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HomeMy WebLinkAbout0345 WINDSWEPT WAY - Health vV, ��, _ Osteiville A= 051-020 v M EA No.2.153LGN UPC 121U amvad.com • Made In USA .AM) =muma+oau I " qjlSF1 4�Y v1l I, f `,.r •n "' - i t 'w;T j 1,1....` ,��{(.] '� n��yy � � �: , 1 � 1 � .li + 1.. .. y � +,� fti, •'Yt' �"'; 'e f rw r f:P�A� t� �� � ;yr}�r) �`k � ! yr -uwy ( + k le rt T � W�•,�r J r.� t � ��(G,+t'��� �� f.}• s r ,�1 ._9r J� r �t.��.,4 i � T� f tr' �f �,.,. f .^t � k}�': R'r '' � r. z�w, • � s. r� � ' � r., r t 5 Y �� Y 4 ' 1 - �^��i 3 y ♦ . r. to }.:�' 4 1... ` _ r T-• 1 Y K F� _ � trl.�C rt.1 � _.. y K� '...;v �� 4'1,5 1� �asF.rL ..44 f i r� {��•y res j,yu'� s .•ar of a ��'e'tFk� *� - _1 tis (,.: -. •� '' T` ¢ ►' r4�s LI' sari { 1 �„ [' -.' `a' v , �.}'�}c..� A 5� :. ✓.�. 1 � -r �•6 d���Y '` d � •rN 1 `g't, s ,A,i. � -I.i�C��vY413�yl � 1+� 11 a u .� y + .._"� a� i ii�l ♦:i C -a{r r ay. .{6 c rc .�:Zf r 4•t v '`st " i.�4 ;f: - ;{, P `, z�k�rvy`•r�.1 � "k sf `,;'`�"Ks ""; SfV a h x.�'+c} _q .;'t ;l'�� � 1 ',•: h { af7 �` �'�,s..f��� r. � � ' ct � +r 'n kr � Y r ., Tr ri •�XF, f Y�.L'w+�`�yr h�l q,I'w`r,-r'. ,n )�'� , �� _ 1cx� r'f Id• J {� 11t+ r J 1 rl" i� },J ♦'ti`.�• �f+'�}Y l.^' '>i d, ,�A i 1`M'.. er i.h °.a• 1,�'" � � - n v1 -.dg'r-; r s"r 1- �L ,F!1� '�,> t .?.. ^:, a r rJT ,�`A-r,F �'1 r ;F.,� 4v.�. 1 1�� '� ['- ?: -q rri ,.e� T•�m+ 7fF '1 � �s,• �� � ':..� �t4`� r �' r�� ,�� '^x t ".v.'v'r ,F 7 Y :! `: � r;�<•'h'��.�'( , sr' dT• r ri,' .� 4 +' a �_�y�� __� ✓� _,.. 1) [ _� �{Sa�511#�:l 3oy—� {� "•C + 'sMa r r�- r. .t� r 1 rry, ,.A� }�S Y� ti'.- I..,a," •t 1 n J T �'.{ I t • 1 Ir i..;Y.1r t .Ef.,} ..�+� 1 t.: �I r'' nY-' S � s f+ � s; yy r ���•c.^S r r• I 1 v ...t r � 3 Y', �. ! S 7� :?y .� R1 F 7�y P:s I � r' •' r 1 r f +r i i jT •L 'F' � r .ram' ... ' � . � � - �t L •r S S .1 14 n t-. 10 l Y .10 `/ .l �c � / No. ��l/ �U D 3 _. Fee 5b THE COMMONWEALTH OF"iOASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppfitation for Misposal *pstent Construction 3permit Application for a Permit to Construct(_��Repair( ) Upgtade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No. c Owner's Name,Address,and Tel.No. I K41VN Assessor's Map/Parcel � \1e' tt4Q F f p e7 L Ins Iler's Name,Address,and Tel.Nox Designer's Name,Address,and Tel.No. ` cl� o vow C_tCw�s i y��,y 3 vsr ��� x� h�� Q Zv 34 95 a Type of Building: ` Dwelling No.of Bedrooms Lot Size 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided T?Z gpd Plan Date t "on' N�Z b 1 t Number of she is Revision Date Titles i 3� %ncu o}CA 14(b-4 ewyt, Size of Septic Tank Co (� Type of S.A.S. (&—'303 \ -(bul�S�i\ Description of Soil qK IVo 132 O3 O-i1 i 0 l.{s,` , '{-A CAE 019-CK 13 -30" cry i eve 4A W N" Swn _ 3 -it- L C\,M 2.2f G f� t6 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment od nd not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of Health. _ Signed Date Application Approved by Date 3 A a i Application Disapproved by Date for the following reasons Permit No. ';t'e i — fl U Date Issued lc ) Q5r Fee JF Entered in computer- THE COMMONU�EAL ;I OF-MASSACHUSETTS' ' -�— PUB IC HEALTH DIVISION z.TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zwficatton for, is osaY pstem (Construction Permit Application for a Permit to Construct(,Repair C,) Upgrade(P)ban one ) - �omplete System, Individual Components �. Location Address or Lot No. zwner's Name;Address .and Tel10, -` Assessor's Map/Parcel _ Installer's Name,Address,and Tel.No.)