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HomeMy WebLinkAbout70 CAILLOUET LANE - HEALTH /�1 l -- I 1 � F`v +�v TOWN OF BARNSTABLE LOCATION 7® CA"-M,nlAe SEWAGE# 2-joZI VILLAGE Qy>K c ,,10 ASSESSOR'S MAP&PARCE INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY i4 -2-.p eOO LEACHING FACILITY: (typeLal�ge�,,,Ntr!r (size) � 1 NO.OF BEDROOMS 2- OWNER PERMIT DATE: COMPLIANCE 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 Pn 6A- � -�, G � Z so 3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_4' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphration for Disposal 6pstem Construction 3permit Application for a Permit to Construct( Repair Upgrade( ) Abandon( ) ETComplete System ❑Individual Components Location Address or Lot No. -Y® C 8S-ke_r.7 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel * 3 Ins er's Name,Addr ss,and Tel.No. Designer's Naarg�e,Addres ,and Tel.No, (( � &V I�� nf:ne J j Type.of Bu'ding: Dwelling No.of.Bedrooms 2° � Lot Size 5 ZED`)fir. sq.ft. Garbage Grinder Other Type of Building (r V e. j1eV.Ce_ No.of Persons Showers( ) Cafeteria.( ) Other Fixtures Design Flow(min.required) 2-2d gpd Design flow provided 3 gpd Plan Date (o�L S/2d2. Number of sheets 2• Revision Date Title Size of Septic Tank 'l56'o '441 Goic Type of S.A.S. -joo 6,r/44. C44ixl4lf Description of Soil -T R-1 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 4Bo . e EnvironrConot to place the system in operation until a Certificate of Compliance has been issued by ealth. S Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.�7 sad-2 Date Issued ----__-_--_ __ ------------------------------ -------------- rllto. r-a' ..r / Fee •THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: )�' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Y JtlYicatLDtT for MI 'os,al.,6pstrin Construction 3perllmit Application for a Permit to Construct t' Upgrade, Abandon - ` pp ( )R air p ( ) pgr ( ) ( ) ©Complete System El Individual Components Location Address or Lot No. �i'O C* 'rQ�'`' _ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel N f 3 Installer's Name,Ad/dr ss,and Tel.�Io. �' Designer's Name,Address,and Tel.No. ell< - -z> v vd;.r _/� Type of Building: Dwelling No.of Bedrooms Lot Size ��4,-7'?' sq.ft. Garbage Grinder( ) Other Type of Building 6 v t V f la6l4e. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) I ZO gpd Design flow provided 3 e/A 3 gpd Plan Date Number of sheets Z Revision Date _ Title v / / Size of Septic Tank l 7a0 /r�on (-ne Type of S.A.S. -SUS^.% C�Q!/dt C4 fie, f�1,J_ Description of Soil See 7 \� 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 accordane 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 Bo of ealth. Signed Date Application Approved by `�.�� r+ Date Application Disapproved by Date for the following reasons Permit No. � '•+��+ Date Issued // � „✓ _ THE COMMONWEALTH OF MASSACHUSETTS ' } dw BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO RT FY, d5th—e On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) _ Abandoned( )by at �f (�q, !