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HomeMy WebLinkAbout0290 BRIDGE STREET - Health 2110'Bridge Str"-U' '4 093-021- (�b �h_ Osterville TOWN OF BARNSTABLE LOCATION JRd a7-uz-j_&,6G J7_ SEWAGE# c�'06SP-d am VILLAGE C i • ASSESSOR'S MAP&PARCEL -C41oo INSTALLER'S NAME&PHONE NO. C_.eW� -` 56T 77/-1. SEPTIC TANK CAPACITY ,� ,¢(_ A e4y',0 LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 4fb_b&3 OWNER DZI-X&V, PERMIT DATE: Zf -1 Sr i g'— COMPLIANCE DATE: I ' 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 Y e2S� b GV' .�3 No. �O S — 610 (�V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for -Mispo8ar *pstem ConstCULtion Permit Application for a Permit to Construct(f< Repair( ) Upgrade( ) Abandon( ) ❑Complete System 21ndividual Components Location Address or Lot No.cn3 et qp� Owner's Name,Address,and Tel.No. p Assessor's Map/Parcelm 6w,003vs Q"" hn jfa r,MCtM c.b goyC ) Installer's Name,Address,and Tel.Vo. 6t*-07`7I —9399 Designer's Name,Address,and Tel.No. (�DiArcl abtt.Cone &-n r c- IS, O o Type of Building. Dwelling No.of Bedrooms �' ! Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Al A gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ar)n rwe k 4zi-, S ! 6&k IJ �_n pJ�� Qr�/f t�7C►n � i 8�—i nC 4�^c�a,a 2�1�c--��5'�W�—�� Jfll� �y�� 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 Environments e d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed Date /��� Application Approved by Date —C Application Disapproved by Date for the following reasons Permit No. a 01 5 b Date Issued L 5 PoIs - 610, No. Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppliration for Bisposal.6pstem Construction permit Application for a Permit to Construct(-� Repair( ) Upgrade( ) Abandon( ) ❑Complete System �Individual Components Location Address or Lot No.OM Owner's Name,Address,and Tel.No. ® {,n Na/mart P.v t99y Assessor's Map/Parcel �3-6W6'b5 f1k i I(S , MA 6' Installer's Name,Address,and Tel.No. t�ZA-n-7/ -93%) Designer's Name,Address,and Tel.No. �jO C A-c i cat-,Co riS-V-fVC{i al-),:Inc . Type of Building: " Dwelling No.of Bedrooms ,Lot Size -- sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures A / Design Flow(min.required) /v gpd Design flow provided r'gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S: Description of Soil r Nature of Repairs or �1-- A�ltterations(A/ 0— nswer when applicable) Qn ne-e-� ,��- �/ J u S�� p 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 Environme/ntalk de d not to placU the system in operation until a Certificate of Compliance has been issued by this Board of Healt ! _ Signed Date Application Approved by Date Application Disapproved by Date for the following reasons ' Permit No. a 5 �µ'" Date Issued — 7 f --------------------------------------------- `--------------------- ------------------------------------------------------------------ i THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifirate of Complianre THIS IS TO C. TIFY,that t/hee On-si/te�Sewage/(Disposal syste Constructed(� Repaired( ) Upgraded( ) Abandoned( )by CisC.C.t \ V YI✓�1 1.i..t" t y�C - at o�?U (1 has been constructed in accordance ' with the provisions 4+itle 55 and the for Di posaI System Construction Permit No. dated Installer � �{f L Ix UY� , L Designer 02 #bedrooms L 4 U'VF_:14 c/. SyS�,-� Appro d design flow � gpd The issuance of this permit shall not be construed as a guarantee that the syste will nctio L design7e'. Date 7 f (� Inspector' U� w i� Or - -------------- -------------- -------------------------------------------------------------------------------------------- No. 02 6( 5 — 611(� Fee . U. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS ispo al *pstrm Construction J)erlttit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/tier 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 Approved by v 4 TO`AIN OF BARNSTABLE LOCATION ; e' SEWAGE# - VILLAGE '1c ' ii L i-L� ASSESSOR'S MAP&/PARCEL UQa INSTALLER'S NAME&PHONE NO. �5C'I-'�C e51i i SEPTIC TANK CAPACITY �K(' �+ '`� ,'Z° ��`" _ LEACHING FACILITY: (type)`` Jj (size). i NO.OF BEDROOMS 'S J 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) 1 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) i`i�=� Feet FURNISHED BYL�� , jcd Pd6j vJ{ iam / 3 \4k I �rnf � 11`• 3 I i t '1 TOWN OF BARNSTABLE LOCATION e4jO XI_J_66G -S�— SEWAGE# :401( - - -- N_ VILiAGE�1✓-U_L/9 L_ . ASSESSOR'S MAP&PARCEL M2 n,�4C43 INSTALLER'S NAME&PHONE No. S6g�"T?(-' ems SEPTIC TANK CAPACITY c�E'C�j�c _. C0A,,9' KXL�3W4a lle LEACHING FACILITY. (type)-tee (size) NO.OF BEDROOMS ���I� 7 OWNER CICd77IZ 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 tiLGi�6�2 �I/ r�y�r A' i ►G GGf ase `s�Z� ®i� 1� s 1!�t- 3 G No. `zo �' T[ l L. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pplitatlon for bisposal 6pstem Construction Permit Application for a Permit to Construct(-Y"'Repair( ) Upgrade( ) Abandon( ) ['Complete System ❑Individual Components Location Address or Lot No. 110 CSci&�K%• Owner's Name,Address,and Tel.No. O:A c.r Assessor's Map/Parcel QZ s1d^ Installer's Name,Address and Tel.No. Designer's Name,Address,and Tel.No. 71 -g 39,� S� yN Type of Building: Dwelling No.of Bedrooms Lot Size Z.t� A-ULe°5 sq-ft: Garbage Grinder(A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided 3�(a gpd Plan DateDotpa� Z(a.ZQ"i) ,Numberofsheets Revision Date Title SS -„��eb',� cr� D P 5Lj'X0 n Size of Septic Tank f SQ() 6"1 Type of S.A.S. Description of Soil T j1 n LR�t� 161 s I RN (OAM Lk\i , INK 41(a MM-r"-1,uC 5NjJk> Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and mamteeD#x f the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmenta Code and o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si - - Date a�% /4— Application Approved by Date Application Disapprove y Date for the following reasons Permit No. 2_0 1 1 Z Date Issued 1 Z/Z-j /z�- 1 - No. I `' iI s Fee THE COMMONWEALTH OFAMASSAC{HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION "TOWN OF BARNSTABLE MASSAC-HUSETTS - Application for IBtID Y, s?psteln �DnstrUctlDn ermlt N, pplication for a Permit to Construct(—I" Repair(?) Upgrade( ) Abandon( ) El Complete System ❑Individual Components '*J Location Address or Lot No. Z9 0 1'�t�ydl Je - Owner's Name,Ad, ss,and Tel.No. O�}ers��Ic. VnW Hor�r7 +Sw.� N�ekc/" Assessor's Map/Parcel C o NY i e Installer's Name,Address and Tel.No. Des* ner's_Name,Address;and Tel.No. Sa'6 -yZ8-'SSHy Type of Building: '•- Dwelling No.of Bedrooms J Lot Size Z.`c� °ilk(_�s sq.