Loading...
HomeMy WebLinkAbout0059 HATHAWAY ROAD - Health 59 :Hathaw ay Road Osterville - — ` A = 1 034 � - t \. J I a A n TOWN OF BARNSTABLE LOCATION I�R A ViA� R SEWAGE # Y- VILLAGE os ray I� �ASSESSOR'S MAP & LOT —U3 INSTALLER'S NAME&PHONE NO. &U CAL. MICA is�e t g90 - SEPTIC TANK CAPACITY 13�e-o 6A� ' 2 .LEACHING FACILITY: (type) 9-40 GA i �f �J (size) NO.OF BEDROOMS `t BUILDER OR OWNER Wo 1'r PERMIT DATE: IVd(� . ®� COMPLIANCE DATE:; 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 x 6 AS - ql "4 _ �` � n ff-al No. t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppYtcation for 30f6potaf *pgtem Cone;tructfon Permit pplication for a Permit to Construct( )Repair(,/Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. -5'7 NQ'0Ia&ua yRva Owner's Name,Address and Tel.No. os'teov-,Ili,l SIR Ph;r,10 v 7�ar6etr�a Wolf Assessor's Map/Parcel �9� coff M )�� 1 /1q 034 WQba MA dnst Name,Address,and Tel.No. Designer's Name,Address and Tel.Ng._ � darker 9�d bfv(LAbrJ1 r sf,.r,,,,L/e n,4 &,IS) 4!2r T4 Type of Building: Dwelling No.of Bedrooms_�_ Lot Size- .3l_�3=~sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '9 4D gallons per day. Calculated daily flow gallons. Plan Date Number of sheets 2 Revision Date Title S:4-e �Q� �ic,w ,P Sep,'/;c /9oq,Jw af 39 ></a7a&9a�/�oricf' rwAtI/p Size of Septic Tank dQQ Type of S.A.S. ZeacA,"g tnhKpw4 er% Description of Soil Nature of Repairs or Alterations(Answer when applicable) + . �I —� Date last inspected: _! �-._C, Agreement: co Ccl 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 Coe d not to place the system in operation u 1 Kertifi- cate of Compliance has been ' ed this Board o lth. Signe ate W Application Approved by it I I rVate Application Disapproved or the following rea o Permit No. Date Issued t r ; No. 1rJ o , Fee g `THE COMMONWEALTH OFyMASSACHUSETTS Entered in computer: Yes 'PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLES MASSACHUSETTS 01ppfication for Migpogar 6pgtem Cony truction Permit Application for a Permit to Construct( _ )Repair(,Upgrade( )Abandon(° ) El Complete System El Individual Components '# Location Address or Lot No. �j 90r fha wayoa J Owner's Name,Address and Tel.No. �� Os7Pv✓;lle, /VX 71h;r,p¢'34,r6ara olf Assessor's Map/Parcel / 03.4 1996 996 Coll.' �oa w., a A V Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. j J� 5✓�1;✓ate. ���►�eer;wca �..Le�c. fLl(k PA t^L� S, ( oslfer•v1'//c. 11,4 lso8 47g - �399 Type of Building: F i Dwelling No.of Bedrooms -4 Lot Size-1 3�T lf sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -9 40 gallons per day. Calculated daily flow gallons. Plan Date ! Number of sheets 2 Revision Date Title 5;4-e -la h ��t)or..�lF� i Size of Septic Tank 4 6I-DO Type of S.A.S. X eacLi t4a' (-A0 .rgers Description of Soil j Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: , Agreement: 3 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 4Co,/ea d not to place the system in operation until a�C_ertifi- cate of Compliance has been°s�uedyb this Board ealth. Signe - �'� 1J r� 'ate �J Application Approved by Sce ��l'71 d ,r , _ + ` Date or the Application Disapproved following rea�s �� r v Permit No. —A q Date Issuedl' �.. V THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS } ' Certificate of Compliance THIS IS TOXERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( Upgraded( ) Abandoned( )by at 6-9 A&W.10&"tc ;R5&d, g0rdpr,l.'llo, A1r4 has been constructed 1 accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.q od q-S�7 dated { j r/ l_� UL/ Installer Designer_51j//.L/&W The issuance of't his'Permit shall not be construed as a guarantee that the sys,em ill�f tion `s des gned. Date 11 o' Inspector �.