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HomeMy WebLinkAbout0030 OAKDALE PATH - Health 30 Oakdale Path Osterville A= 230-110 ' 9 # ` Sb 0WN OF BARNSTABLE 2,� n LOCATION . 0/akJD4 c_, P9-r>- SEWAGE# 2 b 0g -V 0 7 D V3LLAGE 0 S ASSE S SOR'S MAP&PARCEL 7 2 U 2-u —CCJ Z INSTALLER'S NAME&PHONE NO. /t/On-'1�o—<.� S'4y,�•.�— Soc9 3`f3 947� SEPTIC TANK CAPACITY Z o v 0 LEACHING FACILITY:(type) 7—,P° (size) Z 6 3 NO.OF BEDROOMS OWNER R-ye-o.J &J,-d"? 2- PERMIT DATE: I 4 0 a 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 /'�[G },�c3 ��t-c_vas )/ 4 �. v O � i v z 9 • � 3 i • . I Z 3 3 !v 3 7 0 �i� • s No. ,1[1 v r` N.e.. ® 2G�! 4 ����V It Fee S HE CbMMONWEALTH OF MASSACHUSETTS vlYes �j Entered in computer: � PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MA SACHUSETTS 01ppYication for 3Digpo2;a1 *pztem Construction permit Application for a P o,Co tract(v}Repair( )Upgrade( )Abandon( ) complete System ❑Individual Components po Location Address or of Nk_1;D Owner's Name,Address and Tel.No. Dyer � x1rS °MW_ ,* 6A in K%L Zkrcl Sahnsan Assessor's Map/Parcel 17&WAtvkir.% ®7Z.-070-00 Z C T j 07 o Installer's Name,Address,and Tel.No. Rai La�e,,C Designner'srrName,pAddress and Tel.No. -suWW Q.O ,.Sox i 10.5- Sex r saa-3oa -tj47y t ;lle sag-t{ -3 4c( a - Type of Building: Dwelling No. of Bedrooms 7 Lot Size 1.3fa arc.. Wit. Garbage Grinder(M Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 7 87 gallons per day. Calculated daily flow 7770 gallons. Plan Date-_s�SS r7.d Number of sheets Revision Date Title i�2 P94r� R-`"�"�4 TAR JV e(Y1Rr�1� Size of Septic Tank ZM O&i Type of S.A.S. '7-5Qa Coed. c�r►,L�S i r\ // Description of Soil(�q,zgS) O A`F_�g_ 0-7" E'Lg"Fg- 044-sc S4�M16 j-Z9° L!tiaer Cey,-se Schca '7 y -17-4 C y C c�Pse Sn..�1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the c struction an maintenance of the afore described on-site sewage disposal system in accordance with the provision it - of t vI ental Code and not to place the system in operation until a Certifi- cate of Compliance has b is d' y gne A Date f �o Application Approved by "_ Date Application Disapproved for the following reasons Permit No. c1d - Date Issued — —U �� ------=--- -----------�� ------ No. �ti ,. � �'"..1/ /� li( �_n Fee SV /� G THE C'@M1111'6?JWEALTH OF MASSACHUSETTS� Entered in computer:t� :r - 5..? '+►' �(�y. Yes PUBLIC HEALT° DIVISION - TOW_N OF'B/KiaNSTA M'SS ACHUSETTS 1pplicatior�' -Migp.0g�r�pgten� �ougtruction:Adermit 'Application for a Permit to Construct Repair Upgrade Abandon pp p` ( )Upg ( J ( ) .®Eomplete System O Individual Components TA 2 Location Address Lot No: � `g py�h Owner's Name,"Address.and Tel.No. Q�, � / «ar��Salor�n 1{oJrirdl.`St +t�san Assessor's Map/Parcel —" ���� s 17 rr0Yt64kk7ra� —0 O—Od Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �, SOJ'-yoo-eoa�oi e�\� p,U.fox t�SY ox.(3 ! 9nS .w sua- r s- 47 ;t Type of Building:i � {, Dwelling No.of Bedrooms Lot Size(, Cc�r {. €t. Garbage Grinder(Ai() f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 7 R7 gallons per day. Calculated daily flow :770 gallons. Plan Dates rn) Number of sheets Revision Date Title Si 4��4Ca RcoPa=:rnl :504p:Myp(ec#_s --- � ' Size of Septic Tank 7ao6 GAL, Type of S.A.S. - o . c s _ Description of Soil 73 TZg4 0 s A�iEg_ '7—7?1V ( n.rDr Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement:.;!` `a.1 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 the Enmental Code and not to place the system in operation until a Certifi- Cate of�.Compliance ha�en`issued'by this-Bo af-'Health. dS gne� `/ Date 7�d Application Approved by lam. 04tZ 12s Date S11—5-0-5— Application Disapproved for the following reasons Permit No. 2 udr- mw' 2ux nao 7 Date Issued ————————————— 1—————. . THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS --7&da ). (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(.%J Repaired( )Upgraded C ) Abandoned( )by —_ at Sow\ Wh rZ,S6 �-lr,.konr e ?GU�'-A)7 as been construct d i acc rdance with the provisions of Title 5 and the for Disposal System Construction Perrm`t No. v dated I Vla Installer W?""O rA P.V"a c X A C_ Designer The issuance of this permit hall n {be construed as a guarantee that�system wiped n as designed. Date �7 / Inspector -0. Mo Fee �-� o-77 THE COMMONWEALTH OF MASSACHUSETTS -IJB°LIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwigwt *p$tem Construction Permit Permission is hereby granted to Construct(,/)Repair( )Upgrade( )Abandon( ) s. System located at dn1Ae-An6 ?4t QX,•�4c4�t�r� 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 m st'be completed within three years of the date of t 's!�,rvo,.