( Designer'§,Name�Addr`ess and::Tel'.N1& Type of Building: AA t r Dwelling No.of Bedrooms ----_ - Lot Size �3,5`�7.t„a sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ,) Cafeteria( ) Othe"r Fixtures �t Design Flow(min.required) / J 0- gpd Design flow provided ! `(3 ; gpd Plan Date r-t � �1� Number of sheets Revision Date a Title n Size of Septic Tank - o Type of S.A.S. 63f:soo_6"\ c r ,,, I "Description of Soil A I mmf, 14:1 ` Imo_(-AN� '< Nature of Repairs or Alterations(Answer when applicable)-----,--,.: • r f4 e7 �.! Date last inspected: a, Agreement: ,) p . . The undersigned agrees to ensure the construction and maintenance of he afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment a.-oC'd fid not to place the system in operation until a Certificate of !Compliance hasLi5een issued by this Board of Health. S' ed Date /oZ•- Application Approved by /1✓- j2C Date o I Application Disapproved by Date for the following reasons - Permit No. 0 1 - (��JY�J Date Issued 3�311' ------ _ --------------- _ - _ - - _ _- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance !' THIS IS TO CERTIFY,that the -site Sewage Disposal system Constructed(/) Repaired( ) Upgraded( ) Abandoned( )by_ / -Q,/��j C�1 74-1 Cc r,�1 5 1—: at '11 6 6r,.n4 14.AnA i DC:, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0/1-.p SL) dated 3 r Installer Designer #bedrooms_77 Approved design flow U and The issuance of this permit shall not be co trued as a guarantee that the systetnfl functio s i ned. Date L� C7'� Inspector r No. n - n R U Fee�/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Vermit Permission is hereby granted to Construct(') Repair( ) Upgrade( ) Abandon( ) System located at Z O (o rl Z �.n aN-�Lt - e _ t 7 i 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:Constructi n must be completed within three years of the date of this permit.� I ) ju ( �Date Approved by 00 y /04//1l over —Fee '?rhjh Dn 014)f 71 vff .9S w �6 � d3 No.—_____1 � Fee--- ; BOARD OF HEALTH TOWN OF BARNSTABLE Application-firlVell Congtructioni9ermit Application is hereby made for a permit to Construct (V), Alter ( ), or Repair ( )an individual Well at: - -�1� lNn�l►��,cs- _ 1— 4, o17� Lxation —1 Address Assessors Map and Flarcel Owner _ Address ��y� Installer — Driller T— Address Q Type of Building Dwelling ------------— ---------- Other - Type of Building---------------- No. of Persons---------------------------___ Type of Well '1— -- Capacity--- -- -------- -- Purpose of Well-----41E- +1 (SEPTMC--1k1 —_ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed— . — - -- --- ---4��-1 - - date k e Lo /Application Approved By t L ------ d e ---_ Application Disapproved for th following reasons: - -----------_--_ _______— _ —_ -------- - -- -------------------------------------- date Permit No. --- Issued---------- ----- -- — -— date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (Of COMPU nce 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-- --- - -- --—--------- C) ? ------ Fee---,--�---- _ { BOARD OF HEALTH L a TOWN OF BARNSTABLE Zipplication Ar Well Co0tructionpermit Application is hereby made for a permit to Construct (V), Alter ( ), or Repair ( )an individual Well at: r Location..-Address. —— Assessors Map and Parcel LAD 7_4 O�S__C � �__P��l�Sr_�S�1J%? � Owner Address - ,E k ►�_s_t,l ��u _ - .-' _= -Ste. - j Installer — Driller Address Type of Building Dwelling �� --- -- ------ Other - Type of Building----- -------- No. of Persons-----___ t Type of Well "�°�"-- <=---- Capacity-- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed - Z=------ — �0 ] 1 ! _ ttr date I i JAPPlication Approved By � ' /, -- dale Application Disapproved for the following reasons:----------- ------- - --- P ----- date Permit No.--- ---- -- Issued----- ---- ------ - -- date ws-�.._. �,..r-Ji..a....-.�.--r-.-.—._._--.i. _.:.�...:[1 r-rz.+--�.wl��-_—....__.-. �A-..-. � -- __...---•v"r.-.a. � -.._+..x�_...r.x._ _.+� .a.w.�-xa.cr:'. .