€�CIA/ _ Q A'_ t 1 _____ No. �— --------------------------Fee r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS &!6pont 6pgtem Con!5truction permit Permission is hereby granted to Construct( )Repair K)Upgrade( )Abandon( ) System located at *ha u eLV /ccf 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 bre co"/plete,, within three years of the date of this 'e it. Date:_ ( l`� Approved b �) / PP Y 7 / Town of Barnstable P# -b Q Fa Department of Regulatory Services r- „�,m, Public Health Division Date M 0.19. peg 200 Main Street,Hyannis MA 02601 Date Scheduled" C /_.1 t�h t. " Time 1�'`7�`'► Fee Pd. 100 b U Soil Suitability Assessment for Sewage isposal Performed By: �-'r� `���1 VC0,1� � �'�=' Witnessed.By: S k. OCATION & GENERAL INFORMATION ^ Location Address ti Owner's Name W 0 I tC 0h,Y,P 4 &a-fb zrx­ / A6i ,4 we ���-•t 199/C011,-n4 1-k- cu Address C S�rr,•1'I � cua.txc.n , m� Assessor's Map/Parcel: " — L'3 Engineer's Name,5 LI 11 i vcv1 E nj•-T nc. NEW CONSTRUCTION REPAIR Telephone land Use k ES.CI Y+t 1 d X Slopes(%) �� Surface Stones Distances from: Open Water Body C>�* ft Possible Wet Area a- ft Drinking Water Welln�_ft Drainage Way ft Property line �� ft Other SKETCH: Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) AD NO MA114AWAV 34 v .r 2 AC. T _ Qv 25;. ( Zo t=* H�� Parent material(geologic) 00 W AS ti ?L,A 0h1 Depth to Bedrock —S 00 ��—V C5 Depth to Groundwater. Standing Water in Hole: �`�'� Weeping from Pit Face Estimated Seasonal High Groundwater rbwvuG� i��us�t��. G•Y # Acc.c..�_z ec_ DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in, Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor ..�� Adj,droundwater Level,a„ PERCOLATION TEST DateL_ Time i o ' Observation — 1 Time at 9"- Hole# Depth of Perc ✓ Time at 6" Start Pre-soak Time @ _ \ ®y 'rime(9"-611) u dra vti _ . End Pre-soak 1l)lA.l�y\.) F U(c+ 2��ll-'1•i�U►..SAS .n.. .� 'Z i1LA i AV (VIaC.t-� Rate Min/Inch Site Suitability Assessment: Site Passed C_`j' Site Failed: )i\10 Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back.------ ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons'stenc %Gravel) C01,111 i O `e"Z V-0675 %-oosrr vi rJ�'V 7Q -C:ZrGS t ` m`S� 12c�T�j �l mow! t=✓L����� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ns'stenc Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. o ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No K Yes--,,— Within 100 year flood boundary No—k.— Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perv�i �us�material exist in all areas observed throughout the area proposed for the soil absorption system? -�— _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on A' (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the requi i g,expertise an xperience described in 310 CMR 15.017. Signature 0 Date �Gt 2C Q:\SEPTIMERCFORM.DOC �I Town of Barnstable P#— h'b Q Department of Regulatory Services • = Public Health Division Date wwan+ar8. 