- Date; ) Approved by -r l Lf OS f Lo ---- --- ] U•Ili �.t.A h�' :A r t 1.7;n ! Y ovrA r I i j ' 0�lire FECr I (� ?1JTz•( E I hG ziew�;;:;7 i II I - �, 47 C. c rjr i' jz ti1I =. n A ru v r17ht 4. -t------ - �-- ---�.�— — --j��------ - ----mot=- _._ - - - N-Jvy r• I Ali►a axon t-4 L" 21" LJ Gi0-17., I ff I i. I r 1 % `IE(i01-1D Fwor, ''r�i h,;,,% I/ev'a i,-o„ r I Ll J IL 4�7 i '-4 N �r fir,,�?•�'b'L /*,. ,� IN - - ' -1 s C BSI CP. DATE: REC. BY LM514tU 1TO,,, of Barnstable SCB]?D. DATE: 4 Board of Health iy 36,7ain Feet, Hyannis MA 02601 jV1 Office: 508-862-4644 Susan.G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.Fi. Ralph A Murphy,M.D. VARIANCE REQUEST FORM LOCATION `` �, Properly Address: � Q&�a�P ,,Ath Q� U fcj (0,rA r6lrl Assessor's Map and Parcel Number: 67Z. OZe^L'®'Z Size of Lot: J,'6Cv AcatvS Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLIC.4:NT'S NAME: r rLca�����'���.1 Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: 41,qr\4't-&,.6Nr4 'Awccrt -&u4►nSa L-, Name: �Ik�Liiera E�cne?<`%Ac. L7 ►fM-ALoV, -V-re,ik PO M (O Address: C�ta�,�vv� Tw�,vlh� �1P`S' C1�7�Z Address: 05 $i('r1 0 PSS r. 1 Phone: �l 94� 76/ a- Phone: 908—4ZB"13T—1 VARLaMNCE FROM REGULATION(List Pug) REASON FOR VARIANCE(May attach if more space needed) u�l 7 2�e&-aAtv'C _ NATURE OF WORK: House Addition Cl House Renovation ❑ Repair of Failed Septic System ❑ Ch pklist(to be completed by office staff-person receiving variance request application) �✓ Four(4)copies of the completed variance request forth Four(4)copies of engineered plan submitted(e.g.septic system plans) —,! Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) r/ Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) . �} Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same owner/lease.-only],outside dining variance renewals(same owner/leasee only),and variances to repair failed sewage disposal systems / (only if no expansion to the building proposed]) R1 Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman . NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ s July 11, 2005 Town of Barnstable Board, of Health 200 Main Street Hyannis, MA 02601 RE; 50 Oakdale Path,-Osterville To Wiom It .May Concern: As owner of the above referenced property,please be advised that John O'Dea and, or Peter Sullivan of Sullivan Engineering, Inc. have my permission to represent me before your board in all matters relating to the septic system in my planned home. Please feel free to contact me if you have any questions. My phone number during the day is 21.2-902-7092. Sincerely, Mark Howard-Jo sore ! I ( E I ! � I i - Uti� Gush �daT I►JL� UP- Vitt. � ,I ' r►� . I l•A.�( r00 � -+4 �s j• , L ��fi 6�i1G,eiY '1._ <s, - si t l i j I x' , iei is �i.II�I�d®• bads 1 I -:tom O T I.o 40 i pMAP I 1 j PEE Dt,470H 4 } i ' II ZFLvh. 1 1� Ln 6 � 1 i r I I ! �\ f'IEGOi-!P �IAflR.pt%3l� i i i � I �ILs V V ,PJ�f712C+0M 1 �`K I EfA AIM pw FIT i _L INI'rIb,L. 1-77-L)r7 i CAb, :/r'lue,47r cat_1 mraM'l !-�O�J�l.tZ D—�.J©N�.l h c�t-1 ¢�h I !�>i 1,l Gl �I •'\\�; `; Ti f L" /®� �_ 21 Gi�Grio� b�` fara�lZ, r Town of Barnstable nnar�yy�♦��yy yy�} R 16 Board of Health P.O. Box 534,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. Jul 1, 2005 Mr. John O'Dea Sullivan Engineering 7 Parker Road Box 659 Osterville,MA � SQOacldPli� lU1111111stNNI > illeNIa 0200Q2 Dear Mr. O'Dea, You are granted permission, on behalf of your client, Mark Howard-Johnson, to construct an onsite sewage disposal system designed to be connected to seven bedrooms at 50 Oakdale Path, Osterville. The septic system shall be constructed in accordance with the submitted plans dated July 5,2005. Sincer y yours, Wayne ler,M.D. Chairm BO OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/OdeaJOhn7beds t Town of Barnstable Regulatory Services KAM � Thomas F. Geiler,Director _ Public Health Division -Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 , Office: 508-862-4644 Fax: 508.790-6304 Installer&-Designer-Certification Form -- - - - Date: 3 20 o Sewage Permet#?,aid-�c a) Assessors Map\Parcel- P_r,.r ce __0" Oa•. - Designer: 5�:=,r i 1 Gy. . c`',tp _. ,,, c . : Installer: - o $eX `i 2S Address: 6 5-11 'Cskril,lAe Address: Ilya 0 Z 4 C37- On was issued a permit to install a (date) (installer) - . . septic system at S v D s k d a e based on a design drawn by (address) SN 11 V6.01 e g 170-c dated z o0 8 (designer) ✓ Ice that the`septic system referenced above was installed substantiall rtify Py C5 � according to the design,which may include minor approved changes such as. n of the distribution box and/or septic Ptis tank. lateral re a 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. (last er's_Signatur_e) T __ SU? Na. 2033 ST �gAL (Designer's Signature) (Affix Designers Mini 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:Health/Septic/Desiper Certification Form 3-26-04.doc jYS tUS 7 ALCt0 14`v f-e 17LPa V W IT A (e_lff5QtC T To 1_�0 EXIS 1 I N6 S�2C.