-.,. _ . BOARD OF HEALTH ,. . TOWN OF BARNSTABLE Al Certificate Of (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------- -' ____ --�-------- BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5truct ion Permit No. - Fee- i Permission is hereby granted V_t f -- --- ---- ---— ` to Construct ( ), Alter ( ); or Repair ( ) an Individual Well at: LI �-/ iham �,,- "` street as shown on the application for a Well Construction Permit No.--- --- -_ Dated )i`-- �' DATE �" � j Board of Health — ----- t r t. JUN-01-2012 12:11 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.4/6 'Town of Barnstable Regulatory Services Thomas'F.Geiler,Director s public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office' 508-862.4644 Fax; 508-790-6304 Date: yD12 Sewage Permit# Assessor's Map/Parcel 5/ Installer'& Designer Certification Desiper: & ,uc "Il installer: 5Qf±Qj a► Can c, W�.. Address: 20. Address: ! �� Pj � ,5_n ' �Vfnl4rncn YIILI�C. �IVI U On e)rd ka' k was issued a permit to install a 3 sF based on a design,drawn by septic system.at > address _ 11►ucn�rtS�vr�ss ant _ dated ( esigne {u 4 4t+Z, _,,!nII certify that the septic system referenced above was ixlstalled substantially according to the design, which inaay include manor approved changei such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory, cc,�rti y 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 witli State&Local RegWations, Plan,revision or certified as-built by designer to follow. Stripout(if require' . cted and the soils were f sfactory. 5 ��4a� °F'� sc JQ :N C. for (installer's Stgi1at»e) " No 491e8. m �FGlSTL•v"X� S/0 �G�. estgner 8 ignature Affix Des mp Here) PLEASE RETURN TO AARNSTABLE PUBLIC H'EALTF>C D VISTO ERTMC TE OF W AL NOT BE ISSUED iJ1rl'l'Q. BOTH 'I H.lS, FORM AND AS- AULT ARD AR RECEIVED BY TIEI B RN TABLE TXBLE PU13LIC HEALTH DMSION. njan OTT. gAof41ee 11mm 4mignenxrtificmdan Pm'mdao Official Website of The Town of Barnstable - Property Lookup Page 1 of 1 C© ' NN N� Select Language ' Assessing Division 'Property Lookup Results - 2012 367 Main Street,Hyannis,MA.02601 << BACK TO SEARCH<< � ?Prir Owner Information - Map/ ock/Lot: 051 / 020/ - se Code: 1300 Owner Owner Name,as of WRIGHTSON, FREDERICK W III &LOIS I Map/Block/Lot GIS MAPS 1/1/12 TR 051 /020/ 200 BIRKDALE LANE Property Address JUPITER L- - 458=771� 2 --`"' Co-Owner Na 390 GRAND ISLAND DRIVE REALTY 345 WINDSWEPT WAY TRUST Village: Osterville Town Sewer At Address: No Assessed Values 2012 - Map/Block/Lot: 051 / 0201 - Use Code: 1300 2012 Appraised Value 2012 Assessed Value Past Comparisons Building Value: $0 $0 Year Total Assessed Value Extra Features: $0 $0 2011 -$ 1,106,200 Outbuildings: $0 $0 2010 $ 1,382,800 Land Value: $ 1,382,800 $ 1,382,800 2009-$ 1,157,300 2008-$ 1,206,300 2007-$ 1,206,300 2012 Totals $1,382,800 $,1,382,800 2006-$981,300 Tax Information 2012 - Map/Block/Lot: 051 1 020/ - Use Code: 1300 Taxes C.O.M.M. FD Tax(Residential) $ 1,977.40 Fiscal Year 2012 TAX RATES HERE Community Preservation Act Tax $349.30 Town Tax(Residential) $ 11,643.18 $ 13,969.88 Sales History - Map/Block/Lot: 051'/ 020/ - Use Code: 1300 • History: Owner: Sale Date Book/Page: Sale Price: WRIGHTSON, FREDERICK W III & LOIS I TR5/3/2011 C194168 $1650000- - KOCH,WILLIAM 1 1/15/1990 C119546 $730000 CAVANAGH, CARROLL J V15/1989 C118023 $1 MELLON, PAUL h 12/15/1986 C109139 - $1 Sketches - Map/Block/Lot: 051 /020/ - Use Code: 1300 4 http:Hwww,.town.barnstable.ma.us/Assessing/propertydisplayscreen l 2.asp?searchparcel=0... 6/1 l/2012 6 Town of Barnstable P# 3 ®3 Department of Regulatory Services r Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled 5 - Time b Fee Pd. 