16y �e8 200 Main Street,Hyannis MA 02601 Date Scheduled C LI 4 0 Time f D' Fee Pd. 100 Soil Suitability Assessment for Sewage isposal Performed By: TC+-L'r 50-L k1 VQ.1< � P'C'- Witnessed By: S OCATION& GENERAL INFORMATION LoeationAddress c' n ) Owner's Name we ir.. fob I/I p I p Awl.v) /Co: C` l99 eat/,-hb :eoC.. .� d' S rt,1'/I•/ Address f 6t1a_iZch, /na Assessor's Map/Parcel: I' '—L17�,/ Engineer's Name,:5 t-111 i VCV1 E nj•T n NEW CONSTRUCTION JREPAIR -it-1— Telephone# rJ 0tf - LI a&1-3,3 4 4 Land Use K 1c1 Slopes M °6 Surface Stones Distances from: Open Water Body '0C ft Possible Wet Area;�ft Drinking Water Well Drainage Way 1,5D ft Property Line 1�� ft Other /A --.:—ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Rp 14►114000 T1 . ISO :v 12 Ac. Th 25, tzs n ' Parent material(geologic) Dy� ti AS LA,v0 Depth to Bedrock 3 C0 �?L_us Depth to Groundwater. Standing Water in Hole: t7N L. Weeping from Pit Face to U 1`'k t= Estimated Seasonal High Groundwater r'0wr%V)0PIiAeALiSi "U'a, DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole:' __ In. Depth to soil MORI= Depth to weeping from side of obs:hole: —in, Groundwater Adjustment ft Index Well# Reading Date: Index Well Ievel,.,d,.r._,.... Adj.factor— Adj.droundwater level,, PERCOLATION TESL' Date Observation _ 1 Hole# Time at 9"Depth of Perc y,1 Time at 6" Start Pre-soak Time 0 E C) y �� Time(9"-60) � F End Pre-soak ` Rate MindInch t lr••t vy i=CUCL 2> 6� ij.01.AS •�. ,� Z tl\.t i N� t WL t-4 Site Suitability Assessment: Site Passed Site Failed: O Additional Testing Needed(Y/N) t"� Original: Public Health Division Observation Hole Data To Be Completed on Back-- -- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenc % vel Ptrv�)Uli✓�.;7c..;✓S L j ._ �2 %1..Cosr; 2 C(�1Z5rt. wt e�7 tzL C�Ts CsZ t,ucs oAe ZU �U 1 5 ALY,L c.C t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi tenc o Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sisten I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No K Yes, - Within 100 year flood boundary No_K_ Yes _Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? �„ _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that,the above analysis was performed by me consistent with the requi i g,expertise an xperience dscribed in 310 CMR 15.017. Signature Date �G, , .Z Q.%SBPTIt1PBRCFORM.DOC I TOWN OF BARNSTABLE LOCATION gAR A W SEWAGE # 42t VILLAGE o5'l 6(i l JP, ASSESSOR'S MAP &LOT 1 CA -03 INSTALLER'S.NAME&PHONE NO. SEPTIC TANK CAPACITY � 6A I LEACHING FACILITY: (type) (rA ! ,' (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: "—J Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet o on site or within 200 feet of leaching•facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 3'00 feet of leaching facility) Furnished by y As 6 f � � Town of Barnstable Regulatory Services Thomas F. Geiler,Director <ARNSCABI�. � . g Public Health Division 019 Thomas McKean,Director 200 Main Street,Hyannis,Na 02601 Office: 508-862-4644 Y Fax: 508-790-6304 Installer &Designer Certification Form Date: ';L-0C) Designer: �v A`-••v �z�n c �.nces�{� _ Installer: �ruce �.cC