�ibee ]�a��CL II�3Co. / (3yC)� .a--1� 0 L, Town of Barnstable P# �28 Department of Health,Safety,and Environmental Services Public Health Division Date 1t -if -4� 367 Main Street,Hyannis MA 02601 S RABNBrAarl. ,NABS263 Date Scheduled- Time jj:2-�g no Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: PE-rL 1Z BULL l t1,4/✓ Witnessed By: S. DUNNI NG•— . *t >::.: ��✓ 1`r4, l�Jeil1,A 4,. �1t1�1t4\.................... Location Address Owner's Name p14LI L M'CLL.0/1-, io5'p 0A1CDALE P4IN ost�rlll A114 Address gsyo /YJ/LL /2EdF 2 D 4PPErli/L1-151 V.4 Assessor's Map/Parcel: 72/2 O- Z Engineer's Name .SL/LL i A,,4 A- 4'/YR1/VX-E2JN NEW CONSTRUCTION X REPAIR Telephone N 57U6r.-412 P— 3 3 S/y Land Use L.i Slopes(%) -8 Surface Stones — Distances from: Open Water Body 7.50/ R; Possible Wet Area&O R Drinking Water Well IV A R Drainage Way lVd ` -ft. Property Line 2 D It Other rY� R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) S 07*5 .480E' JSQ•00 1 •1�'41 ti ti ef�001 2 p N-Z D N-t 9Z po-� oh o= 74 Zip�� p� Ot� ' 4 G I q-483.,90 , C d OA K40ALE P,n-r� `S } LOT 0 04 Parent material(geologic)O!/f 24.5// Depth to Bedrock L Depth to Groundwater: Standing Water in Hole:Nof EryCriuiytED Weeping from Pit Face . Estimated Seasonal High Groundwater GESS 4AI EL. S 0 PC-VP t ::>::r<;%;iis:::>::>::;::>::>::>,...:................:...;.....,::.,;.,;.......:..:..:..::`...:..:,..:.. ........;;..,:.::.::..:..•;:.; :.......... ................ ASf4 .: G` .;;:.:::;:::.:::::.::::::::::.::::::::::::::::.::.:::::.::.:...<.;:<.::.: Method Used:'raWIV aF BAi;Ai-0 4RL F tr`ri"DUi✓»N/l��E/e. Ca/L�ouY. {�Yl/9 1� Depth Observed standing in obs.hole: No IyC in. Depth to soil mottles: Alaly- in. Depth to weeping from side of obs.hole: kJaA16 in. Groundwater Adjustment VwVe' ft. .-Index Well a___•_•_ -Reading Date:'—,--- Index Well level -._-_ Adj.factor Adj.Groundwater LevelXXXX _ PERCCILATIUN TEST' nrte Ttme +A;a • - 2 S �rALLa'w GESs th�1/v /siY1//v , Observation Hole 0 Time at 9" �/�'� Depth of Pere Time at 6" e Start Pre-soak Time @ Tz)(2 \AJ/4>Z k't Time(9"-6") End Pre-soak Rate Min.Anch /N 82es�,-& Site Suitability Assessment: Site Passed E Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant Depth from Soil Horizon Soil Texture Soll or , Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % I (SINE NIFEDL-s © LogF/,v 4"t r Q I�— 7 �I s oti� l oyR ,i YL LLGw Brow 2%m+bR+vv�C -7 z 9 1311C a, 10 Y2 S 6 p / Z �6LtO[V t r�6 L G G 2 ram.N I Lt• 1 2 t C� B R 1✓ 2,4 SE .R DEEP OBSERVATION LOG HOLE Hold# 1a .... .: .. ..... . ..... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(ln.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e PIN6"tp,E' CO 6B4cAgfter O 7 t3rowa e: Cor9/-M- 5.4410 lO Y2 S � u ELL• BrOwit- '"7`- 29 (3.wL rr� sAyo 1.0 Y S 6 L F' YELL. BrAl 29 120 C-kAMEF s lG y2 .. DEEP QSERVATR. tUN HUY�E ,OG Y�ole#: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e DEEP OBSERVATION HOLE LOG ey. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. e Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes z ,. Within$00 year boundary No— Yes Within 100 year flood boundary No— Yes (Depth of Naturally Oct:urring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? es If not,what is the depth of naturally occurring pervious material? 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PANTRY _ -COLU ' IIIIIII• � � ' A .. s G, A � 0m A II bto_P—s'-s•_ IJI ofI I •1d • B N �+ 4 WI MFwQW/�17 N a COVERED ----J PORCH ca �rFNWEa OMFFHOICE FOYER C OM 06DINING ROOM v ROOMO w a 5.L 5.L Q 3-W V-r 133 COVERED N �O2• PORCH b zz CVk + _ / _MN$ COLMk. Lu�ROOF ABOVE A50VE UN ROOPEO zALCILIA & O4Kw OO 1/(511= 1 1-011 s'-T r-1 O' 4'-I r r-0• 3'�4• 2'-O' a-1 r z•-1 a V-T LDATE ram• &6• 1 6• 1 °'•e ram• 1 s'a z-0• T 4• z-0• IN A* 9/`J/200(5 34'-0' 9&-0' PROJ. NO. FIRST FLOOR PLAN GENERAL NOTES: I.) CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS 5.)ANY D15CREPANCIE5,FRRORS AND/OR OM155ION5 IN THE NOTE5. 28-27G 4 DIMENSION5 IN THE FIELD DIMEN51ON5,AND/OR DRAWING5 CONTAINED ON THESE DOCUMENT5 FIR5T FLOOR 3015 5.F. 5HALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO DWG. 2.) CONTRACTOR To VERIFY MATERIAL5.DETAIL514 FINI5HE5 SECOND FLOOR = 18O8 5.F. COMMENCEMENT OF CONSTRUCTION.PROCEEDING WITH CONSTRUCTION COVERED FORCHS 949 S.F. IN THE FIELD WITH OWNER CON5TRU7ES ACCEPTANCE OF THESE DOCUMENTS AND ANY DtSCREPANGES, 3.) ROUGH OPENING HEAD HEIGHT OF WINDOW5 AT ERROR5 AND/OR OMI55ION5 BECOME THE RE5PON51BIUTY OF THE ® SMOKE DFTFCTORs FIR5T FLOOR TO BE G'-1 V ABOVE 5U5FLOOR BUILDING CONTRACTOR. 4.) ALL WORK 5HALLCONFORM TO THE MA55ACHU5ETT5 ® CARBON MONOXIDE DETECTOR5 STATE BUILDING CODE AND ALL OTHER APPLICABLE ©COPYRt6tiT 2008 LOCAL CODE5 BYThOMAS A.MOORE DESIGN CO. W 3O4O' S-O' 104' 5'$ 10-V 5'-9' IO-4' 447 Z 3'-9' pZ p0 O �`'G�p w 4 D g g z rM L L L L L L g0"ora A b _ IwwpyO w R R ! R u b BAI H#1 `° VQD & I a PAN®. P/Wt�—J a co :�e7G 4 MASTER BR BEDROOM#I : z6 BEDROOM #2 � � .... BELOW cf. O / M § LAUN ® b O p BALCONY UNFINI5MED ®q hALL fie• N BATH #2 C STORAGE V 7.T�t FOYER F — - - •v _ 02 BELOW r WALK-IN i; Te' a rd' a'4• GPM To � CL05ET ® A 3 _ a ��N ROM -- —I-- r----- —� BELOW � .2 2'c- BELOW 24 BEDROOM #3 P4 (ropc"ROOF Baow[7 BELOW-� �ZI Z ql D w' - ' O 3-T 2-10' 9-T 3••T 2.10' Y-T H � 1A O 617• G-& 0.0' 7-4- ra L 134• (GABLE DORMCW - (GABLE D0RMIQ - - 4'-6' 3g-a SCALE CLII_ I I'OII I TV72'-0`- � /CC.JI SECOND FLOOR PLAN - DATE 9/5/2008 WINDOW SCHEDULE WINDOW SCHEDULE PROJ. NO. TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS r(nl MANUFACTURER5 UNIT ROUGH OPENING REMARK5 A ANDERSEN 3052 3'-2 1/8'x 5'-5 1/4' DOUBLEHUNG H TR3022-2 6'-3 13/16'x 2'-5 1A" FIXED TRAN50M wl NARROW MUWON 28-276 B 3052-3 9'-5 1/2"x 5'-5 1/4' D.H.w/NARROW MUWON J 2842-2 T-7 13/1 G'x 4'-5 1/41 D.H.W NARROW MUWON C 3052-2 6'-3 13/16°x 5'-5 I/4' D.H.w/NARROW MUWON K AW21 2'-0 5/8"x 2'-4 7/8, AWNING D 2442 2'-6 I/&x V-5 1/4' DOUBLPHUNG .L ° 24310 2'-6 I/8'x 4'-1 1/4, DOUBLEMUNG E 2446-3 T-5 1/2°x V-9 1/4' D.H.w/NARROW MUWON M " ° 28310 2'-10 1/8"x 4'-1 1/4' 1 DOUBLEHUNG F 2446 2'-6 1/8°x 4'-9 1/4, DOUBLEHUNG N ° KV4446 3'-8 1/2°x 3'-10 1/2' 5KYUGHT G I OVL 20 0 2'-0 1/2'x 3'-0 112' OVAL WINDOW OCOPYRIGHT 2008 NOTE:VERIFY ALL WINDOWS WITH OWNER AND ROUGH OMNINC75 A2 BY THOMAS A.MOORE DE51GN CO. WITH WINDOW MANUFACTURER 2 p W zw 9 1'6' Ia-s• r�; 1a-s•" r6 1a s• 1'4' 1a-s' r'6' Ndz �2 go �OR Ii.i) wN�OQwN .. wwwwow z OFF- 0 Elk- CONE. 3-1 N4 x I j 7B'LVL's GI � m C4 co A � a ¢ A • c � 1A O � v 4 3- 9r •x la'L 5 - N `71 1 • .la I oc - 1 0 0 O V to •• 9 o • v f1G ALL I �m we ALL _ � § N 'NN E I J ca i iT ID�0�� W ALL p F a�.. J wow o Ora xzz IF w � — — — - - — - --00 2- 3/ 'x 4L � F•1 �5 1�� D CJ 1 ATE . t3'-o• 21-01 T-a• 21-0• 13'-4' 9/5/2008 28-27G DWG. . SECOND FLOOR FRAMING PLAN A6 OCOPYRIGHT 2006 BY THOMAS A.MOORS OE51GN CO. 1 w Tyr. ROOF CON5T. Z 2 x 12 Roar RAPBt9®I G•oc. Ill'CLAP PLYWOOD Boor 9nrAmING o CBUI� • -A9PWLLT T PN 9niNGLES TYP. ROOF CON5T. SECOND FLOOR 191b.rBIT PAPER 0 -e'n1-R BATr IN9lnwnoN a'I-�d��o _ x o.e. -` ®SLOPED CeIUNG9(R-30) " o�-w¢��Iz / 12 MTCGUNGB -Ot 3W W d b s PA f) / -2x 12 RIDGE BOARD _ ~I wwwwZw� 12 / - / u{ 10 Oz rl=-�mal=-u 10 1a '// 5TO NRJ�E D O 12 / 3µ•T 4 G PLYWOOD - - 12'GYP.BD,ON SECOND FLOOR2*IS"®tC o.a / 9UBfl.00R.GW®f NAIL® - - 1 x 9 STRAPPING®16•o.e. 9UBPLOOR —— Tot,OrrIA 14'TRL58 JOIST®1 G'ox- OW.ALUIVIKIRA CONT.AWMINUM - - - 90m WENTS t A cc c 90PFLT VCNI9 - - ' .I x 3 STRAPPING 0 1 W o.a. - p� MAKE-UP WALK-IN I MASTER TYP. WALL CON5T. DEN/5TUDY AREA CLOSET . TYP. WALL CON5T. O BEDROOM HOME OFFICE -2 x G sTL1D$®1 G o e O I s 2 x 4 STUDS®1 G•o•G• - -1/2'PLYWOOD 9numING q, �� Bp- -S'BATT DOULAnON Ot-19) MA 9/4'T 4 G PLYWOOD 3H'T f G PLYWOOD -1/.0 GYP.W. 4 �SUBPLDOR.GWED 4 NAILED 9UBPLOORr GIUPD 4 NAILED - -W.G,'NOR T SIDING �.t FIRST FLOOR -9YVBC OR'1YPAR' ^I 9UBPLOOR - 14 TRESS JOIST A 1 w o.a x 10P.T.JSTS.0 1 G. 14'TRL198 JOIST 9 1 G'oa. • BATT. & 3-1 3/4'x 11 7/4'WL GIRT. - • ( 0 INSULATION Ot-19) FULL FULL 1 WAtl5 BASEMENT �e N , BASEMENT oWMr� IDLE 4�9.f mOLE DAMrPRoor ALL wAu9 OAMPPR00P ALL WALLS '.' ' BROW GRADE U BROW GRAM 'CONC.SLAB - 4'CONC.SLAB • 12'.2a° TYPICAL 1 r x 2, - 'o ` •BUILDING SECTION @ DEN/STUDY/Wi.G. 9 �;G � . . . A BUILDING 5ECTION @ MARK BR N S I a12 ca �a,�m 12 0 �10 10 I �? CD a •.- TOP P PLA7L SCAM FLOOR, x AT DORMERS x o.c. GELLING o A / � . WOW HALL BEDROOM#I ��` BATH #3 BATH#2 BEDROOM#2 12 All SECOND FLOOR 000®1G'o'c' /// \ �,, RppR - 2. SIJBPLOOR TOP FLA IVTRUSS JOIST 0 16'ox. Tor OF PLATE I a'.TRUSS J049T®16'o.o. Q % 1/r GYP.W.ON 1/2'GYP.W.ON I x 3 STRAFI%W 0 1 G'o.o.. - 1 x 3 STRAPPING 0 16 COVERED FAMILY COVERED DINING BUTLERS REAR COVERED W 4 PORCH FOYER 4 ROOM PANTRY HALL PORCH �'+ O ROOM PORCH --- SW T 4 G PLYWOOD 4FIRST FLOOR sw T 4oRL � 4'CONC.SLAB I/QII I I-OIL PIRST FLOOR SUBPLOOR-GWED 4 NAILED' V SUBRAOR SUBRODW x 10 P.T.JETS.3 1 G'o. 14'TRIJW JOST®19'ox. NUNNI4'TRUSS JOIST®16'oz. 3.1 SW x 11 7/O'LVL GIRT 9/5/20013 FULL FULL —Tyr. Lre DICOWMNS - BASEMENT BASEMENT 28-27G 77. . . 4•CONC.SLAB - TVIFICAL Wx 3G'x 1S' COCOPYRIGHT 2008 BUILDING SECTION @JFOYER/FAM.PM. BUILDING SECTION A8 JOIN. M TL R'S PANTRY BYTHOMAS A. MOORE DE5IGN CO. 12 oyyZZ�V TYP. ROOF CON5T. w z do m 2 x 12 ROOF RATERS®16'o.c. -1/r COX PLYWOOD ROOF SMEATMING -A3FHN-T ROOF 9NIWAM z I SLB.FELT PAPER INSULATION AT TOP OF PUTS -®MSL�CEILINGS(R M DORMCR9 x ' .. .9'BATT INSULATION - ®PLAT C13UNGS(R-30) 2 x 12 RIDGE BOARD Z 1 a BEDROOM#3 HALL _BEDROOM#2 � Q ` 34'T 4 G PLYWOOD - A �+ 5LCl.7ND P(IDOR SUBFLOOR.GLUED 4 NAILED s [�,� 5UBPtOOR ' 1 TOP M4 CONT,ALUMINUM -- - - - - U2•GYP.W.ON 3-1&4'x 141 LVLb - 1 x 3 STRAPPING®I Wax, r - LIVING BREAKFAST COVERED all ROOM KITCHEN NOOK PORCH Q 2 x 4 STUDS®16'm. TYP. WALL.CON5T. W W/U2'GfP.BD. =2 x 6 5TU05®I G'o.a &4'T♦G GLL/EO GLLICDY YWIJ�PLYWOOD (51oE,s 9UBttDOR. - -1/2'PLYWOOD 5(7PATHING FIRST FLOOR -6'BATT INSUATION(R-19) - -5UBIYOOR CCC�""'�1 I/2'GYP.W. .. _ - - - QI 0 -W.C.$MINGLE SIDING - 3.1-4'xI1?/&MGIRT - - z MT g' WAUS FULL T1P.31/2'01Ay MlDmcBASEMENT—.. ., $Tee UwrcotuMNs - I DA LLS MPPROOP AM WA - - - _ - BELOW GRADE NC- 4'CO 51A8 • _ .nt 2'1 x L—J TYPICAL S6'x SO IS' `-_J • • • �.. - CONC.FOOTINGS BUILDING SECTION LIVING RM./KITCHEN x � 0 a v � ♦ N ♦ Q SECor(D F(AOR (LUG x o.c x ( § UNFIN15HED HALL BATH#2 \`!\♦♦ rW 05TO • 12 �\\\♦ �Ea 0 SECOND FLOOR : Z I SUBFl.00R —— ... \ - - TOP OFPUTS 14'11MIS5 J015T®I o.e. 14'TRU IST 9B JO ®1 Mq COVERED DEN/5TUDY KITCHEN PANTLLRRY5 Z+ O Ln PORCH HOME OFFICE FOYER L FIRSBTOOR� 14'TRLJS6 J05T®16'o.e. 14'TRUSS JOIST Q 16'o.e MM07 TOM DATE J/5/2008 FROJ. NO. BASEMENT BASEMENT 28-2 7 G L--J L--J L--J L---� L--_j I----I L--J L--J A9. 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BREAKFAST ~ :A (WALK-IN I MASTER 0�q 1 � O N ---------- ICL OSET= 3'xC BATHNOOKI 0 t V-V r-4 - Tus `. NLL �N MASTER I � BEDROOM . b I (VAULTED CEILING) I PKT.00• I raYca• ._ _ - a'-0• 21-e' N N rKT. t ROOM KITFCHMN i acrra�a _ --_—————— / (p�j/� 13'-0, MAKE-UP � - urovr vn OWNER) OI W. D.-� — - I C+ W O V qq a 0 UN. !I wok 5Hnve5 x BUTLERS AN DN MT. PANTRY r-- I--LINE Or - Mom UTILITY COVERED L _ CLOSET ---- - ---- _ I b § C�2 x Rai x Y --- ---- S —�— J 02 I PORCH t _ ti FIT owoR5 b `� a J - HOME OFFICE I I FOYER 4' a-10 fA - tic I I (tom-ADD .I Ho OLp *04om L3 RVING OOM ROOM ° W-1 4,-- c ALgPORCHRED NF-41�--- - �- - - ----COWMN5 11N WtN F F M'IN LUNE Or ROOF �� © ©. ABOVE LINE ROOF z .I wl E AL •J I/811= 1 1-0II 5'-7• r-1 CrA•-r 1• r-a 3'-4• r-a 4'-I I• r-1 d' 5'-T { r-c e•.c• ram• s'-0• i•�• ,yam r-c g-1a ` l3•-A• z'-0' T-v ra 13'-4• 9/5/2008 Fl RST FLOOR PLAN . GENERAL NOTES: 1.) CONTRACTOR 15 TO VERIFY ALL EXISTING CONDITIONS 5.)ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS IN THE NCtfES. � 28-276. F #DIMENSIONS IN THE FIELD DIMENSIONS,AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS FIR5T FLOOR - 3015 S.F. SHALL BE BROUGHT TO THE ATTENTION OF THE DF51GNER PRIOR TO �• D SECOND FLOOR = 1808 S.F. 2•) CONTRACTOR TO VERIFY MATERIALS,DETAILS#FINISHES COMMENCEMENT OF CONSTRUCTION.PROCEEDING WITH CONSTRUCTION COVERED PORCHS 9 49 S.F. IN THE FIELD WITH OWNER CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES, �dLl 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT ERRORS AND/OR OMISSIONS_BECOME THE RESPONSIBILITY OF THE 2 SMOKE DETECTORS FIRST FLOOR TO BE 6-1.I"ABOVE 5UBFLOOR R.BUILDING CONTRACTOR. G 4.) ALL WORK SHALL CONFORM TO THE MA55ACHU5ET1S CARBON MONOXIDE DETECTORS STATE BUILDING CODE AND ALL OTHER APPLICABLE Al COPYRIGHT 2008 LOCAL CODES BYTHOMAS A.MOORE DESIGN CO. - " 1 f - t 5 f .,a s - gfi o - - - 34.tf Sd 6' NZ x . R , OOF DECK qq 30'A a '-i 0'-4 9 I d4' Sig• I d-0' ER) - 4'-(Y I K�O O fy21. .. (GAME DORMEF) (GAMY DORM (GABLE DORMMR) .• - 4 w w w w = - 3'-9' - 21-1(7 3'-9' 3'-9' 2'-1Or 3-y a 5'-2i FF-F m f V, . CID T CID . R R !t R ANDER5EN- IYM 606E AP.R D b b � • - M M 1 M M- - M O - - - W Q+ A CO a�0 BAI H#I_ W (� A o a L - Iz �+ CD i GcisTN�, 2'4' ° z'I EkISTiNG a ' g6MRBR # . BEDROOM#2 Q WBEOW 0. A 1 7 ro a +--------- - WAIi: I w. I. I O O 0 - - ►�+ IW x 6aG 1 LAUN C Rh -a. O CIoSLf, rA MR I =v O POST UP/DN. U -#0 1: c NT _ N ti ' w . 6 _ -. N 44 a POST UPNNf - �/ (,'. •. pl BALCONY 14� HALL zo P 'd5r� x�,B. BATH#2 IN. LL)r A c� cq m W M —� BELOW 1 _ r, y ______________i �___________ ___ OPEN TOco CLOSET WALK-IN6 § _ - ' W O ATH#3 'i .. BM ROOF i' - BEIAJJ� I - r 1 � x 6'O• I , (— Q tXISTiq�c ELOW BEDROOM#3 G1 �w - " GAS F.P. NN I v : O1 4 (� IAN 1 m9 e-Ia T4 9 � 0(PORCH ROOF 2Io - BELOW a; C zw B C BELOW-) o 0 4 BELOW-) o f D 3'-7 2'-I a 3'-T - - 2'-O 3' 2'-a. - • 6'=T 1O-a ..la-a 13'4' - 2'-O' 7-4' 1 2'-a 13'-0' SCALE LE. - 4•�,. a (GAB DORMERI � - (GABLE DORMEP)34 .. 