-ft. Garbage Grinder 0i - t ` Other i Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures, Design Flow(min.requ*red) 33 gpd Design flow provided 39 Co gpd Plan DateN e,,n 7(c,Z on Number of sheets Revision Date Title ?r o P o5 J, `,,P C Size of Septic Tank 1SOO 615' Type of S.A.S. 3 Description of Soil I`( A LN-its I tI t S� 1 5,N-+ON °.ohm Z(. C ctotgjjO`Ie, 41(o ftjeb'F),V 5"k Nature of Repairs or Alterations(Answer whe$`applicable) t t. Date last inspected: Agreementi�, 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,eb'-de d t'to place the system in operation until a Certificate of i Compliance has been issued by this Board of Health. S* Date Application Approved by Date )I Application Disapproved y Date for the following reasons Permit No. 2.o 1 y Ll Z Date Issued 121 Z-71 Za t° ---------------------------------------------- ------ ------- ----------- ��� 't THE COMMONWEALTH OF MASSACHUSETTS 31,9'7�� ,,"' BARNSTABLE,MASSACHUSETTS r Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by at ZC tb ?1)(,J. k Ar,- A— has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoZO(I'4° Z. dated 1 Z (Z y Za 11 Installer Designer #bedrooms 3 Approved design flow 33Z) gpd The issuance of this permits all not b construed as a guarantee that the system ill fun t esigned. Date 5 001� Inspector ✓ �- ---------------------------------------------------------------------------- ------- No. o( I — 4 y 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE MASSACHUSETTS Disposal fppstrm Construction Permit Permission is hereby granted to Construct --jr­ Repair( ) Upgrade( ) Abandon( ) System located at "Zq o L c "Lg ct e 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 this permit. Date I Z ( Zy �0 l I Approved by i Town of Barnstable - oF1HE Regulatory Services' P Thomas.F. Geiler,Director j - - CAB Public Realth Division yqj i639 ,0 c. '�EnN,prA Thomas McKean,.Director' 200-main Street, Hyannis,MA 02601' Office: 508-8624644 Fax: 508-790-6304 . Date: L11Z71 I'L.-" , Sewage Permit#ZAf yam. Assessor's ma_p/Pa`rcel dy3-OZl-oo3 r, Installer&Designer Certification Form r ' Designer: v�WCQA LIAcin l", 111r%s, ' Installer.. Z*AA- , - Address: Address: a `j ' - .®sue\1,e. ,•1"f V^�� j r ry M ' .. On .�Z ..Z -y Qa ` `\ l _,_6 C b[ bW'°+ o was issued>a pernutto install a`' -� (date) (installer) septic system afit. .based on a design drawn by (address) A EA ev►e e datedte-VI ( esigner)f it,Z" certify that.the_septic system.referenced above was installed substantially+according to •the design, which may include-minor•approved changes such as: ateral'relocation.of,the distribution box and/or septic tank., -Stripout (if required) was inspected and the soils d . were found satisfactory: I•certify that the.septic system referenced above was installed,withmajor changes greater than J 0'-.lateral relocation of the.SAS or-'any.vertical relocation.of any component" of the septic_system) but in accordance with State & Local Regulation's.' Plan revision or . certified as-built by'designer to'follow.; Stripout (if required was inspected.and'the soils were found satisfactory ;. j H OF,Njgs � sq JOHN_ (Installer-'s Signature) CwiL.; co No.48168 , FGISTERF� INNAL EN esigner's Signature) ,`f (Affix Designers faimp Here) d + PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH,'DIVISION. .CERTIFICATE, ; OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS`FORM AND, AS- BUILT CARD ARE REC EIVED BY TH E BARNSTABLE PUBL IC HEALT H DIVISION... THANK YOU. gAoffice formsWisignercertification form.doc P c l RXX RXX J, p J ILA 1_� II --- BEDROOM 1 xx �I •\ II i II . II BATH ---------- BEDROOM 2 ----- ----_r Fal `. HALL @ 42° . FLOOR PLAN, OPTION 2 SCALE: J" _ V_01. J i JUN-01-2012 12:11 From:BORTOLOTTI CONST 5oe42e9399 To:15087906304 P.1f6 Town of Barnstable Regulatory Services Thomas F. Geiler Director NAM Public Health DivWon Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508462-4644 >+= S68.790-6304 Date.-� � Sewage Permit#..y42 Assessor's Map/Parcel " -o -o0.3 Installer&Desiener Certiiicationl Form Designer: ,���►r+4n .v�ci� r ,n� ._ Installer: �o� � -. �u,r►s�n�c�� Address: 1 7N " Address: S7 �s�,t�.�►le �I� az�s�' �111�r3t�.� �L���lll��+1� On til z t 'b was issued a perini�t to install a (date) installer septic system at Z.4I,0 r' t u. based on a design drawn by .. . .��'�'.�addzess _! Eet dated'_ ►I „ - signer ��• i I���� • certify that the septic system referenced above was izaatallad substaadally according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic t9nk. °Stripout (if required was inspected and the soils were found satisfactory. I certify that the septic system referenced above was insta]lgd with major changes (Le... 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 kegulaOom Plat revision or cer0ed as-built by designer to follow. Stripout (if required acted and the soils were f uud factory. �k�,<t�o�,oss9 CIVIL anstaller's ipatare:) NO.48168 Apr,g�G/5TER�� FSS/ONAL ( esig er's Signaxure) Desig�RrMfamp 14=T PLEASE RETURN TO BARNSTA LE PUBLIC HEALTH D SIO CERTIFICATE OF COMPS CE WILL NOT BE ISSI o UNI M BOTH '1'M5_FORM AND AS- BUILT CARD ARE RECEIVED BY THE IMF N7S—TABLE PUBLIC HEALTH D I T.BANK YOU. q.b�co fbsm�Wasigs►ar�fieation Porm,doc Massachusetts Department of Environmental Manag menAUG 1.9 206 2Q02 7 s Office of Water Resources 1 TYPE OR PRINT ONLY Well Completion Report TOWN OF BAtNSTABLE 1.WELL LOCATION GPS.(OPTIONAL) LATITUDE0 Address at Well Location r` � ' Property Owner: 0(Z4A/A4 60A1>f—712(1G�tOt Subdivision Name: Mailing Address: ,A,v t AA °0 , TeX 2-.S� / City/Town: ��l LL c- Citylrown: 4Z5Y}=t 9-L6 f itu< 4. rb 20SI Assessors Map Oq Assessors Lot#: 4!�00 - NOTE: Assessors Map and Lot# Viandatory if norstreet,addr ss available �� /2 Board of Health permit obtained: Yes Not equired El Permit Number tIcnz- Date,lssued' 7 O 2 2.WORK PERFORMED x 9y# 3. PROPOSED USE 4. DRILL, ING.METHOD New Well ❑ Abandon ❑ Domestic Irrigation ❑ Cable ;Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer" ❑ Direct Push ❑ 'Replace ❑ Other ❑ Industrial ❑ Other ❑ Mtud'Rotdi 4­0 Other t S.WELL LOG Unconsolidated - Consolidated 6. SITE SKE CH(usg pertiraneht landmarks with distances) W Permeability T v , d . mow , A/D(2TH From (ft) To (ft) � Flign uow `� U) m Other Rock Type Y © -7 V. GL ! k_1 S-* V V wW.4k4A,--,, 4'l E2 r 1�c,t sTT I 7--.._. ?;WELL CONSTRUCTION - 8:CASING Total Depth Drilled &7 From (ft) To (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date D71n) omplete r ' r Ifs;- l 7"t d!V 9. SCREEN From (ft) To (ft)'- Slot Size Scree n:Type and Material Screen Diameter ° 01, 10. FILTER PACK/GRpbTJ-lA�ONMENT MATERIAL ma 11. ADDITION ►L WELL,INFORMATION Developed? Yes ElNo From (ft) To (ft) Material Description Purpose Fracture O n/� `,r Enhancement? ❑ Yes No �•- Method Disinfected? X; Yes ❑ No 12.WELL TEST DATA(PRODUCTION WELLS) 13. STATIC WATER LEVEL(ALL WELLS)` Yield`"Time Pumped Drawdown to Time Recovery to Depth Below Date Method (GPM} (h'rs,& min) (Ft. BGS) (hrs& min) (Ft. BGS) Date Measured Ground Surface (FT) 7 O2 �� f ©� /0� 0 emu- 7 z 4.,PERMANENT PUMP(IF A LE) ... 1,5,NAb([fEIADE}RaeF,RUMf INSTALLATION COMPANY Ilk Pump Description b � , i Horsepower r "� LG ( ICU' .IIG #' 2© Pump intake Depth (ft) Nominal Pump Capacity (gpm) 16.COMMENTS � ' 15 lflalll 59pt CIM i12 n - AT '17 16,v :0 6, do- = (20.o 17.WELL DRILLER'S STATEMENT IThis well was drilled and/o`r'a ndon under my supervision, according to applicable rules ` t and regulations, and this re o " om I e and correct to the best of my knowledge. Fr l �-7 .Driller: �r� b Supervising Driller Signature: Registration #: l g 6,1 [[� ;�'C Firm: �`'�'��° � L L( n/G, ZrJC Date: � C ��- Rig Permit#: L I I NOTE. Well Completion Reports must be filed by the registered well driller within 30 days of well completion. 