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HomeMy WebLinkAbout1799 SANTUIT-NEWTOWN ROAD - Health --�7 19 Santuit-Newtown Road Cotuit y -- 4 - - - - 4 ► - - A, _ 023 .01,1,00:1,� yr V Town of Barnstable P# 10, 558 F SHE o Department of Regulatory Services BABN9FABIX Public Health Division Date VW_0 3 ir b39. �� 200 Main Street,Hyannis MA 02601 0 ArFD MAC A Date Scheduled 1 ' 2t-P— 0 3 Time 4'M Fee Pd. [y0 Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: Sa, LOCI. TION&.GENERAL INFORIVI,A.TION ...... ... __ __ Per Location Address ^— -- Owner's Name Address Assessor's Map/Parcel: 023 611_co r Engineer's Name e NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft •Drinking Water Well ft Drainage Way ft Property Line ftr Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) . y F ECEIVED T 15 2003 HEAL DEPTXiesCE"�i Parent material(geologic) �+ Depth to Bedrock U/A Depth to Groundwater: Standing Water in Hole: 0 IQKQ, Weeping from Pit Face 1 l(fYIQ� Estimated Seasonal High Groundwater DETERMINATION FOR.SE S()N�L;H�GI3 WATE2 T'ABI; : Method Used. 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 Weii# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ ...... __ PERCOLATION TEST vate TirDe ��k .. .. Observation Hole# Time at 9" Depth of Perc 6o Time at 6" Start Pre-soak Time @ 0 Time(9"-6") End Pre-soak 5 JYhU11 Rate Min./Inch Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- Q:HEALTH/SEPTIC/PERCFORM Yi 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) c�=a J o S. L . ioYR y L .S S. t.y,6 DEEP OBSERVATION HOIJE LOG Hole# oL . .. _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) O,j 2-J, 0 IJ V 14/ a 95 c �M • S to C� `�a DEEP OBSERV ' ION.......IOI.. LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) DEEP OBS RC�AT10N MOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No_ 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? URW If not,what is the depth of naturally occurring pe ioiW us material? Certification I certify that on t 616t (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 310 CMR 15.017. Signature v Date 3 Q:HEALTWSEPTIC/PERCFORM No. V�'' Fee ®� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication,for Mgozaf bpztern Conztruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. 17 ScjN v� Owner's N e,Address an Tel.No. H yZ,F—O S 3-F S1�e�D�e•� �9�e/ /y- Assessor'sMap/Parcel O 7- 3 011, CO Lo�/y, 7 e3"� C �� c L"e-,-IL '7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 136x ).35o 6-tews'k- Type of Building: feQ V � Dwelling No.of Bedrooms � Lot/Si e sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 5. Design Flow - gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank kri'®o Type of S.A.S. Ste® qoz e " s Description of Soil �� S 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 Envi nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been• s ed by thio o o al Z� Signed Date Application Approved S Date I03 Application Disapproved for the following reasons Permit No. BOO 3 5-09 Date Issued to I 1LD 4 „Fee +k ONWEALTH OF MASSACHUSETTS Enteredincompate`r: PUBLYIC HEALTH DIVISION -TOWN OF ARNSTABLEt MASSACHUSETTS Yes y - ricaitiott.for ig og#'Wp tem. Construction Permit Application for IPernuit to Construct,( )Repair( : )Upgrade( `)Abandon( ) O Complete System 0 Individual Components Location Address or Lot No. is v'T wner's Name,Address an Tel No. O 3� . `0 Ss,� // d h! yz�- .Y, Assessor's Map/Parcel , Q 2k 3 Q/�, ca© Cd v, _ 7 7 �X-ez,( o io e-dt- V A e'v-ly '77 Installer's Name,Address,and Tel.No. De si er's Name,Address and Tel.No. o e 6 Tv l ro k.