38'O 1/4"= 1 1_OII SECOND FL OR PLAN DATE f WINDOW 5Ct1EDULE WINDOW 5Cf1EDULE cont: 1 1/17/08 TYPE MANUFACTURER'S UNIT ROUGH OPENING GRILL PATTERN REMARK5 - TYPE MANUFACTURER'S UNIT ROUGH OPENING GRILL PATTERN REMARK5 PfZOJ. NO. -- A ANDERSEN TW 21052 3'O I/8"x 5'-5 I/4 12/I "5TORMWATCH"DOU15LEHUNG K TW 1852 1'-10 1/8"x 5'-4 7/8" 9/1 °5TOKMWATCH"DOU5LEHUNG B TW 2456 2'-6 I/8°x 5'$7/8" 12/I "STORMWATCH`DOUBLEHUNG f L TW 2446 2'-6 I/8"x 4'-8 7/8"- 12/1. °STORMWATCH°DOU5LEHUNG 8 LITE "5TORMWATCH" n 7� s• C TWT 2415 2'-6 1/8"x 1'-7 7/8° DOUBLEHUNG TRANSOM q_n M A 2 1 2'-0 5/8`x 2'-O 5/8" 4,UTE °STORMWATCH"AWNING G V G D. TW 1856 I'-I O I/8"x 5'-8 7/8" 9/1 '5TORMWATCH'DOUDLENUNG N ° AW 251 2'-4 7/8°x 2'-4 7/8" 6 UTE - °5TORMWATCH"AWNING E. TW 1815 1'-10 7&x 1-7 7B" 6 LRE "5TORMWATCt1"DOUBLEHUNG TRAN50M P TW 24310 2'-6 1/8"x 4'-0 7/8' 8/1 "5TORMWATCH"DOUBLEHUNG STAMP DWG. NO. F TW 21056 3'O I/8"x 5'8 7/8" 12/1 TW2 3'-0 I/8"x 4'-8 7!8" 1 2/I STORMWATCH°DOUBLEHUNG G TW 21015 3'-O 1/B"x I'-7 7/8, 8 UTE '5TORMWATCH"DOUBLEHUNG TRAN50M R CW 145 - 2'-4 7/8"x 4'-5 3/8" 9/I W/CHECK RAIL °STORMWATCH°CASEMENT W/EGRESS HARDWARE ' h TW 21036 3'-O I/8"x 3'-8 7/8" 8/I "STORMWATCH"DOUBLEHUNG 5. TW 2452 2'-6 t/8"x 5'-4 7/8° L2/1 "5TORMWATCH°DOUBLEHUNG A �T TW 2552 2'-10 1/8'x.5-4 7/8' 12/1 "5TORMWATCH"DOUBLEHUNG©COPYRIGHT 2008 NOTE:VERIFYALL WINDOWS AND GRILL PATTERNS WITH OWNER AND ROUGH OPENINGS BY THOMA5 A.MOORE DE51GN CO. WITH WINDOW MANUFACTURER ,, � vi � DIRECTIONS: 6 _` 4: From Hyanns - Take Route 28 towards Osterville; b'� Z • At at set of lights take a left onto Osterville West Barnstable Road, At the stop sign take a Ti `s left onto Main Street, and then bear right onto Pt Car. Parker Road when entering the Village; At the stop sign take a right onto West Bay Road, and continue onto Bridge Street as it bears to the left to the Gatehouse and onto Oyster Way; Take a o o00Q` right onto Oakdale Path, and site is on the right. Lot 27 Lot E N/F Gary 9' & Dawn clo NIF LOCATION MAP. The e Ayco Co.. Lp Lp MS MS333` F Trs Ctf # 155277`= Richard T & Joan Ctf # 153055 Scale: 1" = 2000'f t T tJ FEMA Zone Line as Shown Fnd j on FIRM Ponel 250001 0018 D co Ul ASSESSORS REF.: N84'05'12"E I I I Map 72, Parcel 020-002 P° 17 7o' Fence I I I Post & Rail ce/D" I T01 REM��I!N I I I I I I Fnd I i I II 1 I NATURAL I I I I I I � sXt \ I I I PRO OSE WA L i I � I o 't __.•I-_ _f,._ O.W.1 22.01^ I I I I I //I \I �3x , I I ' �- I I , , I I i , / , OVERLAY DISTRICT: i � I t /� lv� It j I I J I / /I AP - Aquifer Protection District I , l I 9ROPOSED l 1 I ( / I As Shown on Plan Entitled 1 \ / // LA INN i / l DRY LL / / / I /1 "Revised Groundwater Protection ` d I (TYP CAL)I / I / / I / Vte: Bu� in set ock Uqes Overlay Districts" - April, 1993 os r Decler6tion of fyveloprint 1 / / / / / AWN 6x3 / R strictfons-IIi 0 ster Hor ors �\ / 1 3 (seed oc ,f 954 16) P OPO$ED / I I I i 0 POOL SQUID MELTCD \ i I /l PR l r I 0z / O P° FLOOD ZONE: Zone B, C & All el.11 >E ;LU / / / I I 1 , Community Panel No. o / l / l / PROiOSEd l I / I �, I \ #250001 0018 D o �/ /� // / l l ll I EPP2o91 I/ I I I I �, I o 14 o' \ July 2, 1992 ft �9 f LO CY) I / i \ ZONE: RF-1 I r i 7 ; / / I I i 1 \ Area (min.) 87,120 SF (RPOD) o / // Frontage (min) 20' f i l I l Ct PR POSFD I 1 ' \ ', \ I Width (min) 125' Paved Drive O J a ARA E \ 1 \ ; \ \ / l 1 �i F. 21•5 1 1 \ 1 1 \ \ � \ \ I Setbacks: � I I l l N !1 Fron t 30' 78 2) / / Side 15' Dt � Rear 15' / ELNG 2 *S ee Note F 24.5 PVOPOSTICED TANK ftftft% i I , MIN \ \ LEGEND: Y / J I ///fill FedB/D" o1 M \ 1 ! \ -°h"- Over Head Wires C I ; \ I Hydrant MIN l N I N I 10N 0 Concrete Bound / lVE PROP �, D', WA L / I 4, N 1 4 Water Gate (round) O Guy Pole o T� it l T. t1�. i2.01j o N I I / I O Utility Pole ti PRO OSED 0- Ox R. -4r / ► / / AOPOS0 VEN I / �PROROStb 2. / / j _ _ -- � � DESIGN DATA LEACHING - SEPTIC NOTES / AREA _ i PROPOSED i' i / Single Family-7 Bedroom 1.Water Supply For This Lot is Municipal Water. ITH-1/ / / // // / DRIVEWAY i/ // With NO Garbage Grinder PP Y P 2.Location of Utilities Shown on This Plan Are A rox. � / / Daily Flow= 110 x 7=770 GPD PP J ce/D" / // / /i / / Septic Tank: 770 GPD x 200%= 1540 GPD At Least 72 Hours Prior to Any Excavation For This I / Fnd / / / / Use 2000 Gallon H-20 Septic Tank Project the Contractor Shall Make the Required A ,��/ � (/ _ - /; � Notification to Dig Safe(1-888 344-7233) _ 1 7 dm 3.The-c0ntlactzr is�;qu� "tu s�urc A�piuPiateLEACHING AREA . Permits From Town Agencies For Construction 770 GPD/0.74= 1041 SF Required Defined by This Plan. I Sidewall=2(12'+63.5)2=302 SF 4.Install Risers to Within 6"of Finished Grade. I / // A/ \ \ \ \ I ;� I Bottom Area= 12'x 63.5'=762 SF 5.All Structures Buried Four Feet or More or Subject o I 11 / 1064 SF Total Provided to Vehicular Traffic to be H-20 Loading. z ^ • 6. Septic System to be Installed in Accordan ce With to 310 CMR 15.00 Latest Revision and the Town of 0 " 0 Barnstable Board of Health Regulations. c h(b All Pipes to be Schedule 40. Use I \ , 7.All Piping to be Sch.40 PVC. 7-500 Gal.Leaching Chambers in a 12'x 63.5'Washed Stone Field as Shown. 