AA;a Address: Address: $ °1 1�'o i-\ S�r On )Vd11^-AQOOa e . Out CA ti\cr was issued a permit to install a (date) (installer) oZOo�/ r. t septic system atQ 4416 QfN"k�c based on a design drawn by (address) i F"e ex-- u V4V YI o04 dated CSC%, 0® (designer) •" I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the y distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. H OF PETER SUMM1! (Installer's Signature) CML N. (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE_PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FOP-M AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form rTl rA rA a� �C�L'111� — sea Gon�S1'N.�Cr�on1� � s' .Z Cd �+ U O Cd Z Con Kitdier. I __- Cd `� U Ln Cd FJ W o WFf7 ?� U L'1 ' { WATeL SFtV,CL. To � ll El cz M� O ct -T Hh�,OCiATOES.INC. kn y 2f 1 , L 13'-0' h� - '• ��' m 9-C I KNEEWALL I I a I I � TT ROOM SITTING m 51 I y ID -I �, m !DI I- ZFLAT CLG AT q•-r, �- W-1 V8'! A.F.F.a KNEEWALL I - ---- EXIST ! ` C BEDROOM I G t ---- ui 1 ^ Q LLi A � TH U3 ON fi• - ] S + I F� J o � J E4R 1 _`J �. - %•�a CL05ET ATTICgSTORAGE ------ -- ------ --- LL 2 ON BEDROOMLo AA I ID I9�� LFLAi CLG AT BATH % 1v q_i• KNEEWALL EXIST 0 KNEEWALL BEDROOM i D,I 2s-c' i CONSTRUCTION TO CONFORM TO THE LEGEND - WFCM 1 1 OMPH EXPOSURE B MANUAL •EX3T'G'CALLS TO REMAIN + •NER UALLS SECOND FLOOR PLAN . E%STG TO BE DEMOLISHED ALL NER EXTERIOR PALLS-2A CONST 730 9Q. F I-ADDITION ALL NEN INTERIOR(BALLS=^art CONST SCALE: "= ' "' F.V. ^FIELD VERIFY I �S -� NOTE.• � CONTRACWR TO CONF/Rh ALL D/YENS/ONS!N FIELD AND CONTACT DESIGNER Ul/TN ANY CY5CREPANC.E5.. SEC O N O PROV/05 ME MUMUY MOWER OF FILL i,E/GNT 5TUD5 AT EA END OF HEADER EavAL TO NOi LE55 THAN HALF OF THE NWISER OF 57VD5 REPLACED I FLOOR PLAN 7 a. I O_ (r1 0 N N ©COPYRIGHT 2010 KAREN B..KEMPTON INC. C:\DATACAD 12\DRAwtNGS\WOLF\WOLF-1 1-27-201 1.AEC s 000 Qp 6%6� 95,8 000 95.7 000051� ON 96.9 96i 96.0 ,, 95.9 96,7 0000 6.6 � pA 96. QN �, 96.3 96. 96. I 96.3 x96.5 N 6.8 I 96.6 97. 96,597.7 e� 96.8 1�• �` 96.7 6.5 r.1 x 97.1 x 98.4 \ / 96.8 1 9 97.0 9 97.0 �m 9�.01 csp1c1�� / y 97.4 t X. 97.4 97.7 97.7 � 97.9 1 98.8 y 98.2 x 97.6 A� ,1 97.6 97.5 � 5 97.3 97. 99.3 t _ 97.8 97.7 0 97.9 NG G►� �� 99.2 98.8 98.4 O 32 x 98, 98.1 OEM/N�•5�932 97.5 ti N 97.0 98.2 / '` 9 97.4 t ; R► G 7 3a 9 97.9 7.8 N 97.5 9 .S 98.6 S 70� 97.6 = 97.9 97. � 98.0 � 7.8 , QY a+ 97.3 97.4 97.5 �,��,� 99.5 �4� 98.1 �,� � �'; � .8 x 97.7 m. � \` j 9 �• 98.6 CD• 4� \ 6� x 96.9 g6 f' jro 0010.1 �b x 98.7 31,75 PGR� 98.0 3 1 l �Ul �'�-•� x 97.5 �do 96.8 � x �x�98.0 ���-� v \r\ Si Z� r .• � 266A` -oks. VAID f 8U4�pgp 400, It8 KALL/DEMO /{� PA To (WJ u l� b) Cn1R04INWL]TO IS-�I 12-0 6-/ N IN POWATIMV m 'ID" El -a TDA e'WICAM"E PgtAAT10N VS• ' A•S 2P n R G01CI�TE _ 2O .T ft�ON j 10"ATONN V7 -I . .. ANC.OR 00.1E• : 1 Lu .. 1 i r j GRANJL 51-AGE I I 2'CONcrb:ie oar j I �ol�e Ot I I A s �✓ S }1 1 "MATOO e e.64 APW. '} 6 AL VAPOR b-MOe ReNo�e J oN e•NK GOWACTM - wNR7++ j A'A•VRW FLL AT.S CD*W T1011 EX15TIN* __y tie•-.u2- ReNove AFFTO 9_1 C�45T. STAIR 1 00.O@AD I i EXISTING %.. ., G2A1NL SPADE ------ i ..,.,:•...;.:,:...:-:>�,Y:' I EXI5TIN6 _..::..: UNEXGAVATED `�"� ________ ._._._ PT/COG TDF. STAIRS d•7NI VIh/- IDA el-Al tir A•S Yg����p���s e'CONURR PpymATION 76 E 6 t° Foamo 21*P.T.SLL d 1 tt Sp PWVATION W V7 AWAIOR WL19 6 � j e E � FnIST616 PRNDA101 - �..