4`;t . %. �, : e'f r r v . v!♦' ! l )v x 4?'. —'4* i .; L. _ - y..4 e. „„+' ,a. .b Y'`.,1 Y° t *:.S .,t.Y. 4 x 2 {';a Y t .A L i z s q EAVIROTECHLABORATORIE,5,INC. MA CERT.NO.:M-MA 063 449 Rte. 130 Sandwich, MA 02563 908(888-6460) 1-800-339-6460 FAX(508)888-6446 CLIENT. Atlantic Well Drilling LOCATION: Well#2 ADDRESS: PO Box 339 298 Bridge Road N. Eastham, MA 02651 Osterville, MA COLLECTED BY. C. Iliffe SAMPLE DATE. 8/8/2002 SAMPLE TIME. 2:OOPM WATER SAMPLE TYPE: New Well/Irrigation DATE RECEIVED: 8/8/2002 LAB I.D. #. 0208204 WELL SPECS.: 277 9'static RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 8/8/2002 PH pH units 6.5-8.5 5.78 4500 H+ 8/8/2002 Conductance umhos/cm 500 738 120.1 8/8/2002 Nitrate-N mg/L 10.0 0.202 300.0 8/8/2002 Nitrite-N mg/L 1.00 < 0.02 300.0 8/8/2002 Sodium mg/L 1000.0 120.0 200.7 8/8/2002 Iron mg/L 0.3 0.6 200.7 8/8/2002 Manganese mg/L 0.05 1.10 200.7 8/8/2002 Tannins mg/L NA < 0.1 5550 B 8/9/2002 COMMENTS: Low pH indicates high corrosive characteristics. Iron and Manganese are not a health hazard, but can cause staining on walkways and buildings. WATER IS SUITABLE FOR IRRIGATION PURPOSES FOR PARAMETERS TESTED. S <=less than Date 4a >=greater than onald J. Sa i TNTC=too numerous to count Laboratory irector No. V ) --- ---- ------Fee BOARD OF HEALTH OWN OF BARNSTABL. E r Application,iorVerl Con!5truct ion Permit Application is hereby made for a permit to Construct 0(), Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel �1�a2 �066, — tom,v _� '?��L s�4 K?—UJ,, Q?otj Address ILL I Installer — Driller Address Type of Building / Dwelling V --- — ——- —- Other - Type of Building--- ------- No. of20 Persons--------------------------- k Type of Well -3 o Capacity--- 60=1,� Purpose of Well--- 7,494, Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of H Private Well Protection Regulation — The undersigned further agrees not to place the well in operatio unti a ' icate Af Compliance has been issued by the Board of Health. Signe y— o - 3.0 at 2- -- Application Approved By �V / at Application Disapproved for the following rea s: -------------------------------------------- date Permit No. W-(QUT9-c--i2—= — Issued--- - - --— ---- --- date BOARD OF HEALTH TOWN OF BARNSTABL, E Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by— — _ ----- --- ---- — ----- Installer ——at-- -----_- -- ---- -----_—_---- 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 SATISFACTORY. DATE-- Inspector---- ----- -- ----- . - P -._.•ter,.r. - j,., :t.. t ... ,. .{ „- - ... -• .. ,. - -_No.--------------- Fee-- BOARD OF HEALTH a as Alto TOWN OF BARNSTABLE D� 30 . 0( [icat ion r V ell Con5truct ion Permit Application is hereby made for a permit to Construct (<), Alter-( ), or Repair.( )an individual Well at: . A Location— Address Assessors Mapp and �Paarcel�,, // Ill0�/,A't�! �• —_ — — fi0�_ _�2¢ l!f� 6_ C� #09 O�S% O ner Address Installer — Driller Address Type of Building Dwelling ----- --------- Other - Type of Building------------- No. of Persons----------______—__—_—__ Type of Well ,,61i4. ?� (� �� Capacity-- Purpose of of Well--- �1 ? ^T Agreement: The undersigned agrees to install the aforedescribed individual well in acco%dance with the provisions of The f Town of Barnstable Board of He?a1th Private Well Protection Regulation &.The-undersigned further agrees not to place the well in operatio until a ti 'cate of Compliance has been issued% the Board of Health. Signe � N 0 tg � R Application Approved By / date Application Disapproved for the following rea ns: -------- ------__- —_ date Permit No. Issued--- ---- —U_._-— _ __—.—.______ date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by--- at— 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 SATISFACTORY. DATE-- Inspector-------- - ---- -- ——- BOARD OF HEALTH /,�-Oa/-OOP TOWN OF BARNSTABLE Vern Con$tructionPermit No. l��D� � 1 -- c o Fee— --- V_r/C U)— Permission is hereby grantedC—""L to Con Trutt Ater.;(, ), or ( ) an Ind/�i ell �� O � No. ��— ��� rt'` -str� as shown on the application forWaWeConstruction Permit t, No.- — — Dated 'k-113- ----------------- --,r/;�- -------------------------- 1 U 0 Board of Health DATE r t f J ' 11� �llft 's♦.� €g °��' r�c a r Fc ix�, x w , .H �'�M� �1.t.,"f �L f"' ^If k'^ t At > `Ip � M� fw�N Y"N'•_'ey' /iX J�.I�" J� � Y r �Yy¢�1 3 I0s , �° Lot 9 ,� , er Tr. S 88 54'13' W Edge Of Solt Marsh 6 ; : As Flagged By ENSR Edge Of a \ h N / As Flogged By ENSR tEt E' / (L-PROP 2.' Be 1Ot PATH _ �'N— w <- i \�\✓ PL FORnq 1 I _ i w t ` %� RppF Ru^IOF I I I \, \ \•'^` -c I,$ Cb DT TcOsOZNP \ , M�ryTC�k'*,- g 4 ' I P. l'` `� \ ..0\ oo r WoL O' 1 ?c \ POOL / s; R o 1 \ Go I , /A �ro \\'TERRAC�,� uP"E R JNQ7 ': N + may, a 0 r \ IN 0 CO aai �I � p - b� I \ MA s i y.. PRop 6 DE rj y Py. owELLINC, FO R OI-r \J— tier .A...., �LJ gyjp?"UWO FF r __ `_ .t{ \ �•• + • I �tb r mac-,,R�,�/� ZG� I / �/ i •r ' '� I � �FY"� TO �4Yi►G Vt' �IIt r \_(- 1 I I �y;a•}-�; { 1 LAwN DRIVE �rEL r ! I Irw 3 iy )< Y't J +YF 0 a 8 M k'� 3 a•F f 4 2'x6'CRh BRACINf 't a } 4 s , "Route 28 PLAN VIEW ' cr4nto I . end; O `> arker stay t ts'' r the 0`Z,9 0 .TOWN OF BARNSTABLE LOCATION rr�g SEWAGE *421- 0_ l VILLA'+GE 0S±J In _1 j 1e, + ASSESSOR'S MAP &IOT,AD 68 INSTALLER'S NAME&PHONE NO. o+-'f SEPTIC. TANK CAPACITY 1500 0,I KIA 2.0) �`093 071 003 c' Ad. � 2 IL V 1 0� ` LEACHING FACILITY: (type) !� P'104�(size) 6 NO. OF BEDROOMS .5 BUILDER OR OWNER 6Agle-0 AIV PERMITDATE:.6o I COMPLIANCE DATE: �Il1I 6 •c Separation Distance Between the: Maximum Adjusted Groundwater Table:and 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 _ GAS- ` i o¢ ' as Sz I I ' I ! / 7 III No. E '� Fee if E oa THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _Ue�� PUBLIC HEALTH DIVISION -TOWN 00 BARNSTABLE., MASSACHUSETTS Yes i ZIpprfcatfon for Mi.5ponl *pgtem Construction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �_DT �5 is ✓U Owner's Name Address and Tel o. Z( 2et,GE Assessor'scel �6 (:Sr: 5 , ZrJb Installer's Name,Address,and Tel.No. De ' ner's Nam4_0e,A ress and Tel.No. `r 7� .. l3L k� �i 1J I w6 k d k C, Type of Building: Ac er- s Dwelling No.of Bedrooms 5 Lot Size 2 •Eo sq.41.' Garbage Grinder( Q Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 X\l b= S 5-c) gallons per day. Calculated daily flow gallons. Plan Date lk 0\I ZO,20Cb Number of sheets Z Revision Date 3 AKA 25, Zuni Title 'S l T c- ; iLA C A 'tX>T 5 - ia a%06 E_ c'�T7Z-E�'C' 0.5 TE2\(1(-Ltd Size of Septic Tank 1 1131Z�o Type of S.A.S. F1 C L-V - `!c-nn\m&,EG4 Q"�--1 Description of Soil 0f �it fl 14 A - 5A i�D� LC AM M ION(. SZ, 0 2," P:> fvA N 6I 2 3i 42 rr _ 1Z6'` L. MG' �►�l� Nature of Repairs or Alterations(Answer when applicable) t 4 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 Certifi- cate of Compliance has be ' sued�soof Health. Sign Date Application Approved by Date Application Disapproved for the following re o s Permit No Date Issued ; �'Fee No. . t�' 00 t THE COMMONWEALTRO MASSACHUSETTS Entered incomputer`_; . ✓� ••F w t.:._ !: , o 1 - C f ! Yes PUBLIC HEALTH DIVISION, TOWN OFL BAR NSTABLE M-ASSACHUSETTS Ztppliration for Construction Vern,it-,-1 ',Application for a Permit to Construct( )Repair( .w)°Upgrade( )Abandon( ) X mplete System ❑Individual Coimponents Location Address orLot No. �_OT' s 2� Owner's Name`Address and Tel. Jo. µ `LZQ� � d{ qZ_ Assessor's MM 'Parcel t]21_or—) a P„U Z k$Q W,4k&+A% l�j Installer's Name,Address,and Tel.No. DV ner's:Name,Address and Te:.No. s 7_ i�c2 `cam I-c.t v 64c.V �G 7 3; IE712 tk --c-0 \qk* Type of Building: �, A c er- .5 Dwelling No.of Bedrooms S Lot Size i sq.fO' Garbage Grinder(� Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 X��U` s?