11 1 IW� I Lot 206 59,179 s f =\o ' �° o P# %285 P# 9 285 Fc�d Drive PERFORMED BY SULLIVAN ENGINEERING PERFORMED BY SULLIVAN ENGINEERING WITNESSED BY J.DUNNING,T.O.B.B.O.H WITNESSED BY J.DUNNING,T.O.B.B.O.H DATE: 11/12/98 DATE: 11/12/98 TEST HOLE - 1 TEST HOLE - 2 O LAYER O LAYER PINE NEEDLES&LEAF MATTER EL. 16.0 PINE NEEDLES&LEAF MATTER EL. 16.0 l \ \.�o`N>\ I I I ( / E LAYER 10YR 5/3 E LAYER 10YR 5/3 BROWN BROWN _ 711 COARSE SAND 15.4 7" COARSE SAND 15.4 ° - -ts_ B LAYER 10YR 5/6 B LAYER 10YR 5/6 \ \ 1 1 1 \ \ YELLOWISH BROWN YELLOWISH BROWN 29" COARSE SAND 13.6 29" COARSE SAND \ 13.6 TO R&AIN \\ C LAYER 10YR 6/4 C LAYER 10YR 6/4 \ \ \ \\\ NATURAL, \ LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN\ 126" COARSE SAND 5.5 ________C_O_A_R_S_E S_A_N_D________ I \ \ 1 \ NO GROUNDWATER ENCOUNTERED 48" PERC TEST 12. \ \ \ \ \\ 25 GAL.IN LESS THAN 15 MIN. 120" LESS THAN 2 MINJIN 6.0 . 1°,40°� \\ \ \ \ \ NO GROUNDWATER ENCOUNTERED \ \ \ \ Finish Grade k -_ 3' I - Filter \ \ Max. t \ \ \ 9"Min Compacted Fill- - - Fabric \ \ \ 2" Pea Stone \ CB/b" end \ top of B/DH°tD 3' 3/4"-1 1/2" LEACHING Double Washed �. 2' CIHAMBER Stone - � H-20 .4'-10" .1J 7 �0r� �js�o S asN �• CROSS SECTION OF CHAMBER j NOT TO SCALE i Vent i F.F EL.25.0 F.G.EL.23.0 F.G.EL.20.5 See Note 4(typ.) EL.20.0 Dwelling 15'Min. Too El.18.0 3 18.2 10" 2000Gallon r 19" R T Septic Tank T' D-BoxOF � a SULLIVAN H-20 T FlowE p. Asquilizets VIR Leaching, �� EL.17.0 Chamber V r Bot.El.15.0 Bedding,"T"s,&Baffels 10' a9 Per Title 5 If Enwuntered Remove&Replace .e Min, All Unsuitable Soils Within 5'of J 20, The Outer Perimeter of The System Min. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Approx.Groundwater QEl.2.5 NOT TO SCALE Per T.O.B.Groundwater Map TITLE: Site Plan P.REGARED BY: PREPARED FOR: NOTES: d_ CapeSurvi _ 1. ThePro osed Im rovements sulliv�:n Engineering, Inc. Mark & Sabrina Howard Johnson ) property line information shown was PO Box 659 7 Parker Rood ` compiled from available record information. c� At -_ Osterville, MA 02655 Osterville MA 02655 17 Mohawk Trail OakdalePath (508)�:'3-3344 (508)428-3115 fax (508)420-3994 (508)420-.3995 fox 2.) The topographic information was obtained PSullPE@ool.com copesurv@copecod.net Chatham Township, NJ 07928 from on on the ground survey performed or, -� 1 or between 241FE8105 and 02/MAR/05. o a table(Oyster Harbors)MaSsa ~' Draft: JOD Field: RLH/WHK 20 0 10 20 40 80 3.) The datum used is NGVD '29, a fixed mean v DATE: SCALE: �► Con.;.:, sea level datum. July 5, 2005 1 = 20 _-�Reviu w: PS Comp/Draft: �VHK •- � Proj. # 24��36 Drawing # C636G1 DIRECTIONS: ' E ' From Hyannis - Take Route 28 towards Osterville; kr i _� s ° ,' `.>c •4 At at set of lights take a left onto Osterville West Barnstable Road, At the stop sign take a � " ; t�' : • • '` left onto Main Street, and then bear right onto �- Parker Road when entering the Village; At the stop sign take a right onto West Bay Road, and continue onto Bridge Street as it bears to the left to the Gatehouse and onto Oyster Way Take a right onto Oakdale Path, and site is on the right. L i Lot 27 Lot E N/F Gary & Down P L p MS, 3 era LOCATION MAP: >� NIF The Lp e Ayco Co. MS333 o� Richard T & Joan F Trs Ctf # 155277 9 Ctf # 153055 Scale: 1" = 2000'f E ` N FEMA Zone Una as Shown Lai on FlRM Panel / 250001 0018 D Fnd N ASSESSORS REF.: N84-05 °`� '12"E ( I I I I � ( I I Map 72, Parcel 020-002 Post & Rail Fence 17 70j 1 1 N' I TURL � '' // / OVERLAY DISTRICT. � AP - Aquifer Protection District As Shown on Plan Entitled /I'1 II / I Revised Groundwater Protection l I Overlay Districts" - April, 1993 6X3 I r s // // / jl �!' I I oCL 0 ,(b 18 / / / / I 1 1 1 LA o _ / /! / ,/ / / / / j ' 1 FLOOD ZONE: 91 N -,- -- V / / l / l ( l o Zone 8, C & A 11(e1.11) Community Panel No.I 4; �► / / o, ( #250001 0018 D o / // / / k/ l i / l l l( ( ' I j i 11 0 �� \\ July 2, 1992 oh ZONE' I P OPOSED 4RAG \ \j 1 ` I RF-1 oo SLAG25.5T2x40E 1 \ On \ I Area (min.) 87,120 SF (RPOD) FpoL Frontage (min) 20' pared Dare ' s 1 / A i / ! ( ( / I 1 1 \ ` I Width (min) 125' / o a / ) i 1 ( / i \ ' \ i I Setbacks: Fron t 30' Side 15' PRDO� D ✓ Rear 15' PfOPOSkD CL CD ,� , ` PPS QED , 1 �� LEGEND: hd -�w- Over Head Wires .