-JSlo grl���s7`L'm�v s�` e A, / 23510', 6H,ew6,e- i Type,:of Building: t , Dwelling No.of Bedrooms 3 �� Lot- i sq.ft. Garbage Grinder( ) .,.Other Type of Building f -No of Persons Showers( ) Cafeteria( ) Other Fixtures ( \j ;t ( j 5 Design Flow 42fte , 3 2)0 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /_S G'�l� Type of S.A.S. 71 IN 16­40r- � Description of Soil IV/ y',of 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 accordance with the provisions of Title 5 of the.Env' nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed by this 'o of eal Signed d Date ': d Application Approved b r S Date /0 03 Application Disapproved for the following reasons S Permit No.- ZOO 3- 50r7 Date Issued 0 IL 3 -7, 1» U THE COMMONWEALTH OF MASSACHUSETTS �• BARNSTABLE, MASSACHUSETTS a`' certificate of Compliance THIS IS TO CER ,that the On-site Sewage Disposal System Constructed(QC)Repaired ( )Upgraded( ) Abandoned( )by D Yv T MOA7% 04s7T6A,,ST. at f has been constructed ac ordance with the previsions of Title 5 and the for Disposal Suction Permit No. 2 3 5-0 dated 1 ystem Constr Installer_ '< l Designer The issuance of this permit shall not be construed as a guarantee that the sys'e3i will f nciion as des'.gn Date Inspector + ? xo:-.2oo3 —5D� Fee. /40 - THE COMMONWEALTH OF MASSACHUSETTS } PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS fi6po5a l *p.5tem Congtruction Permit Permission is hereby granted to Cons ct(QL)Repair( )Upgrade( )Abandon( ) System located at /7 g � �v '�� A/e vTe c✓�i b� 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 must be co pleted within three years of the date of this permit. Date: I U fif S� d3 Approved by. ��� - t TOWN OF BARNSTABLE LOCATION . i A1r 1r ,' &Jd4 SEWAGE* VILLAGE �� �/ ASSESSOR'S MAP &LOT 93 ^ d<=I INSTALLER'S.NAME&'PHONE NO.-Xk;0P1 �• bldlA � J` - 7<5540 t SEPTIC TANK CAPACITY LEACHING FACILITY: NO. OF BEDROOMS 3 -v)°"I7 Al 3° 0 BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: o� 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) A11A. Feet Edge.of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnii;hed by �✓ �j 'fS�OTL J;r70 21 36.1,, P/ No. W f Fee BOARD OF HEALTH TOWN OF B,ARNSTABLE 0(pprication jf or Yell Construction Permit Application is hereby made for a permit to Construct(pK, Alter( ), or Repair O an individual well at: Location-Address } Assessors Map and Parcel -�— �7— R6wdy Q G eLJ 17 5g S�j.y/tAt7 NCGJ�wrJ RSA GO (A!! C� Owner / Address pCM.ti;S �CgNnse l/ l0,5 0e6.raSS' Rc� Ma3�i,oer Mac aaGY� Installer-Driller Address Type of Building Dwelling Other-Type of Building No. of Persons Type of Well 4 Capacity Purpose of Well I/7'1!