�rG -( ` t v, has been constructed in accordance t _ with the provisions of Title 5 and the for Disposal System Construction Permit No Y -"))3 dated J�/) j Installer Designer ")4 ((iL eel /_•���?:n eef./l r'`4/64,1 nr,��,�, #bedrooms Approved design flow —Z 0 J - gpd The issuance of this'permit shall not be construed as a guarantee that the system will•• cti o�+as designed. Date �� ? - Inspector J / /,.i /, ----- ---yy- ------- -----.-} ----- --------- *_- - 0_. ..... - No ,` J./ '� . / r{ t ba _(. Fee - - - THE COMMONWEALTH OF MASSACHUSETTS l I PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS bisposal Opstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at "7� r4 ��0�t°E �✓ S .�u r �/ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thislpeimit. -- Date Approvdby f .rf Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Public Health Division 03, +' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 .Installer&Designer.Certification Form 3/31/2022 2021-413 . A 141-113 Date: . Sewage Permit# Assessor's MaplParcel Sullivan Engineering&Consulting,Inc. Installer• � k" - Designer: _ _ �! 711 Main Street/PO Box 659 Address: Address: Osterville,MA 026554 On \`� ��� �'�. °�e-C -® was issued a permit to install a (date) (installer) 70 Caillouet Lane(Guest House) based on a design drawn b septic system at - _ .- _ � Y (address) Sullivan Engineering&Consulting,Inc. dated _ 10/25/2021 (designer) X 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 and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required)was inspected and the soils were found satisfactory. i that the s tem referenced above was constru ed i 'compliance with the terms o e gro 1 s(if applicable) LE T.. tiG ND v r� (In`faller's Signature) c I ti r o F £GISTER��cEQ (Designer s Signature) (Affix tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE-BARNSTABLE PUBLIC HEALTH DIVISION._ THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc FF Elev. 19.9 Slob Eley, 18.1 See Note 6 (typ.) *Final Foundation Grading To Be F.G. EL. 19.00 Coordinated With Landscape Plan FMI Flow Equilizers Guest House -A //- As Required EL. 16.50 'EL. 15.80 1500 Gallon Installer To Septic Tank EL. 15.55 Top EL. 16.00 Confirm Prior H-20 Required 1 6 H-20 To Any Work (See Note 5) 0-Box EL. 15.20 H-20 15.00 Leaching To Be Installed On Chamber Ito a ompacted Bose I N Bot. EL. 13.00 Bedding,..T..s Inspection Port, If Encountered :Remove & Replace:::: & Baffels GUEST HOUSE All Unsuitable :Soils Within 5' of as Per Title 5 Tht=;Outer: Perimeter o;f The System: PERC TEST.20-I5I DEVELOPED PROFILE OF SYSTEM EL. 2.0 PERFORMED BY.JOHN ODEA,PE No Groundwater SULLIVAN ENGINEERING NOT TO SCALE Per Test Hole 4 &CONSULTING,INC. SOIL EVALUATOR NO.2911 WITNESSED BY:DONNALD DESMARAIS,R.S.-TOWN OF BARNSTABLE Finish Grade IULY21,2020 SITE PASSED 3' Max. t- 9" Min Compacted Fill Filter TEST HOLE- 1 EL.14.5 TEST HOLE-2 EL.14.5 Fabric _. ._.._.:........_..............I-.. And/Or LOAM.: LOAM 2" 1/8" - 1/2" 5' 14.1 6 14.0 Pea Stone ...BLAYER 10YR.618 BLA.YER IOYR 618 . 