- Hydrant 0 Concrete Bound 0 Water Gate (round) ° h e PROPOSE ( / / I -0 Guy Pole r ! ! 1 / / / DwELus� , 1 ; Utility Pole o � . P!r0POSED / ? DESIGN DATA SEPTIC TANK l l l / I / O / / SEPTIC NOTES e // // // / P^ / Single Family-7 Bedroom 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours -2 I / / / _ / i / With NO Garbage Grinder PROPOSEDr / i i / Daily Flow=110 x 7=770 GPD Prior to Any Excavation For This Project the Contractor Shall Make DRIVE/TH_1 / / / ;/ / / - / / / Septic Tank:770 GPD x 200%= 1540 GPD the Required Notification to Dig Safe(1-888-344-7233). � Use 2000 Gallon Septic Tank 2•The Contractor is Required to Secure Appropriate Permits From Town / t 2'/ l/ /r / Agencies For Construction Defined by This Plan. / Fad ' LEACHING AREA 3.The Water Line Shall be Constructed in Coordination With / COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 \ \ l 1 / / / / / / I �• �� / 770 GPD/0.74=1041 SF Required &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. Sidewall=2(12 +63.5')2=302 SF 4.install Risers w Within 6"of Finished Grade(5 Required). t _13- I ' // // I / / / O I, I' i Bottom Area=12'x 63.5'=762 SF 5.All Structures Buried Three Feet or More or Subject 1064 SF Total Provided to Vehicular Traffic to be H-20 Loading.It is the Engineer's 13 Recommendation that H-20 Always be Used. � \ P OPOSED i I LEACHING CHAMBER DESIGN 6.Septic System to be Installed in Accordance With 310 CMR 15.00& 1 T " 2) ! w Box \ i I 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable o ' z I ( 1 ► \ , ! / All Pipes to be Schedule 40. Use Board of Health Regulations. ,°„ s'^ 1 / I 7-500 Gal.Leaching Chambers in a 7.All Piping to be Sch 40 PVC. 0 0 = I I / 1 10 1 1 \ (b co 12'x 63.5'Washed Stone Field as Shown. 8,Inlet Tees Shall Extend a Minimum of 10" 1 I I Loi206 . 0 \ i I .h 1 I ! �`O Below the Flow Line. � I I 59,179 sf I 1 \PROPOSED , , � T ry r. 1 j I S.A.S. i� I �� 9.An Outlet Tee Shall Extend 19"Below the Flow Line, O and Shall be Equiped With a Gas Baffle. = 1 ITO REMAINI I ' I NATURAL P# 9 28 F11110 Drive logPERFORMED BY SULLIVAN ENGINEERING PERFORMED BY SULLIVAN ENGINEERING WITNESSED BY J.DUNNING,T.O.B.B.O.H WITNESSED BY J.DUNNING,T.O.B.B.O.H \ 1 o> / DATE: 11/12/98 DATE: 11/12/98 ti TEST HOLE - 1 TEST HOLE - 2 /l O LAYER O LAYER PINE NEEDLES&LEAF MATTER EL. 16.0 PINE NEEDLES&LEAF MATTER EL. 16.0 ��\ k / / E LAYER lOYR 5/3 E LAYER lOYR 5/3 BROWN BROWN _,& - `\oo r-., 1 ;\\ , !1 11 �� \ ✓ 7" COARSE SAND 15.4 7" COARSE SAND 15.4 • / B LAYER 10YR 5/6 B LAYER 1 OYR 5/6 YELLOWISH BROWN YELLOWISH BROWN 29" COARSE SAND 13.6 29" COARSE SAND 13.6 C LAYER 1 OYR 6/4 C LAYER 1 OYR 6/4 / \ \ LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN 126" COARSE SAND 5.5 COARSE SAND_____ NO GROUNDWATER ENCOUNTERED 48"--------PERC TEST _ T2.0 25 GAL.IN LESS THAN 15 MIN. 120" LESS THAN 2 MINAN 6.0 e° NO GROUNDWATER ENCOUNTERED \ \N ♦ \ Finish Grade \ 3'M . \ 9° ax Mm08414 Computed Fill Filter / end Tom t-21.1,NGVD �f��� AND/OR top t CB/bH 1/s"-1/2" \ �1�JJJJ Pea stone 3' 3/4"-1 112" Double Washed \ LEACHING Stone O C� �;�� ' 4'-10" 12' 0-'�s CROSS SECTION OF CHAMBER NOT TO SCALE *\ F.F.EL.26.5 F.Q.EL 23.0 Note 4(typ.) L 21.00• hmtaller to Conthm Prior to haWlstion 2000 Gallon Top EL 20.00 XV Di= Septic Tank D-Box Flow Equilizers As Regwred E .1 .00 Leaching s K TER c� Chamber SULLIVAN EL.1T.ao ABC. 29733 Bedding,"T"s,Bc Baffels 10' as Per Title 5 If Encountered Remove&Replace ;�T!S- 'a Min. (See Notes 8&9) All UnsuitebleSoils Within 5'of 10'Min.-Slab The outer Perimeter of The Sya m a j EL SS C3 b!]NELOPED PROFILE OF PROPOSED SEPTIC SYSTEM EL 2.5 NOT TO SCALE APIs°".Groundwater Per T.O.B.Groundwater Map REVISION: Modify Project Footprint DATE. 08128108 77TLE: Site Plain PREPARED BY. 'REPARED FOR: NOTES: � Proposed Improvements Sullivan Engineering, Inc. CapeSurvR con Grou►•� 1.) The property line information shown was s At PO Box 659 7 Parker R-7od ~ compiled from available record information. 50 Oakdale Path Osterville, MA 02655 Osterville MA 02655 P.O. Box 212 rt (508)428-3344 (508)428-3115 fox (508)420-3994 (508)420-3995 fax 2.) The topographic information was obtained PSullPE®aol.com copesurvOcapecod.net Barnstable, MA from an on the ground survey performed on v Barnstable � or between 24/FE8/05 and 02/MAR/05. (Oyster Harbors) �, SS, Draft: JOD Field: RLH/WHK o 20 p 10 20 40 80 3.) The datum used is NGVD 29, o fixed mean -� DATE: July 5, 2005 SCALE: ' » _ 20' Comp/Review: PS Comp/Draft: WHK sea level datum. Prof. # 24036 Dro win Q C636G1