'Soil Suitability Assessment for'Sewa Di posal Performed By:i uj 11V VGt� l y.)i)-e e d'1'/*7—n C - Witnessed By; !n 7 � L��O,CATION& GENERAL INFORMATION Location Address C�/��,,62&t1nQ- IL�/IJ� /iY� Owner's Name I. 11�l1 Gl/I� T Oli� ds 7 r r Vi'I l c Address /((�o.� Fb ra �1 GJ fa-l`n �i°FL 3 3 401 Assessor's`Map/Parcel: G 5 I ©a ,".- Engineer's Names u,r I 1 Ef y j NEW CONSTRUCTION `� REPAIR Telephone# t_ 5Us--�a��'-3 3 9 Land Use Slopes b Surfae Stones' 77 b Distances from: Open Water Body,e, ,360 _ft Possible Wet Area 3' -+ft Drinking Water Well 5OQ ft ` (t? r F; Drainage Way ft Property Line �e. ft Other f 4� ft ; SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) AIL 46 ..«-- ,.-..sr-.`c�e:?�rm.. -_, tee. - '� 'r+-,�• , . .w...�,-w,. ", �tr -` -- .- _ .�,,,,,..�a,..-• _ t, 4 Parent material(geologic) Depth to Bedrock S B Q Depth to Groundwater: Standing Water in Hole: N dIV6 Weeping from Pit Face NVd''1-P= Estimated Seasonal High Groundwater Z (�Z DETERMINATION FOR`SEASONAL HIGH WATER'TABLE Method Used: IVA-- Scff-7 !s�d L'_ Depth Observed standing in obs.,hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole:, in. Groundwater Adjustment ft. Index Well#. Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Hate Time, f,d _ Observation r Hole# l Time at 9" „ Dee of Perc 3(r� �3`1 Time at 6' j nn �� l7 \dh. Start Pre-soak Time @ � �1 S Time(9"-6") End Pre-soakZZ Rate Min./Inch Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N) i"t"t Original: Public Health Division Observation Hole Data To Be Completed on iBack----------- ***If percolation testis to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC 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) 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) DEEP OBSERVATION HOLE LOG Hole# -3_ Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 3 ' � DEEP OBSERVATION HOLE LOG Hole# L Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling .(Structure,Stones,Boulders. Consistency_%Gravel) 5-13 3c-I To y L ' Flood Insurance Rate Map: Above 500 year flood boundary No✓ Yes Within 500 year boundary No_ Yes t/ Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? US If not,what is the depth of naturally occurring pervious material? Certification I certify that on 11 D (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,a ertise and experience described in 310 CMR 15.017. j Signature Date�1 t Q:\SEPTIC\PERCFORM.DOC NIf OYSTER.HARBORS INC. ...... 73,� J j N88'15'OO"W CART PATH PAVED 3J >— CART PA,FH PAVE© 15' ZONING SETBACK 1� HW--- LOT 188 1 , Co 73,597 S.F. 50' OYSTER.,"HARBORS INC. SETBACK r i� I • lNiria% LiivK 11 100q RES * VE \ CN ' z PRO. ^� D-.BOX _ o°j�' TH-2 T..H� E W Q�Qv Rl 00 N 3, A ; d Q TH— C t w Q � o CO a� CUEF pR \� v yqy 'y� SEP NK 1 TH—4 �J ` o �� o O z P \ i C o h� S T I 0 FU T.o x A CIP TH— LQ \ PROPOSED G SETBA DRl IiEWA Y , O RF T .6 sTRI R1 TELEPHONE 5ER " i 1 5 ao: B M CABLE BOX WIDE) �� �� •� 40 32 � _ 50 _o:. S . P .. I N D _ ` 19REPARED FOR: NOTES: ` Wrightson, 111 1•) The property line information- shown was Frederick W. VI/ri g compiled -rom available record .inform otion. & Lois 1. Wrightson 2.) The topographic information was obtained 2108 Oyster Harbors. from an on the ground survey performed in 2001. 1 Osterville, MA 02655 3.') The datum used is NGVD 29, a rxed mean 30 0 15 30 60 120 sea level datum. i �i m ' f s z _ m m o o i W x L. i I a L. J i X _ I Go V Tj Ll rk . I o sp ,� i fi Z W Z s` -41 ..: m No cc IT rill p r p GY e r t II I �',• � a.s.ew,s® X�� \'L �c a w.r ,xamrzaa q�� J - - _ I I I• • LLI m Z 3 W i r 6L 1 i i W\. , 14 - ' a ii. ;3m t _ W w } f j } r m l cl � L 1L N m , t i s 1 1 y i T I rrr- -� 0 3 i , p I I i ! _ 3v Iz V a J EEII • . !{l , A i I 1 I i ! cal f XAft h , t------ - ,� � , .. DESIGN DATA SEPTIC NOTES 4 ZONE. Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours OYSTER ARBGR 7 Bedroom @ 110 GPD Prior to Any Excavation For This Project the Contractor Shall Make S 1/VC ` RF-1 No Garbage Grinder the Required Notification to Dig Safe(1-888-344-7233). Total Dail Flow-770 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town r. t 'a� i Area (min.) 87,120 SF (RP00) y - ' Use a 2500 Gal Septic Tank Agencies For Construction Defined by This Plan. Frontage (min) 20' P , Width min 125 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall _ ( ) LEACHING AREA Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to y lod �F,1 tst�r ` Setbacks: Front 30' 770 GPD/0.74 LTAR =1041 SF Required Assure Watertightness. In General,Water Lines Shall be Constructed in B2 ( ) Coordination With COMM Water,and Shall be in Accordance Side 15' Sidewall=2(12.83'+591)2'=287 SF With 248 CMR 1.00-7.00&310 CMR 7 5.00. � , - `" ..- Re 15 Bottom Area= 12.83'x59' =7s7SF PAVED ( ) 4.A Minimum of 9"of Cover is Required for All Components. 1 M w Total Provided=1044 SF 5.All Structures Buried Three Feet or More or Subject CART P S� /\f J`,00„w ATH j 88°1 to Vehicular Traffic to be H-20 Loading.It is the Engineer's - ° 'ANMIF1 ' OVERLAY DISTRICT: LEACHING CHAMBER DESIGN ReeommcndatonthatH-2oAlwaysbeUsed. ` „ tQ 6.Install Watertight Risers and Covers to Within 6"of Finished Grade I r j( '',1 s y'• j _ All Pipes to be Schedule 40. Use g Inlet,U and Outlet D-Box and Two Leaching Chamber. ` 4� 38.2.�... ART Pit T p .�,� AP Aquifer Protection District oversepncTankl g F,` Lff4JS {~ t, 9 6-500 Gal.Leaching Chambers in a u * , RPOD - Resource Protection 7.Septic System to be Installed in Accordance With 310 CMR 15,00& _ a: � �. 12'-10"x 59'Washed Stone Field as Shown. 15' ZONING SETBACK ; i 0 verl a y District 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Estuarine Watershed Board of Health Regulations, i� I < HIY a x1 " ( fr1 8.All Pipingto be Sch.40 PVC. J 1 CA 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum I N FLOOD ZONE. Sump of 6". L 0 T 188 �• �� 10.Septic Tank Shall be a 2,500 Gallon,with 2 Compartments. lW 7 j �j 9 7 S.F. 1 A- e Zone: B !!! The First Compartment Shall Have a Volume of Not Less Than Q .` , 2 Community Panel No. 1,540 Gallons and the Second ofNot Less than 770 Gallons. LOCATION MAP #250001 0018 D The Compartments Shall be Interconnected by a Minimum W 50' OYSTER HARBORS INC. SETBACK „ July 2, 1992 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. Q I li/it7sd Z/it/,( 1 =2,000f� 11.The Separation Distance Between the Septic Tank Inlets and W U 100/- RES VE 0 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend I P 11 59, ^1 ASSESSORS REF.. PERC TEST: 13 203 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 4" N Below the Flow Line,and Shall be Equiped With a Gas Baffle. r Map 051, Parcel 020 m PERFORMED BY:SULLIVAN ENGINEERING,INC. ,\ JOHN O'DEA,P.E. spa] GS�� -2911 N SOIL EVALUATOR NO. \ WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE X 4-FEBRUARY 25,2011 TEST HOLE- I TEST HOLE-2 EL.1 TEST HOLE-3 TEST HOLE-4 , \ ° EL.13.50 EL.12.80 4.80 EL.15.40 PRO. O LAYER 10YR 3/2 O LAYER lOYR 3/2 O LAYER I OYR 3/2 O LAYER I OYR 3/2 V 74 D-.,BOX \. VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN 6. ORGANICS W/SANDY LOAM 13.00 3" ORGANICS W/SANDY LOAM 12.55 4" ORGANICS W/SANDY LOAM 14.47 5" ORGANICS W/SANDY LOAM 14.9g Q O y? AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 t >. I /� TH-2 `3 DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN Uj aa TH-6 U0 t 14" SANDY LOAM 12.33 15" SANDY LOAM 11.55 13" SANDY LOAM 13.72 13" SANDY LOAM 14.32 � � 0 r j B LAYER lOYR 4/6 B LAYER IOYR 4/6 B LAYER 1 OYR 4/6 B LAYER 1 OYR 4/6 QQ� N l DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN d ^ Q 24" LOAMY SAND 11.50 30' LOAMY SAND 10.30 30" LOAMY SAND 12.30 30' LOAMY SAND 12.90 00 Q p TH- C' ®''•., C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW F\N \ '` ►VI MED SAND MED SAND MED SAND MED SAND O........ C (GYP.) -3 36" PERC TEST 10.50 33" PERC TEST 12.05 o PR 25 GALLONS IN 1 I MIN 25 GALLONS IN 6.5 MIN ��� � I� ��� Ol G \ PERC RATE<2 MIN/IN(LTAR-0,74) 3.5 120' 2.80 120" PERC RATE<2 MIN/IN(LTAR=0.74) 4.80 120" 5.40 120" - NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NK TH-4 o P -- I�� o° O PERC TEST: 7,323 T�0 O PERFORMED BY:BAXTER&NYE,INC. PERFORMED BY:SULLIVAN ENGINEERING,INC. Z P P STEVE WILSON,P.E. IG I O Gji - TAB', w1tivcSSEDi,,. cRRYr,Uiv'NuJv.-TOWJ TOF RN.SE AOQ F EBR'UARY 25,2001 JUNE 15,1989 Finish Grade Cy E)('��' T40 6-ZQ EL'.13.80 O TEST HOLE-5 TEST HOLE-6 EL.12.20 r U V 3 Max. ` O I� f O LAYER I OYR 3/2 O LAYER I OYR 3/2 9" Min f Compacted Fill Filter � z � VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN Fabric I"`. j ORGANICS W/SANDY LOAM 3" ORGANICS 11.95 .•, And/Or '�, s _ AE LAYER 10 YR 4/2 E LAYER 10 YR 5/3 2" 1/8" - 1/2" DARK GRAYISH BROWN BROWN Pea Stone I 7s JS m SANDY LOAM 7 ORGANIC MATERIAL W/SOME SAND 11.62 g' �\ B LAYER IOYR 4/6 B LAYER 10YR 5/6 LEACHING - 1 1/2 I 7J^ ~Double Washed DARK YELLOWISH BROWN YELLOWISH BROWN CHAMBER Stone 24" LOAMY SAND 11.80 32" COARSE SAND 9.53 C LAYER 2.5Y 6/6 C LAYER 10YR 6/4 _ OLIVE YELLOW LIGHT YELLOWISH BROWN 4' _ 10'= I TH- 1 COARSE SAND I 12'-10' s MED SAND PERC TEST 2.12 CROSS SECTION OF CHAMBER 126" PERC RATE<2 MIN iN(LTAR=0.74) 3.00 120" _ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED PROPOSED G SETgA�K, .� . ':, DRIVEWAY �0�11N NOT TO SCALE 30. 't{ SITE PASSED I CON R!'T M.... r. T.O.F. EL. 16.20 See Note 6 (typ.) EL°CTRI TELEPHONE RISER 5 6 i AD. �. B• / � 1 a F.G. EL. 15.20 F.G. EL. 11.75 \ \ \ \ M Flow Equilizers As Required House Invert H. 13.In WATER GATE I Q 6. ° Q EL 2500 Gallon CABLE BOX "' I v rC� v ' EL. 11.10 Too EL 10.25 7 13 W = 2 Compartment 7 Pool House Invert EL 9 7 �, Septic Tank EL. 9.60 Q EL. 12.81 SEE NOTE 10 D-Box ° Installer To EL 925_ 2J>w Con firm All Prior "I Chamber L, ! / WIDE) 'l To Any Work eaching To Be Installed On , A 40r, \ stable ompac e ase 40. 32 - Bedding,"T„s tf:Er ........... d RefrAve:& i2e tvice !v Inspection Port, & Baffels A(liG1n5H1aI?le So1/s 1;iYhin 5 :of o % ���....t10� as Per Title 5 The:Qufier Pert reker of The $yysem:: e'i W EL 2.12 '�, ...-... No Groundwater � Per Test Hole 6 DEVELOPED PROFILE OF SYSTEM NOT TO SCALE D Update Foundation Location - Relocate Se tic Date: 04 04 12 Wetlands \\Flagged V Add Wetland Line Date: 08 15 11 Brad Hall � REVISION: U date DwellinQ Foot Tint Per 06 10 House Plans Dote: 08 02 11 8 12 11 t 1 TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed Improvements Sullivan Engineering Inc. CapeSury Frederick W. Wrightson 111 1.) The property line information shown was = p 7 Parker Road p ' compiled from available record information. PO Box 659 & Lois 1. Wrightson A t Osterville, MA 02655 Osterville MA 02655 � �e 2.) The topographic information was obtained (508)428-3344 (508)428-9617 fox (508) 420-3994 (esur 420-3995 fax 2108 OysW Hat uors from on on the ground survey performed in 2001. 3 y� '„/�N��V�LiQT 1 i/�� capesurv�ca,�ecod.net 7 Ids G/(1 Osterville, MA 02655 --` Barnstable (Oyster Harbors) ass. 3.) The datum used is NGVD '29, a faxed mean Draft: Jpp Field: 30 0 15 30 60 120 sea level datum. „y DATE: March 24, 2011 SCALE: 1„ = 30 Review: PS Comp.: Project: 98095 Project: DESIGN DATA SEPTIC NOTES ,�.. N/F 1 ZONE. Single Family 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Houns OYS7tR HARBORS • '•••.... ...