•NovA./- I ``��I UNEXCAVATED LL . W ° Z i > W Lu czmcpmm ]TAR P0616A1YN MTN dtkX 9NB,P �• Z � H J Q TV 112• Q A S U- , Jae Ao.: .DA25 w1. OCT.6,aoor ' wN A]NOTPL ] FOUNDATION PLAN M0f T,aim= SGALC� 1/1'•1'-O' lD6CQPOLWATWW. • —1 r WALL/DEMO 1 eE IM-17.W NI'-S Y• 6'4 N• 0'4 y� EXSTIS/NLL9 TD 1 9'-9 1/J'•/ � a Y Ls I.-Ip' O 10tD (� 0 x IT' D O D A-$ (_\ L MA57ER 1 BEDROOM EasnND Dada 21I U. PppOM Tp 'K p A.a R9WN 0 EX EX EX MA/Ta1W = O a EXex — U r 1X6 FWN1nNN L V z ' senwa• MT 0 TaEADs PasT EX •--•_-------- APDlT___._._.__._._._ 6'W D'�' a V.?DINING/FAMILY ROOM D _ 5 KITC+eN - s'-0' 6''0• s•-r k - - - •.: a UT' 1112 S•6' v O cAsrm S LAVWJV VN n ^ vg s • ,� a DNIDER BATH ❑ EX ^ TO,roar eLw TTpE•c• ' ,GARA&C ex 8AXWAV , LIVING ROOM tr � N IF L E _ ----------- EX HALL ., GOAT5 T.s. 11. J°l o 0 gala L—IN. s1n• cAam QI"V4 LK 4'-II' OPENBI6. s. X. ^ 4 0 - --- Ho -- S� gYN . ---_- � EX YP o P R tl)IWLI& AD OF GVIpPY RCICJ[STOK E � •..^ I a ew�rxw47- LAUNDRY/ j :may aow E sMIs.PDacN A=NBA U4 DEN ry ",U,46 ACID ROOF SM WA L TO a 'p P.aEV DIM 5TORAGE FADE OF EXIST, -------- I94 WY106AMY STE"1 91¢ATNM6 aEIWE PORG D V.1 yr Pa+u1 wW MADS _ E%6TVS %mm T EXIST j ORS ------------------ j ___________________ 8"P.T.PM D D N � Q . �mM 70 a VT . W U.1 q WA DUE STOW PORCH ON DWCA - 11 o F�ODW,n N S•1' 'JM VI' a'!V2' 7'-P 7-0 vD' TO IYO'Y• r4•aVO VD' 6IT N- .. yd. If 7y -> P `L JOb— 049 . MT,D,2004 Ai barn p.� nn.. FIR5T FLOOR PLAN SCALE.1/1'•I'-O' 1 • —2 A•5 - A3 REMWE Al"TIO SDIMs AM TON MO REPLALC "! W MU4 Ma1lE M V �� t OES"or MmoveD TRIM Rva m I♦91 LE�D•GOATW O WRIM GAP Y! t x —IO'1 a5TOM E%STMB N uRDLA)3+ —� •� GL.CUSTOM CUPOLA � RIDGE IFJT GA,NOP/ Rtw U FLOOR I $MVI6tST� TO NATGN EItEiTRU �F1QRZ Mjj EIBs Q 6 A B 9 t` DOOR DOOR I;;;;; ��tR{ Me jai; F'Ot�,T FLaaR OR < •Y W F RLT FLO 317 T 'MOO P TWm a FACE TOM OF I I I ry - I � SIIDi-k bVER r r t 1 I I eTE%NTN - EXISTINS I 1 ' ! ERIGX RIS[1{9 r r - y__________________________________TL____________ I PDR") , L I 1 - hLRIFT'1 —�I OCA NAIDSAIIY ________�_____________ _______ MT fIx I NaAP Tll t�� I U:TOM - NLEI'RNf I I I1Q10.4 EX TIT STORE VE'IEDE E FRONT ELEVATION swA T 'TDFK`ofeu'Tns SCALE. I/I' I'-O' Mm74 ALL E.GSTNSSWtO M A3 T O O u .•. Vol."M ARM EXOTNS MAm lease Y b rj a 6 oEsroN OF RPOM 1 w .! IaFiv LFJ�D.GOAT® � m "ST16 a TIER 45TOM GNFem, GVSTO orr CA O ' RIDGE GG. M LIPOLA VPXT� -Ma VEIIT—\�'IL �11 RAtE TRW / Z, W o TmL�AyKALT STAD4TEP � AED AIMALT ev"M GOR"* K.fA ErtN%E9 ROOD eVfTER To MAIP� GOFFCR OOPOIe TO N41p1 '�.OWD Ft _� SMM RQOR EKISTOO EXISTYN .(\ 111 / , W O -j ypQ W D D } 4 e"TINe"OCIM*DDT r ( N r 90M TO R?WN p {L FF W mrxAo r O = X POTE G[OAA S� iJi I +Y+ 11J CMNBt[� PIRit FIRST PL OR FLOOR 0.23 wu =T.e.200A i i i 1170 PMFl9•fAfi OF I W MA OSAW euY A 9 1b7m I I I I 511D!•O(TRIN O,rHt I 57¢ ____________� I II r F I I I I I I II ! I 1 ___________________r____-y CX1511Ne PORD1 r_____________________________________1__________________________________________r��y r Oyes tiT3 I I 1 1 1 I ____________________________ I 1 ___________________�______.1 �� r______________________________________.______________ �. FORVATON I I ________________ ________________________ _________________________________ _ .____________—_______________________—_______________________________ __________________________________- rev, IH/CLRION REAR ELEVATION A-3 L ` r WINDOW SGI—fEDUL� t,� / SIPM RVW E Ay.Ek6T11uAw yTl•I,TY sOWPnoN na OPEWNe W FATn w . MOTE oT/. �K"PE Utn CPy yM s iY � r IA IA s TO/EATOL AND NDT PANTED A AL4PF409 Come 4A16 s4 Y4•x 4 W 54' 4MO4/AF6121 I IMP TRIM TO MAT04 ORW"" OESNAN OP IRHVJED 110n - . S ACOVM•ylJ9 ntELE RA16 71 Y4'k 441 0/4' 7H412I/lHoaN S 4 0 Q L AGOON$,m DOIRE RA16 9`SY4'k 441 Y4' SIaON/SIOm I r N N D AGOM-7*q LgsIL IWIB S4 914'k 4'ii Y4• d6tDl/bW11 S R� e AOAPrM9 VOLEU NMS S'4 Y4•x 4415W OV12H SFOON 1 V01T 0 0 F Acewl-au DO6MJ KM "Y4'k 4W Y4' a41O1/2pom 6 ASLG4.2441 CASOENr "Y4'x 74 W41 M"/L I MT06 M9,016 91 x n ASGO%47755.1 GASEAENr 9'4 Y4•x 441 Y4' awn/wz I ro MVRW— 0 tm 4 AOGOH�7SM4 LARIIkr s40/4',%441 SM' ZvM/LfA I VBT F R AYY./49-7474 AINIIS 7'4 Y4•k749M' 9/l%al S QV/I � T. N. Vie—LmMOL �� XT�RIOR DOOR SGFiEDUL= ILA Ll L NEW(.AlLOPT SYM.TYPE VESC-F'TIOM noun OPV*N6 VUH NOTE OTY. HOOD OurTER �b '1 I ��SKW py�'• v t TO MATGN J,J I A9OFSTODaOx) rgmwm OLIDINS 6.4•x 640• I Ex5TN6 RAKE TRIM I TO Tm LU T 5EGO10 E100RF\�� T1lE. I�CXISTEK I(T O SINPSON P-TSO MOD PANEL A 0 M.Aes 7.10 Vl%6'-10 V7" 2 �FLOOR PJ D SIWWN P" MOO FA1EL AND SL44S 512 L7 x6'-10 VY T I E N Z' • C Q I D D Q S O F rnTM..1-BALDER TO VERIFY 01""TT•OF EAON TYPE Of NPOOM AND 2-ALL MCOVO,TO OE TRLLA ARZOWMT SERR9,LON{L AMON F"W e1,Tes W - 1641E GeD g lie,M AATED vIVI0E0 LISMr H4A11'14q Mire 9GaE569TANOARD NAROPNRE FRET FLOOR ,.. FRcsr FLOOR ExCBT AS - f110'A! 6•xle'I I I Ik4 Isw MMO&AW - r. EX6TNs 911F9 AlP~ATDN I I I 1 I I I _ ' r (VQeFY) +!I I 1 1 i I_______________________JT__JT r I I I • -.. 1 I I I I 1 � sILSEFENT 1 I I 1 _______________T.__TJ_____.____ ..r__.,.r______-T WLlJET1w w RIGHT 51DE ELEVATION gDDAON �I . SCALE: I/4' 1'-0' 6006 MVMV TRM Alb REPLACE A•S big,-"0 f 0 Ellj MTi 1EM IMRe caaw SANSUS 4 S'TO HEATER AND MEW PANTED MOD TRM TO WATCn OM661A.L y cEslen OF REMOVES TRM 0!°OLA EN " cL.cI6TOn uvou �.. "ABRIAIt —All v Sf4M6LE9� � 514116LE5� /I H Q I ! 4J SMM%ES� ' ICI, ��R Lu o _OMER o RDDDTO`4ATCM Tc4W SEWND FLOM EMTDO I rExKTNS gY•pp F)pOR W w w FAtlC cevnR * Q ' 0 ENN.g _ _ e p e UN l44GGAftr' 51C106 r TO ROWAN Ok0 O0116N IRM Tr w OAT1 IX TiM 10 RlESTOK W I I• sTt�s RTN FRET F{gpR �Nd RBA FgtST FLp01 FStsli ,lob ro.: 0475 d o ODT.D,7004 T I FOLMD/S 1 l 10MAT 1 1 1 F cwjry) N I PO110ATTOR i 1 4uY A9 NOT® - 1 I r 1 I IVORFT) ��►1 1 ryBiffT/ �I 1 I I 1 1 1 Even1 1 T4 v LEFT 51DE ELEVATION A-4 SGALE, 1/4•• 1'•0' • , N N loco O to m Z V /-- 2410 RIg9E 3x10 RIDGE rQ` ASNVJ.T y01pLE5 ` �52'ODx Plr/DOO ASRIALt 9wM6LEs O X 07 R ID'OL SA'Cox ftyloOO L 2xesRr,•oL. mp GP$F/e 17als ]xe CCU*J M u V OAT INkLATION 450 BAIT NILATION �II 9F401ID FLOOR AIR BAFFLE etcow FLOOR AIR VWLV f, ..OTO.FLATE T�_ - - - - - N � 0 VI ere ON O m i LXs STRAPPRLS i yTE Rc&446LEs. ere ou p BATH V7 wx FLYFOOD Y xs smAPpRu O s 2.15 R,!1 BAT P". C VAFOIt BMRBR p ol 1 V t ., VS'bR i COX (9 �• PLrI.YrDOp fgClT PIOOR _ P1R9T FLOOR 3x4'9 16'OL. R.IS BAIT RaL. - .. . FlNSN F10rm VAPOR&.MER V7 am - o ` 210 TJb PLYI'D OXIO 1 l0'OL. 1/S ANCHOR BOLTS n - _ 2x10 R Ie'O.O. 2Xe ON 2X6-P�9LLL pkYH. n ,a y 7 OO�yydL