3' H-20 3/4" - 1 1/2" BROWNISH YELLOW BROWMSITYELLOW LEACHING Double Washed 13.0 18 .LOAMY SAND 13.0 CHAMBER Stone SEPTIC NOTES C LAYER IOYR 712 C LAYER IOYR 712 LIGHT GRAY LlGRT GRA Y it!: 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 120 FINE SAND 4.5 FINE SAND I 4' - 10" Prior to Any Excavation For This Project the Contractor Shall Make NO GROUNDWATER ENCOUNTERED 33" PERC TEST 17.7 r 12' - 10 --) the Required Notification to Dig Safe(1-888-344-7233)and contact <2 MINQN Sullivan Engineering&Consulting Inc.(508-428-3344). 120' LTAR-0.74 K. NO GROUNDWATER ENCOUNTERED - 2. The Contractor is Required to Secure Appropriate Permits From Town CROSS SECTION OF CHAMBER Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall NOT TO SCALE Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance TEST HOLE-3 EL.13.2 TEST HOLE 4 EL.13.0 - • _...._ .. ... Components. DESIGN DATA With 248 CMR 1 00 7 00&310 CMR 1 s 00 4 A Minimum of9"ofCover is Required for All Guest House 5.All Structures Buried Three Feet or More or Subject LOAM LOAM T H Of j 6' Iz.7 6 12.5 S�. -2 Bedroom @ 11 D GPD to Vehicular Traffic to be H-20 Loading.It is the Engineer's .... . .. ... .. .B LAYER IOYR 618 B LA.1'ER 0YR 618 . C "��, No Garbage Grinder Recommendation that H-20 Always be Used. BROWNISH YELLOW BROWNISH YELLOW Total Daily Flow=220 GPD o q1 T 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 30' LOAMY SAND:. 10.7 32 LOAMY SA1VD 10.3 c> Cryl 3 Bedroom Minimum Design Over Septic Tank Inlet and Outlet D-Box,and One Leaching Chamber. C LAYER 10YR 712 C LAYER IOYR 712 0. Use a 1500 Gal Septic Tank LIGHT GRAY LIGHT GRAY All covers are to be maximum 18"for concrete or 24"Cast Iron. 9 ti 132' FINE SAND 2.2 FINE SAND p� t; 7.Septic System to be Installed in Accordance With 310 CMR 15.00& NO GROUNDWATER ENCOUNTERED 36' PERC 1 ES 10.0 �Ss�AfA L G\���� LEACHING AREA 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 132' LIAR=II N 2 0 220 GPD/0.74(LTAR)=297.3 SF Required Board of Health Regulations. NO GROUNDWATER ENCOUNTERED Sidewall=2(12.83'+25)2'=151.3 SF 8.All Piping to be Sch.40 PVC. Bottom Area=(12.83'x 25)=320.8 SF 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Total Provided=151.3+320.8=472.1 SF(349.3 GPD) Sump of 6". ME Guest House PREPARED BY., PREPARED FOR. 10. The Separation Distance Between the Septic Tank Inlets and LEACHING CHAMBER DESIGN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Septic Detail Plan Engineering& Adam M. KOpple a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" At Brenda"E. Ha t;S All Pipes to be Schedule 40. Use SUIliVan Cunsumng,Inc Below the Flow Line,and Shall be Equipped With a Gas Baffle. 70 Hunreds Road 2-500 Gal.Leaching Chambers in a 70 Caillouet Lane te�sesea•vn ear•ra wr,tm..p ou�.ma w►tmeea 11.All joints connecting pipes to foundation,tank,d-box and SAS are to be Barnstable (ostervil►e3) Mass '°�O°iOAin"'W"°°"'• y Wellesle Hills MA 12.83'x 25'Double Washed. R: Rdl*CTR NIA Stone Field as Shown. Sealed with hydraulic cement. October 25, 2021 SCALE` NIA lReyfaw cm I cerG: NIA Pro t: Koppel I PryJ80 it 3a0023 FF Elev. 19.9 Slab Eley. 18 1 See Note 6 (typ.) F.G. EL. 18.00* - *Final Foundation GradingTo Be F.G. EL. 19.00 Coordinated With Landscape Plan FMIFlow Equilizers Guest House /' As Required EL. 16.50 EL. 15.80 1500 Gallon Installer To Septic Tank rEL. 5Con firm Prior pToD EL. 16.00 To Any Work H-20 Required 15 6 H-20EL. 15.20(See Note 5) D-Box � z15.00 H-20 Leaching - o Be Installed On Chamber Stable CompactedBase Bot. EL. 13.00 Bedding, T"s, Inspection Port, If:Encoun t.ere d_?Remove & Replace: GUEST HOUSE & Bafftls All Unsujtable-Bolls Wlthrn 5 of as Per Title 5 Thee Outer:. Penm:eter oa The Sysfem _ ... . PERC TEST.20-151 DEVELOPED PROFILE OF SYSTEM EL. 2.0 PERFORMED BY.JOHNODEA,PE No Groundwater SULLIVAN ENGINEERING NOT TO SCALE Per Test Hole 4 &CONSULTING,INC. SOIL EVALUATOR NO.2911 WITNESSED BY:DONNALDDESMARAIS,R.S.-TOWN OFBARNSTABLE Finish Grade IULY21,2020 SITE PASSED 3' Max. 9" Min Compacted Fill Filter TEST HOLE- I EL.14.5 TEST HOLE-2 EL. Fabric .. ...._.. .._. ........ ..... _. ........_ And/Or LOAM. LOAM 1/8" - 1/2" 5' 14.1 6 14.0 Pea Stone B LA.YER 10YR.6/8 .B LAYER.IOYR 6/8 3' H-20 3141, - 1 112' BROWMSH YELLOW BR6.WN1SH YELLOW LEACHING Double washed 18" LO CLAYER IO ND 13.0 18" CLAOYAE Y IO NW. 13.0 CHAMBER Stone SEPTIC NOTES LIGHT GRAY LIGHT GRAY !.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours NO GROUNDWATER ENCOUNTERED 33' PERC TEST 17.7 120' FINE SAND 4 5 FINE SAND I 4' - 10'� I Prior to Any Excavation For This Project the Contractor Shall Make <2 MIN/IN 12' - 10" the Required Notification to Dig Safe(1-888-344-7233)and contact 120'1 LTAR=0.74 4.5 Sullivan Engineering&Consulting Inc.(508-428-3344). NO GROUNDWATER ENCOUNTERED 2. The Contractor is Required to Secure Appropriate Permits From Town CROSS SECTION OF CHAMBER Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall NOT TO SCALE Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance TEST HOLE-3 EL.13.2 TEST HOLE 4 EL. DESIGN DATA With 248 CMR 1.00-7.00&310 CMR 15.00. PLC H OF 4 4.A Minimum of 9"of Cover is Required for All Components. LOAM LOAM Ss Guest House 5.All Structures Buried Three Feet or More or Subject 6' 12.7 6 12.5 S T. 9y - D - ding.It s the Engineer's C 2 Bedroom @ 110 GP to Vehicular Traffic to be H 20 Loa i B LA.YER.IOYR 618 .B.'LA.YER IOYR 6/8.. t qk No Garbage Grinder Recommendation that H-20 Always be Used. BROWNISH YELLOW BROWNISH YELLOW. CIVI -r Total Daily Flow=220 GPD 6.Install Watertight Risers and Covers to Within 6"of Finished Grade 30' LOAMY SAND. 10.7 32 LOAMY SAND 10.3 a• S ggg 3 Bedroom Minimum Design C LAYER IOYR 712 C LAYER 10YR 712 Use a 1500 Gal Septic Tank Over Septic Tank Inlet and Outlet D-Box,and One Leaching Chamber. LIGHT GRAY LIGHT GRAY D,r �lG All covers are to be maximum 18"for concrete or 24"Cast Iron. 132' FINE SAND 2.2 FINE SAND bNAI 7.Septic System to be Installed in Accordance With 310 CMR 15.00& NO GROUNDWATER ENCOUNTERED 36" PERC TEST 10.0 LEACHING AREA 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable <2 MIN/IN 220 GPD/0.74(LTAR)=297.3 SF Required Board of Health Regulations. 132' LTAR=0.74 2.0 NO GROUNDWATER ENCOUNTERED Sidewall=2(12.83 +25)2'=151.3 SF 8.All Piping to be Sch.40 PVC. Bottom Area=(12.83'x 25)=320.8 SF 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Total Provided=151.3+320.8=I72.1 SF(349.3 GPD) Sump of 6". nn£ 10. The Separation Distance Between the Septic Tank Inlets and Guest House PREPArtm BY: PREP, FOR; Septic Detail Plan En LEACHING CHAMBER DESIGN Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend g[neering& Adam M. KOpple a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" At Suffivanconsuiung,ina Brenda E. Haynes All Pipes to be Schedule 40. Use Below the Flow Line,and Shall be Equipped With a Gas Baffle. 70 Hunreds Road 2-500 Gal.Leaching Chambers in a 70 Caillouet Lane tsoeD+ze.asu•�.e0s9•�uwr�tw..taer.m.,wAoaeas 12.83'x 25'Double Washed 11.All joints connecting pipes to foundation,tank,d-box and SAS are to be rn Bastable (Osterwie) Mass' "ilk-all Apt1•weasmanw n"n Wellesley Hills MA Sealed with hydraulic cement. ft.- Crn nele, NIA Stone Field as Shown. oAM October 25, 2021 SCALE: N/A LRe�few. Crn cela.: NIA t: Kopoel PMJ&Ct 380023 39.-6" a a 7a 0 9 i 12'-0" 4'-0" � qq gg999 27•-0" 12•-6" - - z 6 Zm �Ja ------ -- --- - - ------- ---- ------ m 1aa' ,x L.a _ ADH 698 ADH 48 FULL HGT ST DS AT AIR OPENING ;-- - 5�° "v.- - mod.u' -�' :A7CMf; W I C POUR SLAB FLUSH WITH TOF -I of TEMP'RO e , WRAP W/6/8'FC GYP BIRD WRAP HOUSE WALLS AND CEILING W/5/6'FC GYP BIRD I o ti 27•-0" GARAGEIL o m RASFMENT—-- _ o Q GARAGE H 4'CONC SLAB ` - _4•: j�I i "'aW--6--�6•_nl0sl0-W:W:F.- I � _ _ __ry 1� - p w c I j UNEXCAVATED 'o I „p �, `3 t__�___ __ o 4 [v _ _______STEEL BEAN ABOVE I I I _._ .. ... ry 0 ry 0 1 I TYPICAL SLAB -- -" -- -- j 4'CONC SLAB 1" y I W/6'.6'v10/10 W.W.F. I'1 WALL IWIBE-O POURI_u O#Fi�µ= I ; 2 1A�y _0'SLOPED Y TOWARD O.H.DOOR I mp�O 02 tP B'xIC fnN(FQOTINf. 1 x +� Q 1 I PROVIDE CONTROL JOINTS 1 ----------------1 r ? 1 + ry O I AT 10'INTERVALS 2 S G h O_ ' ROD ND II ...... ..... .....�., I I 1��1� ADH269 I KEY 0 u. 1-LEDGE- FOR -SUPPORTSUPPORT —_.—______-_- -Z 0 ___________LI _ ' 01 W UNEXCAVATED __ DROP T.O.WALL OR SLAB I __AT-044=QRS- _____( _ ____ __ 14 4'0' 8.0'O.N.DOOR 9'0' 8'0'O.H.DOOR 14 _ 11 IQ III TAP �i ERFQ BY TURNCRAFT ItI IC DEEP S EP w 3Z'WIDE FTG FOR STEP 2'-6' 2'-6" .. PA PORTAL .J f W AncNoi B.I.•� 11rqFRAME ,J p_g 9•_6• 1'- g•_6 1_9• v.o•z lq•Plm waalm. �1 EE DETAIL 2'-0" 9•-0•, T-0" 9'-0.. 2'-0" T-6' A4 11" ^ pyy T.mea 24'-0" 10'-6" 5'-0" 24'-0" 10'-6" T•aan. �.�.1 I ■`V* I /ice J� NO TH, i OU1 �E ATION PUAN `.'* FIRST FLOOR PLL�1N ADJUST SPACING OF FLOOR JOISTS AT ALL PLUMBING CONNECTIONS W O 164.So.FT. FIRST FLOOR PLAN DOUBLE STUD PKT BETW MULTIPLE WINDOW UNITS w 1 1 886 SO.FT. SECOND FLOOR PLAN UNLESS NOTED OTHERWISE /� _ W PROV/DE 15'GROUND/NG ROO NOTE, - 105o SO.Ham'.TOTAL 'fly /N FOOT/NG FOUNDA T/ON ANCHORAGE 8'1T tlom ene PROVIDE THE MINIMUM NUMBER OF FULL HEIGHT STUDS R F END OF HEADER CONTRACTOR 70 MEET 7 PLUMBER ^1�� FouMsllon wan EOUAL TO NOT LESS THAN HALF OF THE NUMBER OF STUDS REPLACED w 5/8'D/A ANCHOR SOL T5 AT 3L'OC TO DE TERM/NE SEPTIC P/PE LOCH TONS WINDOW HEADER HGT TO BE T-O'UNLESS OTHERWISE SPECIFIED II.I4 U rn 4"-/1•PROM END OF PLATES, 7'EMB. PR/OR TO POUR/NO SLAB. SLEEVES FOR UI CONSTRUCTION TO CONFORM TO THE //4'PLATE/VASNER. SEE DETAIL UTILITIES TO BE LOCATED PR/OR TO O WFCM 1 1 OMPH EXPOSURE 8 MANUAL POUR/NO FND II/ALL PROV/DE CONTROL JOINTS - 4 r� AT M/N/O'/N TER VALS 39'-6" 17•_O" 22•-6" J 1 12•-0" 'y`" 12•_O" 5•-4" 5•_2" r�r LSTAI7 RIDGE STRAP 2W8 0 2N9 3-B 8-4"ADH DH }•-4" W AT EA RAFTER 0 AT 10' 2438 8 RIDGE VENT ROOF ly WL RIDGE BEAM RE CEDAR SHINGLES I T M R T M RD �,/y .. �. 13•T 2.: I 5. , TYPICAL EXTERIOR WALL 2il2 RAFTERS AT 16'O.C. o.WHITE CEDAR SHINGLES 1/2'05B.W/HOUSEWRAP BATT INSULATION o ��LL STUDS A 16'pcIR-38 o FLAT CEILINGS 1 OPEN BAYS) I D FLSH AND BATT INSTIL. a�C a e IR-30 A CATHEDRAL CEILINGS w 3 1/2'GATT INSUL IR-13l /C I.3 WOOD STRAPPING o 16'O.C. ~ FN BELOW 2'CLOSED CELL INSULATION IR-10l 1'�1v 4C_ 1/2'BLUEBIRD W/5KIMCOAT PLASTER im BATH 2 _ ------- _ --------- .� I >� 6'HIGH WALL o r R-23 TOTAL ar' t0 �ly I/Z'BLUEBIRD W/SKIMCOAT PLASTER T.O.B� -- __ _ rl __ __ ,___ __ -_-4#PICAL SECOND FLOOR _­j_344L_TfG 0515 T__ y_ ;.7_�___ _ __ _ _ NAILED OVER GLUED AND AI 1 I I I I �• 1 10 AT IC OC TV 0� WOOD STRAPPING^IC O.C. 1/2" I/2'BLUEBIRD W/SKMCOAT PLASTER 1 LIVI G colLIVING b 1-6" col _ __El _fj _ _ ____ ____a L iO B i I F VAULTED w y N a a p v IT-10" i6' 4' I S-10 r ry{ � 3'6' 12V 2ND FL. T.O.Q a MUDROOM o BATH I `Jb. BE ROOM I uu o --------- m ---------- OF 1 a � ! a •I � I I v'� I {Jo. 21SSO 384 ZOO j I I 1 LL I IIHhIIII IIIfITJINI TYPICAL FIRST FLOOR ADH ` 1ST FL.&— < -- - - _ _3/4'TtG OSB SUBFLOOR B Z63gg n GLUED AND NAILED OVER 3'-10" §:�4" 3'-10" 5'- 5'-2" T.O.FIND -- -- -- - 2.10 AT 147 OC R-30 BATT INSULATION scnlE:1/4-1'-0" TYPICAL FOUNDATION WALL o 1/8'DIA ANCHOR BOLTS AT 3V OC -i o' ME HANICALS 1'EMB.6•-12'FROM END OF 24'-0" 10'-6" FLOOR PLAN io n a PLATES W1O 3'X 3'X I/T PLATE WASHER DA2X6 PT SUL TO GRADE IN 7X6 P7 511E W/SILL SEAL NOTE: T.O.S. =O CONC FND WALL.IV COTG ADJUST SPACING OF FLOOR JOISTS AT ALL PLUMBING CONNECTIONS v.® - DOUBLE STUD PKT BETW MULTIPLE WINDOW UNITS ------- - - -- '•'•'"'" ____TI1{11NN gg%TONEE VEE N R UNLESS NOTED OTHERWISE z ____ — SV8NG1:E l=CAREN�________________ E CTI O N A Rt'RG SNEATMNG,I/YO5B PROVIDE THE MINIMUM NUMBER OF FULL HEIGHT STUDS AT EA END OF HEADER FELDA 5PACA'6_&'CgO ud-w rtAn SECOND FLOOR PLAN EQUAL TO NOT LESS THAN HALF OF THE NUMBER OF STUDS REPLACED //�� sor r SPACING-0'CC aOmLv aMev BASEMENT SLAB �„•�� m BOT)? l0 fEA/If 3/fT L EXTERpR AfE II/A'G SHALL BE CA fE.O b fI 9' 4'. SLAB WINDOW HEADER HGT TO BE 6'-6'UNLESS OTHERWISE SPECIFIED R W/6'x 6'al0/10 W.W.F. 506 SO.FT. SECOND FLOOR PLAN - BOTTO/1 P1AlE!0(PPfR!GP PU7f.ON AL[ - DIRECTIONS: ASSESSORS REF: fl` From Hyannis Follow Main Street to the West Map 141 End Rotary, Take third exit onto Scudder Ave. Parcel 113 3 � Turn right onto Smith Street at the stop sign. Continue on to Craigville Beach Road and left onto South Main Street. Continue over the bridge to Osterville, and left onto Coillouet FLOOD ZONE: oa,,� Lane #70 is on the left. X & 0.2% Chance of Flood r "� AE(EL 12), AE(EL 13), & VE(EL 14) .., Based on Map # 25001 CO563J .. .: July 16, 2014 CB/DH Fnd _#'. • �► ; 0 OVERLAY DISTRICT AP Aquifer Protection District LOCATION MAP: Estuarine Overlay o. Scale: 1"=2,000±' cr_ 0 2 �CP oo' CB/DH ZONE: Fnd RF-1 Area (min.) 87,120 SF (RPOD) Frontage (min) 25' Width (min) 125' u n >•` !F� Setbacks: Fron t 30' v rn \8 - Side 15' Rear 15' / 16 �0• roe l S62 `�' l " ' cr oo. co, N_ o Cabana .