-•- i 7 Bedroom®110 GPD Prior to Any Excavation For This Project the Conhactor Shall Make I INC. ` ,�� b „ •,'r i i,.? RF-1 No Garbage Grinderthe Required Notification to Dig Safe(1-888-344-7233). + Area (min.) 87,120 SF (RPOD) Total Daily Flow s 770 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town ^' / tri Use a 2500 Gal c Tank Agencies For Construction Defined by This Plan r V FronfaEs, min 20' �' ( ) 3.Wherever Sewer Lines Mast Cross Water Supply Lines Both Lines Shall Width in) 125' " ,.,,A .��• Be Constructed of Class 150 Pressure and Shall be water Tested to Setbac LEACHING AREA 1 2 4c n � a + Fron t 30' 770 GPD/0.74(LTAR)-1041 SF Required Assure Watertightness. In General,Water Lines Shall be Constructed in • Coordination With COMM Water,and Shall be in Accordance ! � � o Side 15' Sidewall 2(12.83'+59)2'®287 SF With 248 CMR 1.00-7.00.&310 CMR 15.00. , Rear 15 Bottom Area-(12.83'x s 757 SF » �- r �� 4.A Minimum of 9 of Cover is Regained for eats. ,� r Total Provided m 1044 SF S, ""- 7H PAVED 5.AllStructuresBuriedThreeFedorMoteorS*ect •3'r' /N88"?5°00"IAA CART PA to Vehicular Traffic to be H-20 Loading.It is the Engineer's PA�D OVERLAY DISTRICT. LEACHINGCHAMBERDESIGN Recommendation that H-20 Always beUsed ,38• CART PATH r y " = • AP - Aquifer Protection District �Pipes to be Schedule 40.Use 6. IL Watertight Risers and Covets to Within 6"ofFinished Grade ` r - n• RPOD - Resource Protection &500 Gal.Leaching Chambers in a Over Septic Took Inlet,U.and Actorutlet,1anosD-Bo and Two Leaching Chamber. p j ,\� ,r y��5 x *� / ` � '• District12'-10"x 59'Washed Stone Field as Shown. 7.Septic System to be Installed in Accordance With 310 CMR 15.00 Fi �. � � Q Overlay 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable / 15 ZONI/t/G t W i Estuarne Watershed� .�• ,� a � � Board of Health Regulations. � � / / � � , � H i'i 8.All Piping to be Sch.40 PVC. j 10 9.D-Box Shall Have a Minimum Inside Dimension of 12",add a Minimum / N FLOOD ZONE. 10.Septic Tank Shall be a 2,500 Gallon,with 2 Compartments. / LOT !88 Zone: 87J,597 wm As �, r- . / � The First Compartment Shall Have a Volume ofNot Less Than` Q� •. 73,597 S.F. t Community Panel No. 1,540 Gallons and the Second ofNot Less thud 770 Gallons , 1 LOCATION MAP #250001 0018 D 50 OYSTERIHARBORS INC. SETBACK The Compartments Shall be Intercomaected by a Minidnim 4"O Z w� �' •-..... . _ 1"-- 0001' July 2, ?992 Vented Inverted U-Shaped Pipe with a Gas Battle on the Outlet. .�ar ' 11.The Separation Distance Between the Septic Tank Inlets and J y Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall lead �V t / A 11 VE / ASSESSORS REF": PERC TEST: 13,203 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Bxte 4" / N 59 , Z Map 051, Parcel 020 Below the Flow Line,and Shall be Equiped With a Gas Battle j O PERFORMED BY:SULLIVAN ENGINEERING,INC. r i JOHN O'DEA,P.B. SOIL EVALUATOR NO.-2911 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE �` C FEBRUARY 25,2011 TEST HOLE- I El-13.50 TEST HOLE-2 EL.12.80 TEST HOLE-3 EL.14.80 TEST HOLE-4 EL.15.40 ` ( PR6. o O LAYER 10YR 3/2 O LAYER IOYR 3/2 0 LAYER IOYR 3/2 O LAYER 10YR 3/2 t '\ V r4 D AOX VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN 6" ORGANICS W/SANDY LOAM 1 •00 3" ORGANICS W/SANDY LOAM 12.55 4" ORGANICS W/SANDY LOAM 14.47 s" ORGANICS W/SANDYLOAM 14.98 O AE LAYER 10 YR 4/2 AE LAYER 10 YR 4/2 AE LAYER l0 YR 4/2 AE LAYER 10 YR 4/2 N I Q�O TH-2 DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN 14" SANDY LOAM 12.33 15" SANDY LOAM 1155 13" SANDY LOAM 13.72 13" SANDY LOAM 14.32 B LAYER I OYR V6 B LAYER IOYR V6 B LAYER IOYR 4/6 B LAYER IOYR 416 Q / N DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN DARK YELLOWISH BROWN i / \ ^ �OQO / 24• LOAMY SAND 