A'4'Ttb F1YW b ON'JXb P.T.SILL WITH GATT IIBII /O'ANCHOR BOLTS S}?F� R-I�BATT NWL a b'ro"OL. F .. B'colr.Paw HALL BASEMENT ON 00'X IT'[dN.. PODTIN6 Wn11�' -COW-SLAB - Bnnan _ OW PV6Y VAPOR B."ot BUILDING 5EOTI0N BUILDING 5EGTION SCALE: 1/4' - I'-O 1 SCALE: 1/4' 1'-6' I 4 r bcit Y ig"z t YQ'4 sr I wvbE a' I var � snap rws"Y.ROOF TO SWATWO-REPAIR /JDR16 sew NLI AID W COFFER ROOF i Z Bj ' Jy ///—�IT efx17 RAFn3R5 R JU Q \ / Tow RA919 AT 1 *op y axe WOW FLOOR. I-� (4)Jxe I SCCOIO FLOOR •(1 Lu ci c UO 97RATNR i S T KITCHEN EN1R�• y si wLLmmeeroDF- OLlBI.B STOW FOIRD. A N PWST FLOOR � WWK RISM FlRST FLOOR Fm" E.xtlTRlB=O•le'OL. Job ro.: 0425 W W CLT.B,200A exismo j `L W Y A6 NOTm e rwsTR� n F FQRry) FOIRDAn011 - (VBR►Y) fv91IF11 "� � i- aaRn Ib48 -------------- n�. BUILDING 5EGT10N SCALE: 1/4' a • iR+J gam• U � o 1 , L $ � U � 2.6 R-PIM.*'Of. - r - 3 VVV ---------------, ' § ------ bl Uo ------ I U 1 I Be-Am 1a41s 'JVIOi$1NDED ' 1 , - ------------------------------ � U g 1 1 LU xw.wo=-.wnm±ss a,<a.n•cc 1 a 1 ROOF ro.e 1 91 I 1 : ------- ---- --- ----- T '77-7 i--------- -- I 2 w ` I � � C ..'1 ---------- --- - -------- --- --- 1 S ------.- ------ -- .. ,.. .. _ _ __ U W l4 �z...,l P •\ -----------------------------—-------------- --—------- } Q/ I I L _ l \'\. 1 + 11 li •') r - 1 1 1 I .. LEI. ____----__-_ -------------- __________------------ 1 �� l � 11 \•' '•I!' 11 1 I I i 1 1 I 1 I 1 ... •... I1:.. — I,. 1 1 Ili + 1'ox MA~ ; .. u. w mRD"-M� PLL!'HI F74$. tT"e fq 2i0.16'0L PV 1Jb TKs - ____ _ ------------- %Yt�lilt RIC 1 (y 1 F1 ____ __-_- -_.______________1 ____ - z p'Q' S ti I G.N O(T,D.20a4 As KTM ROOF FRAMING PLAN FIRST FLOOR FRAMING PLAN {A� (/w^- sLALE.1/4- 1'-0• / `— Z! ` �i 1ULLI , +� 0 T_____________________________________________________________________________, , Us $ E L ® � ----------------------------------------------- i 1Q BEDROOM ----------------------------------- BATH. --------------- kg `S�S , , m ` § ,____________________ N ' BEDROOM , W IL ----------------- LL ljl C, w J z N EXI S T I N G S E G O N D FLOOR PLAN w 9GALEi I/�' • I'-O' Job ro.: 0425 yais O-'.11,2001 �w A9 NaMV KF A-2A d p t`$ 1. ALE 15 1J i z I o Notes: 1.) The property line Information was obtained .. i from Land Court Plan #2664-72 and the topographic information was obtained from the Town of Barnstable CIS. 2.) The datum used is NGVD '29,,a fixed'mean sea level datum. 3.) The intent of this plan is for the permitting of the septic upgrade only, and is only valid with an original stamp and signature. I •�.�. ZONE: N/F RF-1 & RPOD Ruth M. Callahan Area (min.) 87,120 SF Frontage (min) 20' Width (min) 125' Setbacks: Front 30' 209.87' Side 15' Rear 15' -T w 32.00 � OVERLAY DISTRICT: ! AP — Aquifer Protection District 0; As Shown on Plan Entitled "Revised Groundwater Protection onin �t Overlay Districts" — April, 1993 O °�� FLOOD ZONE: 0 Zon e C Community Panel No. 8 11250001 0016 D a a July 2, 1992 a o o, a S Qra o $ Q OO rV O 50.00 kn 101 k N &� 2 .63 Posed 1ui00 ditions , S� Pond .. 1 i 0' I Reserve ea 8.00 5 � GQ' �.2�73a� �'- � •r 9 �, 10.00' �1 \� Xil/l� �t, a�s` ■u 0Oo:N• MIN. 212.16' I O�\e� �:�..