�G r,o w O r y Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has een issued by the Board of Health. Signed Date Application Approved By to Application Disapproved for the following reasons: Date Permit No. ���S� Issued Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by DeNnjiS -Scaev.vel/ Installer at /Z29 T iyeaI /144t has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector J r VNo. "'' -_ R Fee 6511 BOARD OF HEALTH ` => TOWN. 0F '.BARNSTABL°E � u rtcat on f or Yell Zortgtructiort Permit t Application'is hereby made for a permit to Construct Alter( ), or Repair( .) an individual well at: -L, ((J� Location-Address q,1GwG�y � � . Assessors Map and Parcel U GA �tJ l7 � C COU//0 ,-Z4,17N Owner /// n Address 1J�N V(S JCG4/V rut, !l JC�� r/C GIG IR Installer-Driller [/, Addres ses - ++.:}z{s.. _- : y..7 x'r':• ->,, -ram '1=rF,F. ` -:� i9"ICf(-C''!a j-�' ._ !'�'-i°-1 i - F . Type of Building Dwelling Other-Type of Building No. of Persons Type of Well y Capacity Purpose of Well 11'1' Agreement: The`undersignedagrees to install the afore described individual well�in.accordarice with the provisions of the , Town of Barnstable Board'of Health Private Well Protection Regulation-The undersignedY furthei agrees not to place the _ well in operation until a Certificate of Compliance has been issued by the Board of Health. # i Signed Date' l Application Approved By'. r % =:� Date ° • Application Disapproved-fo`ir the following reasons: ' .. .-�. .. -.�-�.. ,..�..:. ,..�• -. �'t-` ,`-r'"�.. y�.r-� .._ '�" �- --'z^-. _ -=. ?�`=" . P,. t.�'r ....�. ,-_���"�'-``Date'. .-. -,.:h*�m ui'•-;.�! 4 f wr Permit No. �' I ' Issued � `� / Date i +,..-+++-+..+.eo+o oe ee-+ate+oe r.ee+ oom eQeooe a+.eme..000eeoveeeeveo<ee«eeoeoe oee<oo-e+m +++..++oe-+e+++- BOARD OF HEALTH _ i, .T� �.tn.{•A' S1+ 'r.. f' - T O�W N O F °B:A,.RwNw.S"�A B L E Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(k; Altered,( ),'" or Repaired( ) by IS ` ,JCUiVwP�� I Installer at fi:tT C'oui / a : has been installed in accordance with'the provisions of the Town of % Barnstable Board of Health Priv ate w Well Protection ^ Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICAT..E SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector —�—ter-- .+4as.R p��w.�w��a�e.�_�.rs -wT�T—.sT9'�w+.V..n. .'►'�l.:T,p ti.i�_i H!Ro s+b. �Y;f�i:�.�ai�ir. _ _ �—�s�. _ ,� ....��o. - - .. ,. ~ BOARD OF HEALTH TOWN OF BARNSTABLE r Vell Construction Permit i` No. v'" � ��(1 Fee Permission is hereby granted to JCGwN, Installer to Construct(1,f, lter( );: or Repair O an individual well at: , • No. ui juP �T' Street as shown on the application for a Well Construction Permit No. �'V l 00A Dated 4 Date Approved By 611:ttVq;. ✓'. l6' /t /'.: x NOTES ` 1.DATUM IS 8A1m86 2.THIS RAN 6 FOR PROPOSED WORK ONLY AND NOT TO \/1 ABUT FOR LOT IDLE STUDIO OR ANY OTHERPLIRPOSL $ �n Ryle 15 Sy 1 OONMAC70R SHALL BE RESPONSIBLE FUR CAVING \ �. DIOSAFE(1-BBB-3N-n�j�A/0 YEPoEFAM T16 V LOCATION OF ALLME CEMENT OF 0 s oYERNFM UTILITIES POOR ro caDtE�mdT a worm. {. INTDOING SEPTIC LOCATION PER TIE-CARD ON FILE ( 1 "IN town. f0o POOL LOC.15 O 1 \ l FENC O`IF' O IE LOCUS MAP J \ 53- 1 i O .SCALE 1".2000'3 1 o , 54—^ , � 5a 7 � ASSESSORS MAP 23 PARCEL 011 ^�g6 1 �� LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD)AS 1 / SHOWN ON COMMUNITY PANEL/25001CO583J ."a DATED` DATED 7/16/2014 .. p // LOT 2�l '1 ZONM SUMMARY 1 0.600t S.F. 60\ ' W 1 y 1 I ZONING DISTRICT., RF DISTRICT 64. C\ 11 MIN.LOT SIZE 87,120 S.F. o (SEE BYLAW-GRANDFATHERED LOT) \ ✓� HED d 1 n 1 1 MIN.LOT FRONTAGE 150' MIN.FRONT SETBACK 30' _ MIN.SIDE SETBACK 15' \ 1 M G NAIL VDBS SET 1 O 1 MAX. BUILDICHM : MIN.REAR NG ACK is, � HEIGHT 30'TOP PLATE \ 1 O 69.9'NA ( 1 ''. PATIO _ 1 Sg 1L SITE IS LOCATED WITHIN THE RESOURCE \ 1 APPROX.SEPTIQ 1 G PROTECTION OVERLAY DISTRICT(2 AC.) 1 SITE IS LOCATED WITHIN THE _ _ EX115FING 1 1 ` / �• O 1 GROUNDWATER PROTECTION OVERLAY \ q g 1 DISTRICT(ZONE 2) (3 BR ACRE x DWELLING SITE IN SALTWATER ESTUARIES ZONE � \ 1 Q (1� 3 BEDROOMS SEPTIC PER ASBUILT CARD ppI N VE'DDRIVEWAYv i7" '' ` 1 OWNERS. 11 �1 1 AGNEW,R/WDALL C DONNA M POD s (T�''�_%✓ 1 1 1799 SANIUIT-NEWTOWN RD \ p D 0J- �`(1�! REMOVE CONTAINER l \ \ Tie 1 0 1 cD NNER ' 62 �_ SITE PLAN [g1 EX P i < I OF G m AY/ 1 "' 1 1799 SANTUIT-NEWTOWN RD N :•••• .;mow;:::::•: 1 COTUIT, MA i POSED a ' FOR e4. :': ` ::•• 9b 1 PREPARED t; CAPEWIDE/AGNEW MDF p Nos DATE: 7-9-2021 ( v v 4N IEL 1 v y3r DWIELA�- •' O.LV.h i OJALA p Imo"�/Af]aff B08-362 454, CmL9o^E84�0+ o�4N.46= downe<petOlrl O �4•YCe6M ��OIBT �`�VW d ws ape oftyimenb4f, �C a 0 u e4° - CIvil engineers Scale: '=20' �-OI,Z� land surveyors 939 AYOln SMaet(Rte 6A) DCIs #20-044 a ID 70 30 40 50 FEET DATE DANIEL A. OJAA.P.E.•P.IS. YARAIOU7HP0RT MA 02675 20-D44 AGNEW.DWG i y 18'X10' ..� 14'_0°. ' - 42'-0° I. DECK V-6° 12'-10' '-S' 5-21/2' 5-21/2' 2'-6 6'-P 12'-IP p_2° 2'_B° 8'r .. r c • 4 BOXPD WINDOW __.___J i O 6 L 066 GLASS SLIDERPro O n O D. _jl qy s .. { { 1 - m KITCHEN ` BREAKFASTrc 0 - NA I {I 9B fC o r ! W. 1. CLOSET. ' o r N. 1 1 FAeove I{ PANTRY (BLAND VeI�iUX EJ CLOSET O TWO CAR GARAGE 3 r ' Nose sr eL 41 I eNTRY DO R I I ---- ---------------------:, Y-6°C.0. ON, _Y-0'C.0. H Ile I u I I�9t y MASTER BEDROOM, ; PROVIDE FIRECOM GWB _ a { ON WALL AND CEILING DINING ROOM PAI 2666 -� LIVING ROOMFOYFIR DOOR 8070 0.N.DOOR 14'-6° ly b UP lid iT I{SIIe mgw � II c g - 16'-IO° 16'-10' - - J PORCH WIDTH i DIMENSION TO CENTER OF OBJECT DIMENSION 1 Y.ly DIMENSION TO FACE OF STUD WALL DIMENSION FIRST FLOOR PLAN NOT TO SCAL 1/4" = T-U—' - Single Family Residence Date: Sheet Number: 15 December 2003 Prepared For !. Scale: A1.1 1179 Santuit - Newtown Road 1/4"-1'-D" f' Cotuit, Massachusetts Drown By: J. Morgan 4Y-0" H'-0° 14.4° --- ------- -- —- —___---=--_—-- -- - - - --- -- r z I r T i 1 Y'� - —I BA T H 2 .__.-t_. M 3 0 H r +-- � FAMILY ROOtd -s—--_�c.'_-:._..-....------�_-'—_ -------�_.�-._:.—.� '�-.-.__--�' w��l i ~Q � I lam. 8'•10^ T•B° .. 'S'•10° �.LL�I to i- -----�---_'_--------�-�-------...---.._-.-.__�...------' ------------ - ..µ ________—__.-___-_-•_.--__..-.r_._________.—_ ___-___ ..._-_._._-..__-_._.___._._-__._-__._-_._.____.___.__ .._--._._-_. OPEN TO ._ _...__. _. __ --_. ___. _._ BELOW - -= - =:__- BEDROOM 1 BEDROOM 2 O DIMENSION TO CENTER OF OBJECT DIMENSION - - - II _ -'--x' DIMENSION TO FACE OF STUD WALL DIMENSION SECOND n FLOOR PLAN 1/4" = 1'-0" N OT TO SCALE, Single Family Residence Date: Sheet Number: 15 December 2003 Prepared For + Scale: 1179 Santuit - Newtown Road 1/4rr_1,_0., A ■2 Cotuit, Massachusetts Drawn By: J. Morgan CULTURED STONE VENEER Z ASPHALT SHINGLES ._--_ ONT. - RIDGE VENT P. €_ _- - --- I�I = -- � ------------- ......... Alf I x S FASCIA SOFFIT W/ ___ _ __ _ _ _______---------- x I _..______......__._.__._...____.______....._._....___......_...._..__.___.____._..___.....__._. .__ _ _ CONT.SCREENED VENT _____....__ _ .__.___._._.___..._.___..__.___..____._..._._.__..___._....__.____._. .. .. .... - .. __ _-- 1 x S FRIEZE BOARD _ -__ __ { d- ___ s.--s... __ li! ;ii' ___ •..�.... -_ .. ____ -_____________ 6 [ __ _____ ❑❑❑ -_ ❑❑❑❑❑ _--� - : _® - __ it _-� ® _-® � ____ ® ® _ 1 x 6 CORNER BOARD - - - -- - r I - - - - 1. BLUESTONE STEP9 AND PORCH JOSS 6TEEL ENTRY DOOR 8-FIBERGLASS COLUMNS R.C.CLAPBOARD SIDING 1 x S WATER TABLE SELECTION T.B.D. OVER 4 x 4 P.T.POSTS 4"TO WEATHER AT ON 1W DIA.CONC.BASE ITTPJ FRONT ELEVATION NOTE:PROVIDE GUTTERS AND DOWNSPOUTS AS REQUIRED n FRONT ELEV�►TION - 1/4" = 1'-011 _ CULTURED STONE VENEER 4 li r T." -7 J_ i WHITE.CEDAR SHINGLES • ,- ''r: ,. . 12 �,/ 1T T`� L µ1 6'TO WEATHER - � ti1•� � �-�' . '� � Iy� Lrr�T rL'r� :4-` � - r � 'l i ,( L 4 L 1 12 _ ` 4 l y,+ -,'Y'T L Li L I _�-ry :s. - • u� TO a' T 1__' .Ir, r I: r L I f� -I• _- r -1 - - ' J - T. 1 ❑ Z J .� 4..i _ 1. '-T+- f•-- I N O `S° TO S C A L Single Family Residence Date: sneer Number: 15 December 2003 LEFT Prepared For n SIDE ELEVATION Scale: 1179 Santuit - Newtown Road 1�4,.-1 -° Ajal 1/4- = 1'-0° Cotuit, Massachusetts Drawn By: J. Morgan ....- ....... —= 'ASPHALT SHINGLES _cc:- .-.==r-.=--- --- ASPHALT SHINGLES rr ..____.._.—._..—.___..—.__..____._____.—_-..._ ,,.1r.-_.. t� .,-;i„_,�, 7-hL. �..��J.. _.._ • I _.rr Q I ;' ,1 r�'r-, rJ-.rr �r-I�LL _ _ __ _-_ ___ ____ _ _ ___ — ., - h� -- _. ;_L,:_: .....•ya. 1.1.__.I :T: .L • .r.'�1_L.rJ_.L,r.-.Jrl_t_': � f'�.Y_IT.. -' --_— _ _ — _ --_ .._- . _._. _.._-_......_...__ ._...__ L-a-'Ii ..r. ter, f __ .T.�,. >. r LrT -�' 5^„ __..____. 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L:-....,1`} T__ _ ..- , ,-•_. __'._ ...T :.:-.Tr .----•, -;-_- —i=..'-.iT _4- r Y 1-���'� ,� L(r'�I �4 •-rT_I _ LL •..`Y_i �Lr 17.E r YI. L_ _--, - .-+�' _ r�->l - LT,�-� 'r' "�' `J--`T' 1'T'T,�_:T.l• J:T YL' .��h.'Y _Ll���i__ Tt... -]' r 4 r-'-i 1 •T� r-=.,T1 �, •�L T `: T •L _LJr-J+}:- �i,.:T41 4. -.IA L- _1a •.4a�:-,1 L.T.T.! �4_1Tc:,7�..�_YZ.�.t�. L_Y-, �� t.iL.+ 4_.L.f� -LJ- _-.ti I +' _Y•• T- 1"'-'_ I n -r-T.: _i.� _"f 1} S r.L{.i1,1__}..Jr'. LY ..?-I•:-'i -LI _ �,��I�;- .:�.�r?�=;rJ �.J '-4•'- WHITE CEDAR SHINGLES 4 y �.... .iJi Y-. --I-• •T^ _ i rlrf Zr �J•,-' ;-1-r �r-'.y i_ iT''I`y +,*-r.. i .. ham,• i�-' '_,� ' •_ r� T � 1�} S°TO WEATHER •-. ,T rrt.:._.L �T y:r 4 ]�-.'_ .8.. .0 I - '�'�L..� T �1�•-�-I -�' .,`u`J..T�_'a`=t -,--T 1-r-'_ r--I _i-� i"I�il��._: �, r'' _?^ - ' I_.: J J_.i. -? I I T'y _i'�.�•�Jr- •�'- `�. TI-Yam;-:,i .4i; - .�11-i� •` I_`'_ Y. ' _�_-TLL. "L L.=.]• _ �i � --'3-" -1_L:_, .,+--- L�7�-7. ,.lt_1 TLT.�.7.' -7��Y�T �ir-.. 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Liles ,1._ �.7-,.1_t L - - __ =-1 J 4_�1��ry�.r Ly' ,T`,+. -,' -r r,�`,i 'L.�-'•_: — _ Ii.l�' -t,-}; -,'r�' T L r Y"1 rT *iY •`r,T : - ...� y L.1 �- 1 .`I.. .:ter_.11.�Y .r -, -J :-r L i J.-rl h Lr: ,J_ y♦ - . . r: ''.�`L i t� 1 I,. ,LT t 1-•L J ;ti_i-r- L 'I[L:'• T .... �`;'r'-r r•T-• __�_ :Y -T�-+• •-4 r.-.,J r Y"' 'y. r 1`T• t r'- ,`L_`, 1 T7..T_.�T.ir -+ I IL n -REAR ELEVATION ; 1/4" = 1'-OI, WHITE CEDAR SHINGLES I j - S°TO WEATHER L rl f •1 r t r ' 1 12 • r L�L1i.�- 4 fL`' r r ?L,.L,} r L _ 12 Sri , Y i .. .. _ r , r T ' i E J '`, a e I SJ f,_- 1 r"i ,�7_ ,J 11-• - �. L12 r r` Ja-,J rT T r lT r L _7 T l „d'- , _..l ^-r 1 t-1 Mom,J rt,. Ills a L y A l i tt r p LL 1 ; .: .. r T r _ r 7 r I; I' .ill 0 8 T O S Y,..° A L . Single Family Residence Date: Sheet Number: 15 December 2003 RIGHT Prepared For n SIDE ELEVATION Scale: 1179 Santuit - Newtown Road 1/a"=1•-o" A 2-2 1/4" = 1'-0" Cotuit, Massachusetts Drown By: J. Morgan CONT.RIDGE VENT 2 x 12 RIDGE - y TYPICAL ROOF'CONSTRUCTION: - 12 ASPHALT ROOF SHINGLES 16 Ib.FELT PAPER 8 6/8"PLYWOOD SHEATHING 2 x 12 RIDGE CONT.RIDGE VENT , 2 x 10 RAFTERS 0 16"0.C. ATTIC PROVIDE HURRICANE , - 12 TYPICAL ROOF CONSTRUCTION: - R-10 INSULATION CLIPS ON ALL RAPTERb.; "` - �g 16 1b.FELT PAPER 2 x 8 CEILING JOISTS 0 16"0.C. - • VENTING SKYLIGHT AS HPLLLT ROOF S BATHING SHINGLES _ _ 2"CONT.SOFFIT VENT - v'.�'P •�f'1. 'YN;'�.Ivy,;."W. 2 x 10 RAFTERS 0 16°0.C. 1 x 3 8TRAPPIN - PROVIDE'PROPERVENT°OR EQUAL - 1/2"GYP.BD. TYPICAL WALL CONSTRUCTION: - INSULATION BAFFLE AT ALL ' 2 x 4 INTERIOR WALLS IU.N.OJ - RED CEDAR CLAPBD5 0 4-T.W.{FRONT ONLY{ - SLOPED INSULATED CEILINGS ITYP.I 2 x 6'S 0 IV 0.G R-bO INSUL _ PROVIDE HURRICANE W/1/2"GYP.SO.{TYPJ WHITE CEDAR SHINGLES 0 Y T.W. TYVEK OR BLDG.PAPER - - -- ALL R CLIPS ON AFTERS a FAMILY ROOM 1/2"COX PLYWOOD SHEATHING d i m o 2 1 4 EXTERIOR STUDS• 0.C. r R-1b FIBERGLASS INSULATION . r \ 5!4"r6G PLYWOOD g MASTER BEDROOM s°aoFPlr veHr \ GLUED AND NAILED - 12 2 x 8 RAFTERS 2 x 10 FLOOR JOISTS 0 1N 0.C. ___________________________________ - PROVIDE HURRICANE Y - TREDYPICAL WALL CONSTRUCTION. T. - CLIPS ON ALL RAFTERS - 3 WHITE CEDAR R SWINGS 0 4°T.W.IPRONT ONLY) 2.4 CEDAR R STUDS •8•T.C _ 2"SOFFIT VENT b/4°T60 PLYWOOD 1 x 4 EXTERIOR STUDS•18°0.G' 1/2"O.S.O B.SHEATHING / TWEK OR BLDG.PAPER 121 2 0 HEAOER, GLUED AND NAILED R-A FIBERGLASS INSULATION x 1 N KITCHEN �� R W/1/2.SPACER • .. _ 'o •.2 x 10 PLOOR JOI8T9•16°0.C. - * P.T.4x4POST m c - WRAPPED IN,P.G.COLUMNS - - R-10 INSULATION P.T.2 x 6 SILL PLATE x ' - - - �+ 644"T60 PLYWOOD \ BLUES TONE 15)2 12 GIRT STAIRS AND PORCH °� W/SEALER .. GLUED AND NAILED \ ON CONCRETE SLAB $ + \ - W POURED FOUNDATION ' 3 WALL ON 20 0 x x 12°CONTINUOUS .,:,tn+•2^,1 x 10 FLOOR JOISTS 0 16°0.C. . :irnF -y;,;",,Z: : KEYED CONC.FOOTINGS - _ 4°THICK CONC.SLAB S r R-10 INSULATION 131 2 x 12 GIRT - .. .. ... • .. _ P.T.1 x 6 SILL PLATE .:.. : .. .... .. i W/SEALER - - r _ p < _________ 2" A THICK CONC.SLAB 10"POURED CONC.FOUNDATION WALL ON 20°x 12"CONTINUOUS .. - ..... .. ........ _. .. .. .. .'' KEYED CONC.POO NC TINGE n ' SECTION - va" = T-a' ba-a _ - - CONT.RIDGE VENT 2 x 12 RIDGE - - n SECTION x - 1/4" = 1'-O" 0 TYPICAL ROOF CONSTRUCTION: ASPHALT ROOF SHINGLES ` 15 Ib.FELT PAPER - " , 6/8"PLYWOOD SHEATHING 2 x 10 RAFTERS 0 16"0.C. 2 x 6 HANGERS PROVIDE HURRICANE . 1 € { _.! 7 CLIPS ON ALL RAFTERS E ---0- r 1410" - 6,0x 2"SOFFIT VENT W I N D O W S C H E D U 'L E 2 CAR GARAGE KEY OTY. DESCRIPTION ROUGH OPENING MANUFACTURER/MODEL - P.T.2 x 6 SILL PLATE _ 0 THICK CONC.SLAB A 6 DOUBLE HUNG 2410 V8"x 4'-6 I/4° ANDERSEN TW2842 (3500 PSI) " B 6 DOUBLE HUNG 2110 1/8"x Y16 1/* ANDERSEN TW2852 C 1 GLIDING WINDOW BLO"x Y-6" ANDERSEN G456 . D 4 DOUBLE HUNG 2'-6 1/8°x 5L6 1/4" ANDERSEN TW2462 b 8"POURED CONC.FOUNDATION 1 o WALL ON 116 x 8"CONTINUOUS `a g� q g E 0 DOUBLE HUNG 2110 VB°x 4'-0 1/4° ANDERSEN TW2846 v ,. - KEYED CONC.FOOTINGS N 0 d T 0 S C A aL w " Single Family Residence Date: Sheet Number: 15 December 2003 n SWMON Prepared For T-0" Scale: 1179 Santuit - Newtown Road 1/4 A3.1 Cotuit, Massachusetts Drown By: J. Morgan _ BID- B° , S iE— 24100 - 4'-0° 6141 - 32'-8° - 312°M.O. 2160 i �. I I .3 I 1012' 2116" 12'-0. 6'-0• - 1 I Lz -- — — -- -- --- -- — J L — — -- — — — -- ----I v� I WIir-----------------------------� ----J L---------- I < I I f—e—.------,----------------- -1 L-------------- --- =-- L _ -- 77777 gam--- -- - I _ : _ • BASCMENT I - ' COMPACTED FILL - -8°- 616° 1'-1° BIB. I 'I I t1 ;1AM r ------ -------- ------- ------- — ------- IL L__ ____ _________ __________________ _____POCKET ,. BEAM POCKET I I I ( 3:2x12 GIRT 3 1/2°DIA.CONC.PILLED L 301'WIDE x 15°DEEP CONTINUOUS I I I STEEL LALLY COLUMNS CONCRETE FOOTING I ! 8°POURED CONC.FOUNDATION I I WALL ON 16°x 8°CONTINUOUS KEYED CONC.FOOTINGS I (GARAGE FOUNDATION ONLY) '( I I ' I POURED CONCReTe FOUNDATION WALL- 4°CONCRETE SLAB v ---_J I 10'THICK ON 20°x 12'DEEP CONTINUOUS KEYED ON COMPACTED GRAVEL - , IL_________________________ I I I I coeceere Poonllss ITYP.eanae PeRlMereRl El a II ------ -- — — u I LI ------------- I L------------- ————— —————— -- ——— ---------- ' - ' lol lol 81 PORCH FOUNDATION WALL 21P - B'-6° 10° 816° 211° q 16'-10° B-4° 16110° 44'0' 1810° - - FOUNDATION NOTES: - - DIMENSION , DIMENSION TO CENTER OF OBJECT 1.PROVIDe B MIL POLY VAPOR BARRIER UNDER SLAB 1 OVERLAP SHEETS 6'MINIMUM.: 2.PROVIDE 1/2"ANCHOR BOLTS•48°0..C. DIMENSION DIMENSION TO PACE OF FOUNDATION WALL 3.PROVIDE WATERPROOFING AT EXTERIOR FOUNDATION WALL - - N0T T 0 CAL Single Family'Residence Date: sheet Number: 15 December 2003 Prepared For ' n FOUMMON PLAN Scale: S � 1179 Santuit - Newtown Road 1/4°=1'-0" Cotuit, Massachusetts Drawn By: J. Morgan ' J P.T.2 x 8 DECK PRAMING•160 0.C. - 2-P.T.2 x 10 BEAM s. 17-1 I it I I I ' -= i i I I - 2x10 P 00R J0I59 6°0 C. ro h- i In.. i i. • BI 2 X 11 GIR i zyy O � O • j i i I O l C, `a �(• N ..-.__.-..�_._._...-_.......----------.._._..-....... ALL DECK FRAMING TO Be PRESSURE T 2x STUD WALL REATED. - - ALL NAILS TO BE SIDING GALVANIZED Sp ee 11,, . - D�CKHBEAME 6TD�N0 UPOW OUT OVER SIOING P.T.4x4 O 4'D.C.- TO BUIT 2xLDING EFRAMING Ix FIRST FLOOR DECKING T.D.D. ....DOLTS.11ODOC. Y".S , FRAMING PLAN n `t Ir,,�, P.T.1xB�16"O.G.� P.T.2x8�16"O.C. 1/4" = 1'-0" PLINTH BLOCK SPACER PROVIDE ADDITIONAL BLOCKING AT RIM JOIST 2:P.T.2x10.BEAM , OALV.STGEL JOIST HANDERS MIN.AIR SPACE BEHIND ALUM.PLINTH DLOCK LEDGER BOARD ' - 10°•CONC.PIER GENERAL FRAMING NOTES: • 1.DOUBLE ALL JOISTS UNDER PARTITIONS PARALELL W/FRAMING / L \ DECK DETAIL _ 2.PROVIDE CROSSBRIDGING AT MIDSPAN OF ALL JOISTS 3/4" = Y-0" B.USE P.T.FRAMING AT ALL EXTERIOR CONDITIONS N 0 T T 0 C EO L Single Family Residence Dote' Sheet Number: 15 December 2003 Prepared For Scale: S 2 .1 1179 Santuit - Newtown Road 1/4"=1'-0" Cotuit, Massachusetts Drown By: J. Morgan a s Smmaw- e—°3 �` to 2 x 10POOR 0145• NO - Eff y , - �d E yu SECOND FLOOR n FRAMING PLAN 1/4" = T—a N OT TO SCALE II t . Single Family Residence Date: Sheet Number: 1 15 December 200 Prepared For - f Scale: 1179 Santuit Newtown Road 1/4":=V-0.: S3 Cotuit, Massachusetts Drawn By: J. Morgan 2 x 10 RAFTERS 0 16"0.C. 2 x 10 RAFTERS 0 16'0.C. 2 x 10 RAFTERS 0/W 0.C. - Wr Mr.ME ra: so ME 1mr, M M N SM me MM s r f fI • _ an z uj e 1 x 12 RIDGE 4 x 14 DGE r ' ter , -fi 2x 2RI GE- SMi`"..fr a..'';uif ,ti_.. MKI=0 M g iF HIP RAFTER _ NOTE:PROVIDE HURRICANE CLIPS AT ALL RAFTERS 4x 6 RAFTERS 016'0.C. 'r COVERED PORCH. ROOF FRAMING PLAN 1/4" = 1'-0" N 0 T TO S CAL Single Family Residence Dote: sneer Number: 15 December 200 Prepared For • Scale: S4 , 1179 Santuit - Newtown Road 1/4"=1'-0" Cotuit, Massachusetts Drown By: J. Morgan z� PfZOff(LF: NOT ro sGALE TEST I 2"LAYER OF'>/r,"Prn5TOW- r�Rsr PIPE Lf-: _ OVER�/a I VZ"Povrx.e DATE: "0*/v sue/ [Z G7 5 rjm covERS rO WITHIN TO CC seT LF-VU �r�Ov�nr1ON b" cr rINIg-u- 6R� rOR MIN. z' wn5t1ED5TONG TEST f3 : /f-/, O'�Du�. %•/ cs� rIN191 hR/'OE wrNE56. S, 14,),Y 7' : .� .� ``j w� �` v li'Z PERG RnTE: -< ,�,�/,✓,//i>/c� FIV M �n 1 0 ' d A" z 'A" pV TCP n EL 58.7 0 nl 1n ° Low u 5 � rr 66M ap _,�•r�^- N G' , , _ � IZ• /o ,L'��5/ i '�/� .5 G . Z,95[PARArION Qiu .s, L Zs S •�� 5EPi"IG TMtC ..• � 10 l' l'll i i" 5TO - DMe//0/'C- C D M E�/�' -Y �! 2viav S � ./�1,47,91049 G P6rzc cZ �, DE51 CAN DATA S� \ PA►LY FLOW: 3}BEDROOMS x 10&PD = \ / .33o C7Pl? -SEPTET TANK: 33 o C7PD x2oa%=Gt;o &PD b43E:/S0o0ALLON PRECAST SEPTC TANK j LEA6111NCvFA6ILIi"Y: , LJSE. �3J 5 .9,S <Z ^- 5`ov(:�- G�� AG TY G f)e Ge]e=GL 5 i D Z 2 ^✓ AP i : 5IPEWA-L:. 93 'X Z x o, 7Y = 137� 6, li aOTTOM: 13 x33. &EN"RAL_ NOT 1-5 TOTAL: 5 --- (DZ l GON7FAGTOR TO 1 F RE5PON515LE FOR THE LOGA-FONOF ALL EIT LIT ES, ApOVE AND UNDERGROUND,PROF, TO ANY LXGAVATON OF,GONSTRUGTON. SEPTC SYSTEM TO f5E N57ALLEP N GOYPLAN(E WrFh W(VF, GDO:TITLE V 3. T1 S PLAN 5 NOT TO I3E U5= FOR PROPERTY LNE DE ERMNATON A. A'_L Df'TUfZfED AREAS TO PEE LOAMED 1' 1 5. CIONTRAGTOR TO PROVPE 2A HOUR Nt'?TL'L f�OR AN\( fZEqUF:LD fJo5rF--c r oN5 , _ • q,� /0� i 1 � .r• r ... _ ' ICI CPOs,� o SIT �EVVAaE t LAN ol / ✓' L06ATION: .179�l ��/T✓/T-�/�".�✓/vu/rti/. .� CoTulT" PREPARED FOR: GALE: Pr'AM l,Y: sTrvEnc W. �� rf_ E. J013 NLMf5E vcT '7 R: DATE: 5741EET: 3 loo s I (, ✓U SIJRV���' 'I � �lr"�Al �,�����•` VV ELL�—=R VC A� ✓O0 I TF� J�M5 FALMOUTM RP SUITE hG CENTERVIL.LE, MA 01,1o32 TEL.: (505) 775-67735 ti FAX: (505) T75-075A4 I� PROI'ESSIONAL ENGINEERS & LAND SURVEYORS _�� i TOWN OF B.ARNSTABLE LWAT'!ON L5'�ii.tdTo/fT .. .Vi' TdC SEWAGE #.2,03 VILLAGE e lI Z17— ASSESSOR'S MAP &-LOT INISTALLER'S.NAME&PHONE NO. l !'Af S. A4� A SEPTIC TANK CAPACITY I� LEACHING FACILITY: (type) 0? � l ``�//(size) Z,? NO. OF BEDROOMS 4°"�y. BUILDER OR OWNER X0 /1 PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility V Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200.feet of leaching facility) IV Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) A/rFeet Furnished by 1 1 1 t�Y _ t 9 fP 6.- 36 .3 3 1