� gallons per day. Calculated daily flow gallons. Plan Date q Doi ZA y 2 ccc� Number of sheets 2 Revision Date J,°.Kx 7- 2 CYO I Title 1F Size of Septic Tank Type of S.A.S. t'1 E L Description of Soil U �tr �� - ��jf - 1-CAm ION K 5A A"- 26. sA►_A+DEC Lco4oAA 1Z.() ` C. V\A gb 'l h� . � tia t c , \,I 9, LA Nature of Repairs or Alterations(Answer when applicable) l 1 1101 Date last inspected: 3 L Agreement: _•.w 1 `EI/ The undersigned agrees to ensure the construction and maintenance of the afore described on,site sewage�disp al system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation un til a.Certifi- cate of Compliance has bee is ued b his o .d of th. Signe Date Application Approved by /� Date 1 Application Disapproved for the following re ons Permit No. Date Issued T' ———————————————————————— �, THE COMMONWEALTH OF MASSACHUSETTS y, BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER FY, that the On-site Sewap�,Disposal System Constructed( �Repaired( )Upgraded( ) Abandoned( )by O/-7`D`B 40% C..O�fs/7 - at 2.9S k� 06 E '2 E t_.L G A has b=construcledjin accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ,00" ated 7 6 Installer Designer The issuance of this permits fall n t be construed as a guarantee that the syst 1 funct�or� signed - / �'... Date 7 Inspector CC uC ———— —— ———————————— — — ————No. Fee J00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS mtopooat *p.5tem conotructton J)ermtt Permission is hereby nted to Construct( �Repair( )Upgrade( )Abandon( ) System located at ,? laz\0:2�E .yT t TZEP_V k Li-E 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 a com leted ithin three years of the date of t"permitDate: Approvedbyt i u.Ye+. s �ssw�����z9-". �`> � ::�.,. ',;s_ �v ^��v M� �t+.+Lhltaui•st�'#.i4ii w yr �� `�c};{�,,u°'s t" .ea" .�;tu;-.�a�'� -z�� c. -' u — TO"OF BARNSTABLE LOCATION ' cl Z$ ricI4t SEWAGE # ZDD VILLAGE OS`f`f —v i j I Q, ASSESSOR'S MAP & LOT d ~Sf� INSTALLER'S NAME&PHONE.NO,. 1�o+'�D&al�1 SEPTIC TANK CAPACITY LEACHING.FACILITY: (type) L-tA dMj� Pad, Pik)(size) - l z!k 1' 0 NO. OF.BEDROOMS .7 BiJ1I.DER OR. WNER PERMIT DATE: 1 COMPLIANCE DATE:I! ' Separation Distance Between the:,. Maximum Adjusted.Groundwater Table and:Bottom of Leaching FaciLty Feet on site or wittvnl2W ell and Leaching Facility if any wells east feet-of:leachiing facihity) Feet :Edge of Wetland and.LeachngFacility.(If any...wetlands'exist Feet Within 300..feet of leaching'facility) _ _ ' n ter. ,� ( p pep I y Q { I: r ho�/ L fl ® O 60 111, Isl nd f •, _ �T< \Cl` it ��•� ZONE: Isalla RF-1 s Area(min.)87,120 SF(RPOD). t Frontoge(min)20' Width(min) 125' • y t 2 $ �illr Setbacks: . Front 30'- - Side 15' Rear 15' \ '\0 OVERLAY DISTRICTS: " RPOD— Resource Protection Overlay District is Q -- - - AP—Aqui/er Protection DisMet - Estuarine Watershed Overlay { p0 I • 0-' i + FLOOD ZONE: ' - Community Panel No. o p t • A l 8 125OWT July 2. 1992 LOCATION MAP: Scale: 1'= 2000't ASSESSORS REF.: - Map 093. Parcel 021-063 DIRECTIONS: III From Hyannis — Take Route 28 into Osterville; - . At the lights by'White Hen Pon tr take a left - - - onto Osterville West Barnstable Road and follow - - - to the end' Take a left onto Main Street• Take a right on(o Parker Road; At the stop s/gn take a right onto West Bay Road• Bear left onto Bridge Street, and follow over the bridge; Site is on the right, #290. . \ill/ • a �a9e \5�n9 ce N/F ENGE E Fey MBridge 274 LLC . POOL �ODEOUI T0.MEEOTOPE G LPTGN oo_ istin9 se TEST OSiN EX Noy VED GPSE�F G� P°E REMO W� TO B SED DRPWDOWN POOLOSED PROP000L DR - \ F+; FOR P,T 45 OF S ' 050 4,:• PR0 5 2 00 \ \ trolt °frr ces O — \Eats t E REMOVEp 8 x TO Po°i tin9 VED —� PROP H�DSE : - E..�gE.REM ',.: _ "�. �� POOL Existln °rch0 S�egC REMO p5 10 PR0 0 POR \ Epwej 9 SGREEN Off o LOT 58 2.88 ACRES ' 3 EXistine Gcro9 OF MA0s9 moo`, JO N cyG� 168. F88/0 AL ENG Bridge Street RENSION: dditional Info For Pool Buildin Permit DATE•02110111111 TITLE PREPARED BY: PREPARED FOR: - NOTES:" - Sketch Plan Proposed Pool Sullivan Engineering,Inc. 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S-% r Finisri grade 1:G.1,1.5. ilter x 4"0 Perforated F.G.'I F f Compacted Fill--� Fabric PVC Pipe A OAM Io YR 5/ 14 96 -1 Pea Stone . r r SANDY o Y R Y3/fo A M t .: .9.0 I nv.8.0 • 3/4'-11/2" 1500 Gallon p. z� T-C MDouble Washed 8.8 SepticTank 8.6 Bot.El.7.5 E D I U M F I N E Stone 0 SANG 10YR 6� 3'-0" s-o" 3'-O" 3'-0' c�: c�a:� ..R.:= 8.4 8.2 7.' .Adjusted Ground tr No GROUNA WATER I -o Bedding as Water Elev-0.2 K7 l­ERCOLA'TION TEST Per Title 5 CLASS l MATMRIAI_ CRoss SECTION OF LEACHING BED DELVELOPED PROFILE OF PROPOSED SEPTIC;SYSTEM . y' b�nz�` b8" Not to Scale 2- "IN/INCH Not to Scale DA-rF \2/4/9-7 'E.NCr.:BAXTEI'Z � NYE NOTES WITNEg5=•S. 0UNNINC— T 3 0.5 1 -H, 1.Water Supply ForThis Lot is Municipal Water. DESIGN DATA 2.Location of Utilities Shown on This Plan Are Approx. Single Family-5 Bedroom y oWit .- t•P.-z I I- At Least 72 Hours Prior to Any Excavation ForThis Dail no Garbage Grinder "Dail Flow=110 x5= 550 GPD Proiect The ControctorSholl Make The Required Septic Tank:550 GPD x 200%=1100 GPD ~11 SANDY �o/+M Notif ication to Dig Safe(1-800-322-4844) A Use 1500 Galion Septic Tank I o Y R 5/Z- 3:The Contractor is Required to Secure Appropriate I y'. __..."_._ LEACHING AREA lc>yp, /L4 Permits From Town Agencies For Construction 13 I OVR 3/y _ Defined by This Plan. 550 GPD/0.74=744 SF Required 26 MED. SAND a- FINE 4 Install Risers as Requiredto Within 12 of Use Bottom Area Only c GRAVEL I o YR 6/a Finished Grade. Bottom Area=12 x 62 =744 S.F _ 744 S.F.Total Provided 132 F 5.All Structures Buried Four Feet or More or Subject- LEACHING.BED DESIGN c RouND vvATERIa IZZ', to Vehicular Traffic to be H-20 Loading. ' All Pipes to be Schedule 40.PVC 6, Septic System to belnsialledinAccordance With Perforated With Capped Ends.Use GROUND WATER AD itSTMENT . 31.0 CMR 15.00 Latest,Revision And The Town of 3-4 Distribution Line in a I2 x 62' Groou Np wATt=R(cD ei.w . —2-3 Barnstable Board of Health Regulations. Washed Stone Bed as Shown. \rvuex WELL— M%W Z9 •zo ME A I ADJ4STMENT ' 2-Ir NOV, 1447 7. All Piping tobe Sch40 PVC ):kD7uST6D GROUND WATEIL F-LE1/. —O,Z a NOTES: ERrG 1. The proposed dwelling lies within the FEMA 100 year floodplain Al 1 (EL 11.0)as shown on SULLIVAN FIRM Community Panel No. 2500010018D Revised July 2, 1992. ND.29783 2. Any enclosed space below the base flood elevation 11.00 NGVD will be for storage only. This CIVIL er space is to be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters. ~�Sc�• F c ' 3. Floodwaters will be allowed to flow in and out of the enclosed space through a minimum of 2 openings in the foundation. The openings will be sized to have a minimum net area of one square inch per every square foot of enclosed subject area. The bottom of the opening shall be no higher than one foot above grade. The openings may be equipped with screens, louvers,or other devices + P,fu ZC,Zix 1 that allow the automatic entry and exit of floodwaters. 4. The top of the concrete foundation shall be set at elevation 11.1 and the dust cap shall be set at an SHEET 2 of 2 elevation 1 higher than the adjacent finished grade. 262 BRIDGE STREET � to or � l 5. Some fill has been added to the easterly portion of the property so note that footings/foundations REALTY TRUST shall be set on natural grade or designed accordingly. OSTERVI LLE,MASS. SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. NOVEMBER 20, 2000 i �170�5 -'Isabelle `� ` r ' �&, J'` ../ } �.l' fly• ,. - - III l yaZi / , i}D'. i(� - North Bay - �r t r• �, \ mo ,' a '' t' F �• (1) p . 1...I,..�1I..�...���...�i"),I1�I,1.­�.�1-","....-.II..I.�I I.I��1�,-�:....I��.1..:.�..rI����.�,.:�.I....�,.;-.1 w,..I�I�..�.:1.I..1.-:I 1I.�...1.�,i1 1��1.1.�I�.11��I,.I1 I.I.I".II�I II.II,,�I..1I.I,I.I I%.1.` ,, r� B I P4 . N 1 I ` o �I > R j" Lot 58 -` `�; y , m�i ' 3I _, 2.88 Acres, sMss I,.I,�.I,.,,..�.�2.i.- I , . 125,450 S.F.t ;, LOCATION MAP , a W I 1-_zoo.:• - . ' I tit' i"' 1 - - ASSESSORS REF.: ; 2 - Mq 09$ Parcel 021003 n) ' t0 •. ��• I� �i I. I' !1 II ^-._ II I. I. II n .. - - - r I - - / TRIC T. I O VERLAY DIS . I . AP - Aquifer Protection District. _ - = I � / .! _ I. - _ "_ . Estuarine Watershed . 1 _ .' I , ZONE: FLOOD ZONE I� ;,: _E_ - 1; f : } RF-, zone.. A13£i=1+ � ; -,.fit, I;; f I 'Overall Plan View _ - _ ( ) k II: { Seale: a 1-20 '> Community Panel No " I Area(min.) 43,560 SF s I' ,. i 2501701 0018 D t } 1 Fronts a man 20' ', ' . y ( ) July 2,-1992 { , . Width (min) 125• i .( '� i Setbac s 11 - ii v I. - Front 30'. - _., ` l ^. - -.4 MB' �j i . Side 15' I .... F 1 ,i: 1, _ I go t Rear 15' - - i i f - DH / . - 2Q9 2 j , I. 1 - ,i r i —Fnd I 83 ( * N __4 . �J3Qi�c I . ' r_ C DIRECTIONS: I h , , I o-»s I ) ; - - I t e3 C; my From Hyvnnis - Take Route 28 into Oeterville; Y l� t, -"-,,-- - 1 _j I � At the lights by White Hen Pantr take a.left .,f � _ I', - i y 1 -^� (7 onto Osterville West Barnstable Road and follow- - - � I );' "XV -to the end" Take a left onto Main Street; Take, - I , I" I i I i I_„,, "„' - a n ht on(o Parker Rood; At the stop sigry take 1 - - a nght-onto West,Bay Rood- Bear left onto Bridge. � - ' 1 t ,�1. (. � - a - j:_.. C ' a' Street, and follow over the bridge; Site is }' _ f. ` _ i ;A3 . - "on the right, #290. ' - _ 1 iiI I !4 S J61 i, .w k 1 p {{ tS3• tS ( �' T , t a ,, ;,� i I Pool d ' ��� i' "Q 1 }� t I t{ � I f r1 i k, t t, \ \\ t s I 1 CB/DH'"y 1 { }. 6 is" ) \ \ , f t ZZO I. 'i� ( r \ \ y RSI I' € a f ei 1 \A A , \ C. J .i i a i t � 1, \ \\ ( r i i #. {{ p r1 € . r 1 ,: 0 eLlin 11��� is ' t ' t ' f ' ' `*.. ' '; / 9 ",, r f a r I, '. € } '+ ' . N 1 , I.. E #N ,V- PROPOSED t ' I" .+.-..— r-r+.. _ I SIAB�fLnoO^ .:,y a .- y.. .. Le y. «........ ',.�;..ca- - _.�� Z- ,. (DA-1303)2 _ i - _i � a 1 1 I ) o' .. ,19.3'. _ w us p _ BARRIER IF REQUIRED i t �(��• A� t j - t 18 7r r.o.e. HfAtrH'DfPr Ppproxlmate b t 1 Driveway ,) i 1 . I y Location g I I...I,�I,�,.1s".�.:_.,.-,:lI,.:%I�-.� t 1 l; �I ` Ic 0 I �x9 76 u � I! i '� � { y>. I� 1t 1 1 l 58.8 I i i Cu «, h f t l o 1 , i Ij' �'� I j x .58 i; tt ! 4 I i . � - - 1 ) .{ I I permlt/ng-`ePtic Siab EL 70.59 ! 'L { qp I i f� 2,`) ,44 I II I" + 'i.r. �+/ �;. Existing Garage . t e Cig i e Ei: . { t I , t , 1 a ,f �I ,S(Sg it -i+ i ) J>Op.. , d; � t I �'�: ' : F , j I ;' '� k�i ;f s t � / 1 i _ - - . I . - 0 - .. - F - - - - t i ,.. ,... ' ' �s�o•:�a FBI. . @. 9e O . oe Alb/ic' ✓''P"r . 0�k Legend: <PLcH oF'Mgss � 1 -v Sign V` ICy - - Ught.Post O= JOV IRfi. .G 0 Misc Manhole 3 EE1 ® Catch Basin .I J,, 1. i• a - " o . Ce/DH 68168 . j I, ).I,.(,I.II\.I.Ii,..I�..IC1..p�..I r,'t.I1iI11 1..:,.-�In,Ii4�,i,I.I1I I;1II.II�.I:III fkI..I�.I�II,.,�,I.!'6��I..,.�.IiIII I,,�r.�.I:I�.�i.�.,".I i..---.,'..�,,.�,�I 1�1.I.III!II�,I,�,.f 4 Utility Pole 9FG1STF1?N `��` Gas Gate {' © .Fs��Q EGA <, ,II . l7 Water Gate NA ii - , —OHW— Overhead Wires. - i . • - } i i;- I =25— Elevation Contour 3 - p . � IL i , ,,:, • .. _ , , . .. i, �. t PREPARED FOR. - S 1 l 7171£: �: PREPARED EtY. �' I ..<I't "_ NOTE Situ P/an f .I } . 1.) The topographic information was obtained by () Proposed Addition i Sullivan Engineering,Inc. Harvey&Jane Beker an on the ground surrvey. m 1 . : - PC Box 659 _ `' 4547LivingstonAvenue.; i.) The datum used is NGVD -29 (.,fixed mean• '-4 }, At ; l osterviile, MA 02655 Bronx,NY 10471 ' 290 Bridge$tree#; I 1 I (508)428---:(508)428-9e17 6o sea IeveLdat. ) l MA . Barnstable (Osterville) . I - t { o i a ►1 . 1. . . i Draft- . J(N) i 40 0 20 40 .- P C oAi£: De ernber 10,2013 SCALE 1^=40 Re"e'"; Pis t ' ; Project: 30016' "� r) ' 1. . , s -. - ' f., a . a j * 1.;( i , ,%- a i . ,, , ~5 TOWI ZUGi"1 J 16 F;; s�; 147 EXERCISE PAVILION FOR r HARVEY & j A Y NE B E K E R DIVI-cZio BRIDGE STREET 0STERVILLE , MASSACHUSETTS L IEDERBACH & GRAHAM, A RCH.ITECTS 500 N.WELLS ST. CHICAGO, IL 60654 _ r:312.828.0900 F:312.828.0901 - WWW.LI EDERBA CHAN DG RAHAM.COM - .. t. . •- .-..xwwvw+za. +.nr+aw. '1•'.'-••i&-. +swarx +F. a.. Ymx+rs -.T..-.�-...e ��..nwm.x,.--w %. L is OF;'- D RAWINGS ISSUED FOR PERMIT - JANUARY 10 , 2014 SHEET TITLE DATE A-4.3 LATERAL SECTION 01-10-2014 A-4.4 LONGITUDINAL SECTION 01-10-2014 A-1.1 SITE PLAN 01-10-2014 A-4.5 LATERAL SECTION@ CONNECTOR 01-10-2014 A-2.1 FOUNDATION PLAN 01-10-2014 & LAUNDRY BAY A-2.2 GROUND FLOOR PLAN 01-10-2014 A-4.6 LATER SECTION @ CONNECTOR 01-10-2014 A-2.3 ROOF PLAN 01-10-2014 E-2.1 CRAWL SPACE ELECTRICAL PLAN 01-10-2014 A-3.1 EAST EXTERIOR ELEVATION 01-10-2014 E-2.2 GROUND FLOOR ELECTRICAL PLAN 01-10-2014 A-3.2 SOUTH EXTERIOR ELEVATION 01-10-2014 A-3.3 WEST EXTERIOR ELEVATION 01-10-2014 SSW1 SIMPSON STRONG-TIE SHEAR WALL DETAILS 01-10-2014 A-3.4 NORTH EXTERIOR ELEVATION 01-10-2014 SSW2 SIMPSON STRONG-TIE SHEAR WALL DETAILS 01-10-2014 A-3.5 CONCEALED WEST EXTERIOR ELEVATION 01-10-2014 SSW3 SIMPSON STRONG-TIE SHEAR WALL DETAILS 01-10-2014 A-4.1 LATERAL SECTION 01-10-2014 SSW4 SIMPSON STRONG-TIE SHEAR WALL DETAILS 01-10-2014 A-4.2 LATERAL SECTION 01-10-2014 I 7• Si / 1 1 L� 9' / EXERCISE I / Q 10, \ J IL------------J \ J J 10' RA GL? o ° N. ISS UED 11 hLI R PERT 0 r O O PAVILION - O EXERCISEON F OR O\ 01 ANUARY 2014 O .` � • o0000 / HARVEY AND JAYNE BE KER •'\ O 290 BRIDGE STREET _ •\ O . '� /• - OSTERVILLE, MA 02655 \ \ LIEDERBACH & GRAHAM, ARCHITECTS 1 1 .ty •'\ •'•\ •/ / 500 NORTH WELLS STREET •,\ ••\ / CHICAGO, ILLINOIS 60654 F / 72014 LIEDERBACH h GRAHAM, ARCHITECTS Ins.la n.N.m Cnnttace,shall£ally insulate this single family resdmce. The Crmaannz shall provide>d tmtk required m comply weds nppRwble - endes and ordinates. Framing Notes � All dimmalmu shown m fan of studs udeu noted orhermiae T-"al Contraanr ab.d provide msulnung system.m cnaF.the fnl1nwmg 1 • Waft Studer;(12'+/-hr.) mrrumum requiremrn.: - 1}a 5}1.3E Timbez strand LSL , Perimeter Insulation(where required):R-8,1'h"rigid insulation(Dow. 3-2.12 headero w/vertical 10W# aaaps @ each side of eenm well &yrofoom Tongue&Groove) - Exterior Walls:R-20,4"closed cell polyurethane foam insulation - (IYP') minimum. 8dFloor @ Flor: 6"cd o RJO,6"closed red polyurethane loans insulation minim. - 8d 6"edge,12•field Roof:R-45,8"closed cell polyureha re foam insulation minimum. _ Wait Sheadari p - @ 3"edge,12"field Interior Walls:6"unfeced fiberglass ban insulator for noise comml (Owens-Coming,Sunobens) - Ro.f6htadang: . _ Rd®6"edge.6"field Fill all vaids to exterior walls with closed cell polymedid a insulation. Imerior Walls:6"..faced fiberglass ban insulation for.due conaol N.-full h,amds m be timbcd.ked on - - - (f wem-Com.g,Soaobans) - SSW to I r n/c vm.typo wal -A-M ROOM @ n00R. Winnow `� IMA}Y TIM SM -, fff��a -Ex.n 6 ®Avv r1MBER — I7 F' —mu, Fill I I } ail cords in estmor ls with closed cell poi)urcrhane msularion. (I��) Pnmided a continuous vapor barrier at the building mvdope.Closed cell' - SSW 24x12; —insulation ho alladon or provide 6-mil polyethy4me vapor tamer at • see A-2l for ad exterior walls and ceilings.Pmperiy seal all join and penerranons of the location,ryp vapor b-M-Completely seal all voids in..,i r wads.f irestop ell p--rions.f the floors with appropdare firesrop sedans or r od.nom marrnals. Sh—Wall with drag sawn - r - 1 1. 1 Install appecI mre therein bamer,or in—cem coating at all dosed cell I ew• a foam insulators. 2-way upplates Simpaw '17,•.q• Y-ay .�� r.s;• aIT z-a1• a s T-sy Tlp z.sy ,'b• r-sy ., z.n(• z.a,- z.oT A• _ ECCSe - New Coratnsavoa`, - - - - rndocceRpolyethylenetnsulwn orobemsraftedbyett ena hitppmved ]Ga6 TK'(q. r.g'(•sbl s-"d'(w b) A e.q•(•v4 �•.rfN`I ;'Pic b) rq.,v b) s.;rl�•1 ['.sfY't =d' Ta"R r.lgy ' - - M chaoical Norm .+ - - - - - - g l:ontnctor stall design/build ell herring,-rmdadng,and air conditioning 3' * ua• - minion � 'g 1 consomendo,m provide a eomplere project. * -. - ❑ - rare 1 e - - Tel 1 _1 The or shalt provide ail work euquired ro comply with applicable r. and aes an andn mai�aaeea " s 1' I raurramg YFg I ' I ' - M ; ledge C A Plumbing Notes: e p hall design/build all plumbing coast dw m pmyidc a mmptet T,Y v re I - III — Iro vi de Miaubisiu P£ w ig Cowor shall all work m—ply with applicable ende -- -- -——I4 I —— p 'tls )and rhnces. • - - _ hirri;les on — —alAA4 . Contour m ensvreall plumbing fittings comply with codes&seandards - +PUYAt2NHA4 A un m 14- .f else state of Massachusetts - ^1 I I I head of unzege nhmeta _ C.nrmctor.hall provide an fixtures..scheduled and.—mi.as. - � - y � III y-g-' �I Repair®sing mi wit nere..My. - � I , Pmvidc murex outside Contruror shell provide water smite from the well m and ws tic piping from ell fixtnrrs and equipment.Such plumbing comeuvction must comply fully with all rcgmrcenem,rules and regularions of pub&..haul-and all 4= I I . Rood design practice. All plumbing firm—span be presided with.shut off valve or stop. Cut new doorway Specified fixtures shall be stopped by the valve apedficd or,rf not specified, cfece with 2.8 hinder wor by Waterworks model#FDMS33 or 34 in the same metal finish as the T' ;' I I I I finish su on - fixnne.Ad etr pipe p ci—through fsmshed walls shaft be provided with z c,.,�,..._. ce.tercel halfway escurch pl—Minimum metal gauge.14,metal finish m match finish of fixrures. - - - Provide cast non waste piping and type"L"hard copper hot and mid water w - all". - - ' supply P'Pe g. _ - 2-way c,ECCa >.,•(ry o r.,i•(p.s) a-,;(m b) ") - .•.u•(w q v+f ay.ai a .) "Al� .Simpson EC:C-Bence All morn,b11 ranch;and supply piping shell W.minimum of'/."piping.Alt 16.6 roar r.W a`s• T"I' T-t4' co n...sss��y• z,j• z--il' x•• r s�• v r.ay y r d' ray t .I'• v-sP r$• Shingles on new - - fimum supplies shall be minimum'A"piping Piping 3/8"or smaller shah - a... ape a _ ape a o. non Pip. Roo a construction ro course nor be allowed except as a termination au an inmaker. - Simpson SSW 24.12 I I t - - con existing exactly mc. Provide a domestic hot woter rt dttulating system.Draw(rack hot water 1 I Pa.'s.. 1 1 Simpsun Simpsua from ill remote terminations utilizing balancing-dyer m assure a hala..ecl 1 - SSW 21zI I SSW Zlxl l I SSW 24x 12 m.Asa mmmtum circulation pump shad be a•'Reif d:Gossett"Mold At SLC-25,1/23 HP,brume fi—L Install isolation bag valves m both sides of pump;p—ide spring check valve and strainer., Provide specified wag hydra..or,if nor specified,provide Zum#Z-1325 wn0 hydrae.a three 1—tiom.Coordinate locations with landscape - -M r. I. _ eh'vee,and—.it � - . DOOR _ YYY...@corvr+IuroR Provide Zum#Z4700 aster hammer aaesm.ere each supply pipe - `r fisting m Remain lermimni-and err each faucet or piece of equipment. , RF RA B A A D® A A B RA RN P R Provide apecir' user dtaina or,if not specified.prowde Zum#Z.539 area V V 8 V V V V R drainer at cedar and ex- omit well in crawl space as needed - - [ Prrvide specified landscape droim ur,if our specified,provide Neenah - #R6672-1 W.graces. - Provide Nernah#R-4929 duwmpuut shins at all minaret leader lu ins. F 00R PT,f1N :if _ - - - - - ISSUED FOR PERMIT EXERCISE PAVILION FOR IDIANUARY 2014 H ARVEY AND J AYNE B EKER -- 290 BRIDGE STREET - OSTERVILLE, MA 02655 lid A-2. / .. LIEDERBACH & GRAHAM, ARCHITECTS 11 500 NORTH WELLS STREET CHICAGO, ILLINOIS 60654 - F - C2014 LIF.DERBACH At GRAHAM, ARCHITECTS za 7 A j c d Z"'. il.�.q .":21 7777—�77 77— Ro:7�_51i t N 1-ilf.4 L:4 V-1 N(I. i.K, z' .1 77 't7 77 ............ 14 ........... d. q C, ;N _ o _ • si :PAW. :AITI-Pt." I. io �. Q Q J " 1t �u tA. North Bay Tn. °u K K c < 3 � N r r pr� SMB9 v, LOCATION MAP W-' 1"=2,000±' Q) P TH 280 ASSESSORS REF.: N ' Map 093, Parcel 021003 N-__- _- --- a OVERLAY DISTRICT: `� r Bra e TH-1 AP - Aquifer Protection District o� r P#13,380 Estuarine Watershed o ZONE: FLOOD ZONE: �-�- �� _ _ Overall Plan View RF-1 Zone A13(EI=11) / Community Panel Nov scale: 1"=200' Area (min.) 43,560 SF #250001 0018 D o Frontage (min) 20' 1992 2 July , - Width (min) 125' / Setbacks: o Fron t 30' Side 15' o �/�i� Rear 15' _ DH___. 2Q9� 2)Q 7 Frrd- PERC TEST:9,063 �j/ ? �` PERFORMED BY:STEPHEN WILSON,PE-BAXTER&NYE `J WITNESSED BY:TERRY DUNNING-TOWN OF BARNSTABLE DIRECTIONS• DECEMBER 4,1997 - - _ TEST HOLE-1 TEST HOLE-2 Fo y r m Hyannis - Take Route 28 into Osterville - left i White Hen Pantr take a t At the lights b i e - 9 y _. -_ onto Ost erville West Barnstable Rood and follow -- --- --- - S P 13 380 to the end; Take a left onto Main Street. Take # ' A3YfsR tifYE 5f1 }�:YtfQR /1 Road, At the stop sign take e TH 3 a right t onto Parker 99 <<>s�is<:=:: :<�>:<:: a right onto West Bay Road; Bear left onto Bridge 14"...................... ......:..::::..:.-::: ..................... 9 y 9 follow over he bridge; Site is _ ................... :::=:: :_Street, and of ow v t gj- on the right, #290. 26"s:..;;•::>:_;;;;:;s ::=-::-:-;;:;;;: 26,..;:..;:<;<:.;:......;::.;;:;;:: A :: ::<_;;:: ::: C LAYER 10YR 6/6 C LAYER IOYR 6/6 BRED.-FINE E SAND BROWNISH YELLOW SAND MED.-FINE SAND MED.-FINE SAND 68" PERC TEST Pool TH-1 00, \T--H'"4 0 PERC 2RATEi<°�IIN(LI R=0.74) P#9,063 02'� f� 120"1 10.2 132" GROUNDWATER ENCOUNTERED VJ p PERC TEST: 13,380 \ \\ CU/D H .PERFORMED BY:JOHN O'DEA,PE-SULLIVAN ENGINEERING DESIGN DATA \ P 9 063 F WITNESSED BY:DONAL AL EVALUATOR N0.2911 \ D DESMARAIS,R.S.-TOWN OF BARNSTABLE Single Family [� 0 00 \ \ #H-2 AucusT 1,2011 -3 Bedroom @ 110 GPD \ \ TEST HOLE-1 EL 8 2 TEST HOLE-2 EL.7.4 No Garbage Grinder s 1 ...:;:.....................................::::_ (Minimum Design)8n) O .............................. - 5, :: : i s: i s:za �s':::::t:i :�.7.8 8" �z�if`�is�i�:i��e:�.<-.?�=t.±';t;i��a}��;.=':�s�:::.-6.7 Total Dail Flow=330 GPD \ ...........................................:..:................................ .. Use a 1500 Gal Septic Tank \ ::=:::.: ? ?> "<? :s? 1 ;Iziiav ': �J \ 8 ;:-;:::�;;::=:::t:a3z� '}:YI;'FSA'9is:;t:•t:::;a::�:;t::7.5 9 ::•:::::::<-:,,:::::.<::: .:... :-....... 6.6 . ......�: .....:.:--:.::-::.:- LEACHING AREA v \ 14" 7.0 17" 6.0 330 GPD/0.74 TAR 446 SF Required "`.. ::;::H:1::tI'.!''E =3.tR !$.srrr:::::i:::`s:: '::=: r$LAYER::Cf1Y31=5tflir::r::::r:::i:::: \ i. YIw£i t.'.if3�Ii flli#YVYi+1:=.... : .....ii nwi a i3 f is r;....i a 2 2 X 4 SF .............................................................. . :::.-:::.::-:::.:::::. ::-::......::::::::::::::.::-::::::::::::::-.:-:::::::.-:::::::::::::::::::.-::: Sldewall 12 3 0.96 8 ;;:;:::x :ems:::•::::.::::.:::::::: ( r ) r \ \ C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 Bottom Area=(12 x 32)=384 SF � 2 9 14.09 \ za":::tt:€t>;:.;:ts............+7 �........................._........s.9 3z^t::;<;:tt��:::.t:>:t<��a�r�t: xt..:ts>:ss>:s:.:ts::a.7 OLIVE YELLOW OLIVE YELLOW MED.SAND MED.SAND 468 SF Total Provided o �L• \ , �r \ \ 35" PERC TEST 5.3 2 0 Q LEACHING CHAMBER DESIGN 2 S t J/ w/f 25 GALLONS2MIN/IN<15 MIN. GROUNDWATER ENCOUNTERED 96" PERC RATE<2 MIN/IN(LIAR=0.74) 0.2 96" -0.6 All Pipes to be Schedule 40. Use D V I A i e ll I n 3 Concrete H-20 Flow Diffusors in a V ' / 12'x 32'Washed Stone Field as Shown. TEST HOLE-3 EL.10.5 TEST HOLE-4 EL.10.8 ............ ..-.........-.r....��,--:.- ........ ........................................................... .......:''.:_:_:_:_'_<:::...... :10.0 7" 10.2 - - s:;:::;�:YEIE�:DiLBK:�PBh'Y:6SF#:Bli"#34?N:�:;:=�::�: ::::;�:::YER:&::Tl•A$R:=O$hYi,SF�;BRQWN:�:�;;: A ................................................:...:-....:...........:::.::�:::::: .........-............ . . .. : 9" i::.;:.i;;ii::S:SAS.tI:iYA33�3:'�:;:::�:a::::::::::::::9.8 9" :i:::_;:;;i::;isis:;;::_3h33Yat? is:::a::>::; ::::z 10.1 (� ..................... ........................................................ ....................................................................... - i:.:€;B:�F;z1�dt�:�FSiYK�l�.:if:�:'..rtil::;: ;�t::c;�i:&:�T�•�R:FQY&��t3�:i;5i�::ir::iii: �J s:.t'tt:: #!'£HR ➢Y3 £f:KiAX#Y�si't t t`i;':T';Lf A33`81C{)Pl`T S6f 3AA�.....:::: Lot 58 N = 14"?ttt i t.a�s 9.3 15" :....;::::::: ........9.6 :_B...9:�:IG Pif8:.......... 2.88 Acres :.::..:::.. 1252450 S.F.± 24 :i:::::.::.::::i:...........�........ 2.5Y 6/ 8.5 24„: : :: :.:::_::: E2.5Y............-..................8.8 SEPTIC NOTES ° C LAYER 2.SY W C LAYER 6/6 W - OLIVE YELLOW OLIVE YELLOW Allowable Bedrooms Per Esto ries - 12 MED.SAND MED.SAND 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours 38^ PERC TEST 7.3 25 GALLONS IN<15 MIN. GROUNDWATER ENCOUNTERED 2.0 Prior to Any Excavation For This Project the Contractor Shall Make o t c 1 Proposed B e d r o o = 8 120" PERC RATE<2 M N/lN(LTAR=0.74) 0.5 120" o.e the Required Notification to Dig Safe(1-888-344-7233). GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 0 .� SITE PASSED 3.'V uerever Sewer Lines Must Cross Water Supply Lines Both Liucs Shall � (� Locate Junction Box Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to J outside of Tank Assure Watertightness. In General,Water Lines Shall be Constructed in REMO �• , Pump Power &Float Control �E UNSUI T PproxiM Cables Installed In Accordance Coordination With COMM Water,and Shall be in Accordance M,q TE ,q BLE o to nth Federal, State & Local RIAL W1 Drive c oV- Bldg. & Elec. Codes With 248 CMR 1.00-7.00&310 CMR I5.00. OF HlN 5 Way Alarm To Be on Separate 4.A Minimum of 9"of Cover is Required for All Components. S.A.S. L o t✓a tio, J Service From Pumps (� 1/2"0 Goly. Pipe 5.All Structures Buried Three Feet or More or Subject V For Float Sup port to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. X9. 76 s-o" 6.Install Watertight Risers and Covers to Within 6"of Finished Grade Over Septic Tank Compartment Inlet,Wall,and Outlet. 4"0 Sch. 40 PVC • : P 24"0 Opening Above 7.Septic System to be Installed in Accordance With 310 CMR 15.00& ROPOSE-D From septic Tank For Manhole 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable N � � D-BOX Compartment Frame & Cover Board of Health Regulations. 8.All Piping to be Sch.40 PVC. l+J: 0 9.5 TL RUST 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum CKS t0" Sump of 6". PUMP COMPARTMENT PLAN VIEW DETAIL 10.The Separation Distance Between the Septic Tank Compartment Inlet and Outlet Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend gidp7 Slab El, 0,59 NOT TO SCALE a Minimum of 10"Below the Flow Line.The Outlet Tee Shall from the J� Off-/ Septic Tank Compartment Shall Extend 14"Below the Flow Line, ee 4 and Shall be Equiped With a Department Approved Effluent Filter. /fie�e EX/S t/h g Garage Conover Thru Chamber Float Cables or The Compartments Shall be Interconnected With a 4"0 Vented PROP O O Finished 9" Min. Inverted U Shaped Pipe. �E PROPOSED J Grade Cover 0, ' O SE 4"0 Sch 40 PVC From Septic Tank " SCompartm en t P OSED NOTE 3Tle- Inv. 6.83 Iv i Drill 1 8"0 Hole ('1 Er � For Drain V ° `-/�7-/� Emergency Storage F To D-Box /vK 6 7 TA Volume 330 Gal. u� Min. 2' Cover / ' > Alarm On El. 4.23 J5N (� Pump `- Pumps On/Off El. 3.53 � a 2"0 Sch. 40 PVC o' Threaded Pipe Bottom EL 2.41 Secure Pipe at Top & Bottom of Chamber Stable Com acted 114 H.P. Myers Pump Base or Approved Equal* *Prior to Ordering Pumps the Contractor Must Confirm the Compatibility of the Existing Electrical Service PUMP COMPARTMENT SECTION DETAIL 8// F NOT TO SCALE CIO \ a9'e 0� X) AaV e Finish Grade / -� r C / _ N % ,3 (y; . �� 1"" &J Compacted Fill AND/OR 1/8" 1/2"O � B � Pea Stone 3/4" - 1 1/2" Double Washed 4 12' Stone Slab EL: 10.59 F.G. EL 9.6t CROSS SECTION OF FLOW DIFFUSOR NOT TO SCALE EL. B.08 Vent - Final Locatation to be Determined at Time of Installation so EL. 7.50 as to be as Inconspicuous as Possible i To D-Box Access Cover (typ.) (See Note 6) EL. 7.00 Septic Compartment Existing Grade EL. 9.6t F.G. EL. 9.9 (MIN.) F.G. EL. 9.25 MIN. 10' Net Volume 1,500 Cations. n *10" Tee's on Compartment Inlets PumpCompartment Legend: P eed: 14' Tee w Effluent Filter on First / Flow uili ers :�; �:�::is2;:;t::i;'is�:t�;:it':':;`_'•;;tt�;::.:::.:; .::::;��.