11.50 30" LOAMY SAND 1 o.30 0" LOAMY SAND 12.30 30" LOAMY SAND 12.90 \ O Q / P RQ, v f TH- C• •w•-•oo C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 6(6 C LAYER 2.5Y 616 ^ OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW OLIVE YELLOW \ / PN� MED SAND MED SAND MED SAND MED SAND I O 00 I CLE ) 6 PERC TEST 10.50 37r PERC TEST 12.05 1 C) -13 25 GALLONS IN 11 MIN 2s GALLONS IN 6s MIN ` o � I pgo•c / ;n 120" PERC RATE<2 MIN/IN(LTAR-0.74) 3.5 120" 2.80 120" PERC RATE<2 MIKAN(LTAR m 0.74) 4.80 120" 5.40 P� �� \ NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED I �' SE PAY, ,- -' 1 TH-4 ,_A PERC TEST: 7,323 tAJ� O � � Q PERFORMED BY:BAXTER.&NYE,INC. STEVE WILSON,P E PERFORMED BY:SULLIVAN ENGINEERING,INC I Z Q P�'O ` / •0. WITNESSED BY:JERRY DUNNING.-TOWN OF BARNSTABLE ! N A� / IUN&is>1989- FEBRTiARY25.2001 t \ i~ ��y fps,;0,,,0 0 uY 0 \-Finish Grade \ G/� "IkCJ TEST HOLE 5 EL.13.80 TEST HOLE-6 EL.1220 \ pt1N� 16.2 N• /a O LAYER lOYR 3/l O LAYER IOYR 3/2 J. M)ri4 O VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN Compacted Fill meter •�' �` / " �•1t"� , ORGANICS W/SANDY LOAM " ORGANICS . I �\ I AE LAYER 10 YR 4!2 E LAYER 10 YR 5/3 11 95 Fabric Z And/Or / = DARK GRAYISH BROWN BROWN 1/8' - 1/2" SANDY LOAM 7" ORGANIC MATERIAL W/SOME SAND 11.62 Pea Stone B LAYER IOYR 4/6 B LAYER IOYR 516 3/4" - 1 1/2" I \ , .3 DARK YELLOWISH BROWN YELLOWISHBROWN LEACHING CHAMBER S oble Washed s o, �" Tn 1 24• LOAMY SAND 11.80 2" COARSE SAND 9 53 \ \ _ ne C LAYER 2.5Y 6/6 C LAYER IOYR 6/4 OLIVEYELLOW LIGHT YELLOWISH BROWN a 4' - 10" v \ -► TH- j \ MED SAND COARSE SAND �-- 12'-10" -►� PERC TEST m ` PERC RATE<2 MIN/IN TAR m 0.74 � � \ � \ \ 126" ) 3.00 120" 2.12 CROSS SECTION OF CHAMBER � NO GROUNDWATER ENCOUNTERED NOGROUNDWATERENCOUNTERED , PROPOSED SE.ZBA - \ \ ;�. 0 NOT TO SCALE / �1 ( � DRIVEWAY r Z0 \ "�_ O \ SITE PASSED N11 \ Oj - \ M�T•. See Note 6 (t)p•) l ELECIRI E 8 i\' �'/ 19 F.G. EL 15.20 / PAD TELEPHONER _ • �, 1 F.G. EL. 11.75rl now Equdizers House Inve A/' As Required EL. 13.75 `AI \ EL 2500 Gallon A7ER GATE \ f \ 1 186. •� 8 V�► Pool House Invert 2 Compartmen 1 0 Ton EL 10.25 CABLE BOX �1` J , t EL 12.81 Sept/c Tank SEE NOTE 10 D-Box Installer 7b jy OF�q Confirm All Prior FPL q8c To Any Work To Be Installed Op Chamber t ,� y JOHnS C. CJ Stable Compacted ose �`S/� �Q Z \ O': .A Bedding,"T"s, t;.,:a: :::.. 2 r Ins ection Port fF.l`"• :.., :'::;y%:� �i . :......:•::::: ......... P ........... :. .. ,- c p 1 &sorrels ;3�k'(i..ililla?rJ ►�o�er:::SV'i„r!;)ii;::::+X'•;::air.•;sy. � O _ W L A • o as Per Title 5 7fiilt z ; toFF;',tletFtliialk<t(`pX?7viYdtatl FG/STER`� ��� SS NCa� No Groundwater /ONAL E Per Test Hole 6 DEVELOPED PROFILE OF SYSTEM `� a NOT TO SCALE \\ a UP date Foundation Location - Relocate Septic Date: 04104 12 i Wetlands Add Wetland Line ' Dater 08 15 11 Flogged B� REVISION: U date DwellingBrad Hall Footprint Per 06 10 House Plans Date: 08 02 11 8112111 TI TLE. Site Plan PREPARED BY' PREPARED FOR: NOTES: Proposed Improvements Sullivan Engineering Inc. CapeSury Frederick W Wrightson,. /'I 1•) The property line information shown was 1 • g ' compiled from available record information. rri PO Box 659 7 Parker Road pp / nl & At Osterville, MA 02655 Osterville MA 02655 Los 1. Wrightson -, • (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3935 fox 2.) The topographic information was obtained 390 Grand Island Drive 2�oQs o ste�r�/Harb(��rs from an on the ground survey performed in 2001. capesurr apecod.net OsteirV/ Ley ►Y/A O�V55 Barnstable (Oyster Harbors}' Mass. 3.) The datum used is NGVD '29, a fixed mean O Groff: JOD Field: 30 p 15 30 60 120 sea level datum. ».y DATE: March 24, 2011 SCALE: '» _ 30= Review. PS comp.: Project: 98095 Project: