL Sn 1 1/2"COX R-13 IN5UL @ ) DAMP PROOF @ 16"O.C.(TYP.) N/D.GIRD. - 8'X .FO POUR UNR. RYWD.(rm.) GARAGE HousE WALL BELOW GRADE 10'x 7'6°CONC. W,� CONC.FOWALL-5 fn> ) 2 X 4 WALL WALL®PORCH GRAVEL 2 X 4 WALL STUDS @ 16" BSM IT (5EE FOUW.PLAN) STUDS @ 16" 4"GONG.RR OVER O.C.(TYP.) 8'X 7'-6"POUR. O.G.(TYP.) COMPACTED SOIL5 CONC.FOUND. *'GONG.RR.OVER 3 1/2''LA11Y W%2"PITCH TO DR. WA-5 PF') COMPACTED 50L COL5.(TYP') E:� 8"X 3'-9"GONG. all X 3`9"GONG '16 ll X 9"CONC.FTGS. 30 X 30"X 10"GOING.FOUND.(111'.) FOUND.(T)?.) W/KEYWAY(Tl P.) COL FTGS.0-rF.) w/KE;NA;°("�.;�� C12055 SECTION 415 5hootflying Hill Road, Centerville 3 Scale: 1/4"=1'-0" Drawn by. SECTION REEF REALTY LTD.C4 �_�01055 Date: 4/13/04 George Ru�aS REVISED: 4/20/04 CROSS SECTIONS A6 OF 7 l • _• ._ i'LAN 41 12" y 4„F 2 X 6 RAFTER5 @ 161,O.C. 6"FACIA& PLANCHER �p 3 15/troll 12"MIN.W/ NON VENTED 12" o HEATILATOR DETAIL 6° 2 X 12 RIDGE 2 x a RAFTERS EXTEND FRONT RAFTER5 5CALE: 1/2"= 1-d' @troll O.0(Tl P.) � (, TO MEET DORMER ROOF N r 15#PAPER 1 X 6 COLLAR CI I 2 X 10 I, TIES®45"or. 7� j 1/2"PLYWD. II II II II II Ii II II PAGE SHEATH.(TYP.) II CI II II II II I ATTIC INSTAL ER . @ 16"O.C.(TYP.)2 X 10 RAFTER5 ATTIC II II II I II SHIM UNDER I i I I I 12" MOW TYPAR — = — — — 12" . HOUSEVJIZPJ' I I R-38 INSUL 2 X&CLG. 15T5. O-G.CLIP LINE @ ' 1 IN FLAT Q.G. \ II II R-13 INSUL @ 16"O.C.(TYP.) HALL&BORM 2. �•) I I I1 IC 1 TYPICAL 1/z"cDx FLYWD. LOFT AREA HALL. I R-30 IN5UL IN \\ III WAl1 2 X 12 RIDE - SHEATH.(TYR) I 5 0P� ' I STAIRWELL 2 X 4 X 7'-4" I 12" 3/4"T&G PLYWD. 1 2 X 10 RAFTERS 12 WALL 5TU05 GLUED&NALED PP.) @ 16"O.C.C".) 15 LB.PAPER X 6 COLLAR @ 16"O.0(TYP.) — — — — _ _ _ _ _ _ _ _ _ TIES @ 45"O.C. 2 X 10 JST5.BEYOND 1/2"CDX TYPAR — — — — — — ; — — — — TYPAR FLYWD.(TYP.) ATTIC HOUSE 4VRAP 2 X 10 FfK J5T5. HOU5EWRAP R-13 INSUL @ 16,O.C.(TYP.) 1 1 R-13 INSUL •) 1"VENT HOLES ^^ CD FOYER 1/z°cDx PLYWD. @ CLOSED BAYS ' 1/2"cDx PL�YwD. KITCHEN I R-W INSUL IN 2 X 8 CLG.JSF.) i SHEATH.(TYP.) I SHEATH. FLAT CLG5. @ 16'O.C.(TYP.) 1 m I 5TAIRWE L P'•) 2 X 4 X 7'-4" 2 X 10 RAFTERS 3/4-T&G PLYWD. 2 X 4 5TUD5. R-30 INSUL / WALL STUDS GLUED&NAILED(iYP.) @ 1 roll O.C.@ troll O.0(TYP.) IN SLOPES @ 16-O.C.(TYP.) — — — — 1 H2.5 CLIPS @ EA VAULTED CLG.@ 2 X 10 JST5.BEYOND U VACATED RAFTER 2ND FLR CLG.HT. &U5E BAFFLE R-30 IN5UL 2 X 10 RR.J5T5. (3)2 X 12 K-19 IN5UL 5LOCK5(r.P.) IN SLOPES DAMPPROOF @ 16-O.C.(TY'P.) GIRDER (Tyr.) DAMPPROOF 5EE CRo55 BE-OW GRADE BELOW GRADE TYPAK HOUSE LIVING FIM. � 0 5ECfION B5M'T. BSM'T. � ') (2}1 3/4"X 9 1/2"LYL #4 8"X 7'-0"CONC. 3 1/2" 8"X T roll CONC 1/2"CDX OR.HEADER ABOVE FOUND.(Tl P.) 4"CONC.FLR OVER _ COL(TY P.) FOUND. FLYWD.(TYP.) I I COMPACTED SOU R-13 INSUL 2 X 4 STUDS t�H ') 2 X 10 FLR 15T5. 3/4 T&G FLYWD. 16 O.C.(TYP.) 16"X 9"CONC.FTG5. 30'X 30"X 10"COL 2 X 4 5TUD5 @ 16 O.C.(Tl P.) GLUED&NALED W/KEYWAY(TYP.) FTG5.(1YP.)EXCEPT 16'O.C.(TYP.) - - FOP 1 BEAM SUPPORT U - P.T.2 X 6 W/� (3)2 X 12 P-19 IN5UL SEAL 51L- WD.GIRD. DAMP PROOF ) DAMPPROOF CROSS SECTION BELOW GRADE BELOW GRADE B5M T. 55M'T. L� 8"X 7'-6"CONC 3 1/2"L qL'Y FOUND.WAU-5 COL gyp.) 4" CONC.RK OVER B"X T-6"CONC COMPACTED 50L FOUND.WAU-5 30"X 30 X 10 16"X 9"CONT.CONC. CO-Frc-5.c a FTG5.W/KEYWAY 4- 15 Shootflying Hill Road, Centerville �� 5ECTION SDale: v4°=1'-0° REEF REALTY LTD. awn by . 2 Date: 4/13/04 George Ruc6a5 REVI5E1>. 4/20/04 CR055 SECTIONS A7 OF 7 b AssEssoRs MAP: 214 T' ST HOLE LOGS NOTES PARCEL: 4 OO6,0 ENGINEER: , THOMAS McLELLAN, P.E. 1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-) ��v4 � CURRENT ZONING: RD-1 &RC WZTIvT-SS. DAVm STANTON R.S. 2. MUNICAPAL WATER IS AVAILABLE. DATE: 4-5-04 MINIMUM BUILDING SETBACKS: N PERCOLATION RATE: < 2 MIN / INCH 3. SCHEDULE 40 -4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. LOCUS FRONT: 30' SIDE: 10' REAR: 10' 4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH TII-1 100.0 TH-2 98.0 AAS14TO H-20 LOADING SPECIFICATIONS. LAKE FLOOD ZONE: C O(.A HORIZON ELEV. O/A HORIZON ELEV. 5. PIPE PITCH = 1/4" PER FOOT (UNLESS NOTED OTHERWISE). ' WEQUAQUET LOAMY SAND LOAMY SAND 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. 6" 10YR 2/1 99.5 10" 10YR 2/1 97.2 B HORIZON B HORIZON 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE LOCATION MAP LOAMY SAND LOAMY SAND USE OF A GARBAGE DISPOSAL. LOT 2 (40,127 SF) 30 10YR 6/8 97.5 34" 10YR 6/8 95.2 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE C HORIZO14 C HORIZON STATE OF MASS ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL MED-FINE SAND MED-FINE SAND HEALTH REGULATIONS. 2.5Y 7/3 2.5Y 7/3 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 138,11 188.5 132"1 1 87 0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO 104- _ ` - - -104 NO GROUND WATER ENCOUNTERED EXCEED 3'. - a 102-° - - - - - - -102 100 SEPTIC' SYSTEM DESIGN _ 100. _ - ` - - - - - - - 198 98- 96 FLOW ESTIMATE,. - - - - - - _ 94 3 BEDROOMS AT 110 GAL / DAY 330 GAL / DAY 96 ,r " r r SEPTIC TANK: _ 330 GAL/ DA`' x 2 DAYS = -66-0 GAL sy BENCHMARK AT 94 14' 20' 30, , rf, WOOD STAKE USE 1500 GALLON SEPTIC TANK WA�, - _ -,' _ SCRII ELEVATION = 100.7 14 PCH DECK 76, LEACHING AREA - - - - - - - 94PROPOSED 28' 3 BEDROOM 2A USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH DWELLING GAR ' �S ~� /94 3.5' OF STONE ALL AROUND (28.4' x l l.2' x 2' DEEP) 92 16 2 24'12 24' •9088 SIDE AREA: (28.4' + 11.2') x 2 x 2 =_158 SF _ (0.74) 117 GAI 1DAX _ __ PROPOSED -DWELLING {. 86 4- - 318 SF (0.74) = 235 GAL/DAB cti BOTTOM AREA: 2$.4 x 11.2 � _ � 9� , 04�4��� {, - f ' � 84 82 CAPACITY = 352 GAL/DAY 80 98/ �,� •, ?8 �- .. •:ti°� ys� 76 SEPTIC SYSTEM SECTION 100 .•,.• 2" PEASTONE ,74 100 �' - ,72 COVERS WITHIN 12" OF ' s -•�" ,' 98.0 FINISED GRADE - 3/4" - 1 1/2" 9g ! , - " , . ' , , ' ,70 �, (ONE INSPECTION COVER WASHED STONE 9694f ,' :..�•� " , Eb TOP t7r FOUNDATION TO BE WITHIN 6" OF GRADE) 92� - J :. :� 'l' ' - 'ti 3' MAX. -, •;:-'% �•;::•• ,S$'�.4 COVER 90 .-• • = ' ..;. • , , / 88�' ' - i (1' MIN) 86' / ' ; ••' ELEV.= 94.5 84' ••. Q 94.43 �,: ol 82 ,.c••' , f '/O ELEV. 80 / ��G� 'Q ELEV. 94.23 94.06 Q 78 , ' ,' ,' , ' ,' �, Q 94.68 1500 GAL ELEV. ELEV. �' 92.0 , 7� ,' CP , ELEV, D-BOX ��' H ELEV. y / SEPTIC TANK 74 ,' . ' ,' 'tiff % �1�y� (6" OF STONE UNDER" 3:5 28.4' 3.5 t SHED ' 6" O STONE UNDER OR 72 ' ,' / MECHANICALLY COMPACTED) ' #56.4 94.0 3 INFILTRATOR CHAMBERS (MODEL 3050) 76 ' r r �/ GAS BAFFLE ELEV. WITH 3.5' OF STONE ALL AROUND 6f� ,/ TEE SIZES: AT OUTLET TEE (28.4 x 11.2 x 2 DEEP) 66 '' '/ INLET: 6" UP 13" DOWN BENCHMARK AT • ' OUTLET: 6" UP, 14 DOWN KEY: CONCRETE BOUND 62'056.1�54.4 Q EXISTING CONTOUR: - -- - - ELEVATION = 61.34 59 Gj SITE AND SEWAGE PLAN PROPOSED CONTOUR: ------------------------------------ EXISTING SPOT ELEVATION: 25.5 APPROVED BY. DATE: LOCATION: PROPOSED SPOT ELEVATION: 25.5 @"# ' 415 SHOOT FLYING HILL ROAD " . r r, TEST HOLE: BARNSTABLE, MA UTILITY POLE: FENCE LINE: , PREPARED FOR r 41 HYDRANT: -�- _ ,n REEF REALTY DEMAREST - McLELLAN ENGINEERING ' rr } RETAINING WALL: 24 SCHOOL STREET, P.O. BOX 463 SCALE: 1" = 40' DATE: 4-5-04 WEST DENNIS, MA 02670 _ REFERENCE: PLAN BOOK 188 PAGE 65 DM# 04-10-B PHONE&FAX: (508) 398-7710 THOMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S. 11 REVISED: 4-21-04 (3 BEDROOM DWELLING)