`•;':�;�:�?:::2t:�: Compartment Outlet Net Volume Eq z P 50a 0 Gallons As Required *Compartments artments Shall be f n / Sign Interconnected w 4"0 Vented See D etail PROPOSED P P Inverted U Shaped Pipe EL. 7.50 Installer To E E - D Box Too El. 8.50 2000 Gallon - 'r 8.16 Light Post Confirm Prior To Any Work 2-Compartment Misc Manhole Septic Tank :?. ,.. . To Be Installed On fna+ Catch Basin Ufa a o6� P h c s 0 F ,ti �c Beddin "T"s & Baffelst�:� :�:;�;.` :�:;•'.•:?;::;: P� EA �N MASS .4 9, 9 1:: e»ses:ve ;:fi{...1rsef;i;: .`:;:::>:::::::::.::::: as Per Title 5 ..:::::•::r:::•: :............ 0 El CB DH s' y :< : kr:i +trr : ::itt+rM:;: ::::a:r:;..;::;>::>::>:> High Groundwater Jr: !i1 C. DEVELOPED PROFILE OF cP 7t+ :Riz:er`Yer(frfef:9r:"af:Ifs:s�': tflFri;::;::;:;';;: Per P# 13.380 V Guy C A �� Confirmed 12127111 �L PROPOSED 2000 GALLON (Adjacent Foundation Hole) Utility Pole 163 �o �� 2 COMPARTMENT TANK DEVELOPED PROFILE OF SEPTIC SYSTEM © Gas Gate G/STEP' ��Water Gate orvat Ow NOT TO SCALE NOT TO SCALE . s/ � OHW Overhead Wires - --25 Elevation Contour REVISION: Add Pump Chamber IDATE. 011121121 TITLE: Site PlanPREPARED BY. PREPARED FOR: NOTES: Proposed Septic System Engineering, Harve & Jane Beker 1.) The topographic information was obtained by an Sullivan En ineerin , Inc. y on the ground survey. Z At PO Box 659 4547 Livingston A venue Osterville, MA 02655 Bronx, NY 10471 2• The datum used is NGVD '29 a fixed mean sea -1-2-9-0Bridge Street (508)428-3344 (508)428-9617 fax level datum). A68A 7Ste?ble (Os tervill e) MA Draft: JOD 1 20 0 10 20 40 80 DATE: SCALE: „ , Review: PS December 26, 2011 1 = 20 Project: 30016 � [CI � theY�o ,' • arys Is nd• ' �Q 11- �• ' f _ andi gR I •p. / •a « � �,, 1 � 1i LOCUS PLAN Scale: I =2000 / — Assessors Map 93 Parcel 21-2 oOe oPTle — / �� \ / / ' / � � i _ _ Zoning RF-1 _ - - - - - _ _ _ — / \ / / Setbacks Front ide 151 , 7 � Side 15 Rear 15' Groundwatgr Overlay District: \y CPUA P (� M®rih Sad ,red) -- . � • l -'- .- - - ,y -3— 1............. In DUNE O4 `� \'• 1 1 01�1 �' SM25 \\ O ILi/i/ �\ 14 rRoPeR gpP.Pc)NPJ"� �` a Q i - IIN, I ,' _ — _ _ -6 — (D � ➢ z \ (��s i ` it i - —1 U W24 / O+ cfli /// I �11 k. I Il 1 O Z L / O I Cn / / I 1 1 0 3 (31 I d, _ ► N o I 1 I Upland Island n s N h� 1 I ( / / >:Vc / 1 I rj n oa I I r 1 i i / ! ! ! f I S1412 SM23 i (:�� Z hQ). JIL \ �� i/ I f N Salt Marsh VG i ' i%I D N Edge Of Salt Marsh % I 11 / / I I Ii I Edge Of Salt Marsh I s As Flagged By ENSR SM22 Il As Flagged By ENSR -Nj �► AL G I �SMII / !1 Salt Marsh 11 j / 4 SM21 j l / 11 1 A Cb SM10 I Lo 4 / i (b / / ���• \ \ m U1 O ,O1L71 / � PASSAGE P�-ATFgzM `• ,1i / C� M10-Po1NT �� ]YfL L f 00 41L UN I ( rl � AL v N F �� E // LitIL \ i\ CREEK I Suzanne T ut er Tr. N � 6 8 � 9 35.85' / �r S 88 54'13" W TBM > Edge Of Salt Marsh Off' N (n ,� N F r As Flagged By ENSR o 9y �vD o rn I u m Edge Of BVW / m 0 A _. ' n N As Flagged By ENSR _ _ I Z1 .PROP P_' A/ a^, 'V N Z / WIDE PATH '5' '� /� O _ 1 I I / I ems'�Oe, * D I N wog. `. CD r T' \�\✓ PL FORtvtN- LI_qc i i 1 s N o RopF RLjr\i R 1 I (\ \ � �`/M1IG Tip 1 — ➢ I \ 1 \ ?tir o� k AA —TI �\\ T,6 o2r K_Cle , b Fb0L AR A oulvc ' ( ( I� zo x yo �I X fI � PoolIV 1• / t OD \c 11 PtgR, � O xfi / U I I U • / ?. PROP s ORYY��a������` tt..C,,, \ /•2. \ 0\\ D aW/F ,pwELLING S / -1 00 N rJ t l-1=AC H �I�='_ '%•' ` I I to I 1t9VIS><D PLAN SU811ffiTAL 5I1!$IT RR�Ory ROOF-r r `_ �` • i� I C .l r$Z't ffi: ��K-a 5I .. 2 cT N 1. RIVE c 1 !r+ X I U o PROJECT LOCATION: ,46S I 10 f 9ToRAGE ;/ 'This project has almaAy been leaned an Order of Conditions OR Ch"k Ow Of Conditions D not yd as, d idtS 1 2 -0" This plan will be considered an D.0 g 27x6°DECKING 111 M r Fd9e MIN.SPACING I A u u L ;•w � 9110 Zx6°CROSS ti BRACING b 4°x4"POST(@ N i e 8 0 O.C. A Directions: from Hyannis take Route 28 PLAN VIEW �6�'� ''II LRe.,IsE HcuSE FOOTPRINTANO 0RIMNTATIONI towards Osterville; Left at lights onto ,`QyJ 06/0,/0/ ADDED PLATFORM a, GA.ZflBO Osterville West Barnstable Rd. to end; Scale: I = 40 Typical Boardwalk No.I 81 No.2 CEM6vc F p GAF-7 ,flo 3•�N hlo Left onto Main Street; Right onto Parker S� SECTION B—B 07/ ofFta'JISMD Hou5• pod-cPR\cvT AND r O R1 QMTAT 1 ON l 2sOI Rd., Right onto West Bay Road and stay �Q� Not to scale 01/ REOU�Eo L6NG'�'>t+ of SoAF2pV/AL\i �-- felt onto Bridge St. and follow over the ?,S\4\S\orl 0%/11/01 AOD6D FAST Ti2L•P.TMr=NT SYSTEM bridge and site is on the right. Title: PREPARED BY- PREPARED FOR: NOTES: SITE PLAN 1. The proposed dwelling lies within the FEMA 100 year floodplain All(EL 11.0)as shown on o FIRM Community Panel No.2500010018D Revised July 2, 1992. s Sullivan IEngineer'ing, Inc. C�9 262 BRIDGE STREET REALTY TRUST 2. Any enclosed space below the base flood elevation 11.00 NGVD will be for storage only. This PROPOSED HOUSE , SEPTIC SYSTEM Po Box 659 7 Par!_ Rood 2150 WASHINGTON STREET 250 space is to be designed to automatically equalize hydrostatic flood forces on exterior walls by $ rt allowing for the automatic entry and exit of floodwaters. Osterville, MA 02655 Osterville �2655 BOARDWALK _ _ _ N E W TO N� MASS. 3. Floodwaters will be allowed to flow in and out of the enclosed space through a minimum of Z LOT 5 B - BRIDGE STREET (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420 :995 fax openings in the foundation. The openings will be sized to have a minimum net area of one square inch r eve foot of enclosed su ect area. The bottom of the opening shall be no higher - - PSuIIPE®aol.com capesurvc�ap c.od.net � every square � � g � 0 ST E R V I LL E s MASS. than one foot above grade. The openings may be equipped with screens,louvers,or other devices that allow the automatic entry and exit of floodwaters. 40 0 20 40 80 160 Field: RRL/WHK Draft: WHK t-'Iv v'5 4. The top of the concrete foundation shall be set at elevation 11"1 and the dust cap shall be set at an elevation equal to or higher than the adjacent finished grade. Date: - Sco/e _ _ _ - _; �COMP-: > 5. Some fill has been added to the easterly portion of the property so note that footings/foundations j-Fi RRL Review: RRL / No vembe 2 O ;20 0 D A s Shown - -j shall be set on natural grade or designed accordingly. Pro j. # C-326 Drawing # C326p 1 ATTACHMENT A