> -o r c 0 o30 � �§ IBM 0-14.9'NAVD88 p- 49'4130" CO Top ce/oH rive Pool R = 115.15' / o cn T = 53.32' / v O CB/DH L = 99.87' •-15-""` Fnd 0 o/ d °° t°° °t j --' IPA nd ---16— _ a� 4o/�c� h�e Of °°t ° tt° tt ° ° / � 30.5' ZP Fnd �o .can t- CB/DH �O� r6o� cn Fnd ..._.. ° ''.` l QS'7 0 + PROPOSED ` -78 a1 ^y 1500 GALLON { SEP77C TANK F F�Ooo" nO J 0 is "... a` �, �r PR 000 " a ,BOX i AE�E(;) , ", PR �.c�`Sc IPf `/l� � O ? ` �O.PR 0R� , / SDRI _ 21.Ox 18.7 ��( \ F ' a% 1 Brick 1 Drive *VERTICAL BAR FENCING ' l W/ 4» OPENINGS C o r I m}e SHALL BE USED FOR GATES c O } PROPO } - j AND AT LEAST 3 OTHER FENCE o N � CTIONS ALONG THE BANK AS AC l � la l SHOWN TO PROVIDE E / / � OpOSE�r 1 I F ° WILDLIFE COORIDORS PRPOR.ON: .ao / ` N 1 l ✓ Otto � } l 1 / h/ IPnd ^� \ 5'I• ( / I EXISTING } l l 1 \ �CB/DH S S } ...:' cX` / : / '-- DWELLING Fnd .- - I 9 c // / UNDER CONSTRUCTION l e �ti' a > `�• V° ` of Pool / I J ISMS \.. ti � � . st Pa ra 1 IN �Os 1. - / / / hFF CB Fnd ( �.:5a� l • / } o o I / I/ / 50 ,Ill, .• G a � I \ .......r1 °vi1 f / ���,I Lot 16 \ \ OL -- ° l l /�° " . Upland 115,875t SF -°\ � •• / I Wetland 36,860f SF UCTION � SM� / Goa - 4 e 6' ti GX f Q/ / / 0+1 ~'� POOL HAS '61NIIER / CV � �� /J l COUSJI?I�ON -14 1 I, 1980 DEM / Wetland Restriction Area / .2z,4 oo f / / f / / 1 all, Doc. #286,071 / Ch°nce �' 4e(eZ ZO/7e �. — / / / / f / Edg of Saltmorsh as flogged by Brad Hall Q /.. Jul 19, 2019. '0 /^�' _ Cabana AE(EL13) S�11 Pool �,_ FEMA Zon / , �/ J / inse VE(EL14) ,11►, LEGEND: Light Post ° Cedar Tree l / 0 Misc Manhole .III, ,ot j/ E ® Catch Basin E ® Water Gate (round) Holly Tree / t0: � © Gas Gate (round) PQ% Drain 0 Deciduous Tree / Hydrant O Iron Pipe + pit F 44 / Coniferous Tree �, Ss. \ l El CB/DH BLEB O PK nail WL4 �� } nn Utility Hand Hole OHW— Overhead Wires CIV! `" • - } iR ICV - -25- - Elevation Contour 5 g SOMA L E ' J TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan Adam M. Kopple 1) The structures shown were located on the Proposed Improvements Ell ' erie & CapeSury Brenda E. Ha nes ground by conventional survey methods on m p p � y At ivanCongsmuelting,InG 23 West Bay Rd, Suite G 70 Hundreds Rd. (or between) 241JUNE119 and 25/JUNE/19. y • (5n42sn4s•Paew60•n1MainSbvet,OdW11%MA02M Osterville MA 02655 Wellesley HMIs, MA 2) The property line information shown 70 Ca►llouet Lane iliwwwin•com • www.sullWow0n•com (508) 420-3994 / 420-3995fox hereon was compiled from available record Barnstable (ostervine) Mass. 02481 - 1403 information. . 3) This plan is not for recording and is not n� Draft: CTR Field: WHK/CTR/JOD 30 0 15 30 60 120 to be used for construction layout or deed DATE: SCALE: Review: CTR Comp./Review: CTR/JOD description purposes. October 25, 2021 1 = 30 Project: Koppel Project#: 3800023