�- S sE a a 710 v ted floor P0101998 WIMIbwe1 flodaefiDn www N/F �'` LOCATION MAP: John M. lacoi Scale: 1" = 2000' ASSESSORS REF.: Map 114, Parcel 034 Title: SITE PLAN Prepared By. Prepared For: Date: Oct. 6, 2004 PROPOSED SEPTIC UPGRADE Sullivan Engineering, Inc. PO Box 659 Barbara B. Wolf .• AT 199 CollinsOstervige Road, MA 02655 Scaler 1' = 30' 59 Hathaway Road Wabon, MA (508)418=3344,(508)428-305 lax BARNSTABLE, (0S7rRwuE) MASS. PsullPEonol.cam Project #; 24025 ,�, u Finish Grade PERC TEST PERMIT # 10,825 }r i i lilti 1 1' 1 s T PERFORMED BY SULLIVAN ENG, 319. it =. t. . !1, _-,, !I! (,Ei`: . Il... .jf ._ ri:l. " Li:., Ilter NOTES Min Compacted Flll Fabric Witnessed By Dave Stanton 1. Water Supply. For This Lot is Municipal Water. r Sep, 28, 2004 2, Location of Utilities Shown on This Plan Are Approx. 2 ¢ y "�> Y ' F ; At Least 72 Hours Prior to Any Excavation For This MI 1/8' - 112' — Project the Contractor Shall Make the Required -Y{: �, •- _ s Pea.Stone TEST HOLE 1 Notification to Dig Safe (1-888-344-7233) 3. The Contractor is Required to Secure Appropriate PERFORMED BY SULLIVAN ENG. Perma Sep, 28, 2004 Definits ed byoTh sown Plon.gencies For Construction 3' c Y 4, Install Risers to Within 12' of Finnished Grade LAWN EL. 19.9 5, All Structures Buried Four Feet or More or Subject o LEACHING 0 LAYER 7,5YR 3/2 WOODY LOAM WITH PINE to Vehicular Traffic.to be H-20 Loading. ' ` 6, Septic System to be Installed In Accordance With Z' � r a. CHAMBER " aia• - 1 1/2' 3'NEEDLES, LEAVES & TWIGS 19,7 310. CMR 15.00 Latest Revision and the Town of H-20 Double Washed A LAYER 10.5YR 2/5 Barnstable Board of Health Regulations. r $tone •- ry `^ — COARSE SAND 7, All Piping to be.Sch, 40 PVC. 5 ROOTS/LOOSE 19,5 8, Wherever Sewer Lines Must Cross Water Supply B.LAYER 10YR 5/8 Lines, Both Pipes Shall Be Constructed of Class 150 4'-10' COARSE SAND Pressure Pipe And Shall Be Pressure Tested To 28 MED ROOTS, FRIABLE. 17.6 Assure Watertightness. t2'-lo• C LAYER 10YR 6/5 , COARSE SAND CROSS SECTION OF CHAMBER 39 LOOSE & SINGLE GRAIN 16.7 39' PERC TEST 16.7 NOT TO SCALE 25 GALLONS IN < 10 MIN. 120 RESULTS < 2MIN./INCH 919 NO GROUNDWATER OBSERVED Design Data F,F Single Family - 4 Bedroom F.G.11w EL. 19.9 F.G. EL. 22.o Dairy Flow = 110 x 4 = 440 GPD See Mote 4 <typ.) Septic Tank: 440 GPD x 200Y _ { S.C;iI � yt11 880 GPD '. Pi�iR Use 1500 Gallon H-20 Septic Tank n , nSr<ILUYA�,• Too El. 19.0 (Min.) 7•4 1500 Gallon n ,- � CIVIL Leaching Area - � a - t Septic Tank ; H-20 440 GPD / 0.74 = 595 SF Required Flow Sidewall = 430 SF Equ zers � "w s � 3 ,f Bottom Area = 185 SF As Required v c y 6� - • ���� ��•xtis�sa 615 SF Total .Provided . ' may Bedding, 'T's, U. 10, & Baf fels IF Encountered Remove a Leaching C h a m toe r n• Replace as Per Title 5 10' All Unsuitable Solis Within 5' of D e s I n The Outer Perimeter of The n' System All Pipes to be Schedule 40, DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Groundwater a Et. 2.5 Use 3-500 Gal, Leaching Chambers NOT TO SCALE er ' ' ' aps in a Washed Stone Field as Shown, Title: Prepared By. Prepared For: s PROPOSED'TE PLAN SEPTIC UPGRADE Sullivan Engineering, Inc. Barbaro Wolf Date: Oct. 5, 2004 rt AT PO Box 659 199 Collins Rood 1 y Ili59 Hathawa Road Osterville, MA 02655 Woban MA Scale: As Noted BARNSTABLE,(o►im►��MASS (508)428-3344 PSOBpE 8�-Jcom fox Project #: 24025 ^,