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HomeMy WebLinkAbout0100 OREGON WAY - Health `F 100.OIFG.ON WAY , COTUi T t I A 016 012 i { r�. �p f p } '6 11I I 1 No. � `� t •, I ; Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppricatiou for Diow5al *paem Con5tructiou permit Application for a Permit to Construct(/ Repair( ) Upgrade( ) Abandon( ) Zcomplete System ❑Individual Components Location Address or Lot No. wp�/ Owner's Name,Address,and Tel.No. /�e,s /� / orr Map/Parcel Installer's Name,Address,and Tel.No. 77/ ,y Designer's Name,Address and Tel.No. Type of Building: �G Dwelling No.of Bedrooms Lot Size 24 se-ft. Garbage Grinder 49* r Other Type of Building C69 �' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requir ) ( gpd Design flow provided � gpd Plan Date Number of sheets Z- Revision Date Title `7 L?' 4/f$ �� �'P 6®®® Size of Septic Tank ` (�'Q Type A.A.S. Description of Soil 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H It Signed Date L Application Approved by , S . Date Application Disapproved by: Date for the following reasons Permit No. 2 D Date Issued Z O ' t -�a' ! Fee �! THE COMMONWEALTH OF MASSACHUSETTS Entered in co , uter: 'q '�_' Y5 t .,iI Yes PUBBLIC HEALTH DIVISION TOWN OF BARNSTABI-6, MASSACHUSETTS �p�pYicattou for �Bioozal 6iwin Cow6truction Permit Application for a Permit to Construct(� Repair( ) Upgrade( ) Abandon( ) ) Complete System ❑Individual Components P LocationAddress or Lot No. Mlla 6.9 Owner's Name,Address,and Tel.No. ssessor's /Parcel © �}""�� Installer's Name,Address,and Tel.No. 7 7 f4^ Designer's Name,Address and Tel.No. Type of Building: G Dwelling" No.of Bedrooms , Lot Size ,Z sq-ft. Garbage Grinder Other Type of Building efteP92 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design,how(min.required) 1/0 gpd Design flow provided ��Z pd Plan Date , Number of sheets L— Revision Date Title 10 yr �wQ </�S / // Size of.Septic Tank lJ�� Type A.A.S. � lO !lj�� Description of Soil �`j xl7 , e Z Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: r° The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by r 1 , 5 Date Application Disapproved by: Date for the following reasons Permit No. 2 G 0 141 Date Issued Cc 2 0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of, Compliance l THIS IS TO CERTIF ,that the On-site Sewage Dis osal System Constructed ( ✓) Repaired ( ) Upgraded ( ) Abandoned( )by X? at has been constructed in accordance with the provisions of Titl/e 5 and the for Disposal System Construction Permit No. Gft'J dated �C{ Installer ?.:;>o'-Tr, NS7 Designer pQ I SL-N,o S #bedrooms Approved des�i n flow (1 0 gpd The issuance of this perl'nit shall not be construed as a guarantee that the system will functiqas designeA. Date �, /,� Inspector ,�/f / f g"i No. G,00 - t f Fee l THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1=igpo!5al 6p!5tem Construction Permit Permission is hereby granted to Construct (V) Repair ( ) Upgrade ( ) Abandon ( ) System located aty�-- • 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: Constru tion must be completed within three years of the date of this ype nfit. Date �0, 2 O Approved by !� •s , r no TOWN OF BARNSTABLE LOCATION 160 SEWAGE#_��� — t VILLAGE �'t "LA_.tT ASSESSOR'S MAP&PARCEL V l0 -0( �- INSTALLER'S NAME&PHONE NO. E. C ( • S6T. 44E. Ve SEPTIC TANK CAPACITY iS?,o Z-A-l_ LEACHING FACILITY.(type) r (size) 1/, r- i NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: 10 v Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet S 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 IA A. .3 �.. p3. 3 . t �t , r Cabot, Jaime From: Crocker, Sharon Sent: Monday, June 01, 2009 4:27 PM To: HeathDeptMailbox Subject: 100 Oregon Rd, Hyannis Bortolotti will be in for a septic permit. The Board of Health letter is in the file approving a two dwelling location: Main House with 6 bedrooms and cottage with one bedroom. Thank you. 1 Op THE Tp� Town of Ba• rnstable BAFtNS"fABLE, y MASS. i639. � Board of Health afFD��A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 FAX: 508-790-6304 Wayne Miller,M.D,Chairman Junichi Sawayanagi Paul J.Canniff,D.M.D. Glen Harrington, R.S. November 8, 2008 9 Leda Rosa Lane Marstons Mills, MA 02648 RE: 100 Oregon Road, Hyannis A=016 - 012 Dear Mr. Harrington, You are granted permission, on behalf of your client Taylor Joyce, to construct a soil absorption system designed to be connected to the main dwelling which will have six bedrooms and to construct a second soil absorption system designed to be connected to one additional bedroom in a-separate cottage at 100 Oregon Road, Hyannis. The septic system shall be constructed in accordance with submitted plans dated August 4, 2008. Sincerely yours, QWy"r!,M. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\sixbedroomsHarrington100 Oregon2009.doc I` z Town of Barnstable > Regulatory Services Thomas F. Geiler,Director BAJRFtN MASS. # Public Health Division 039. s Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 6/9/10 Sewage Permit# D' "� Assessor's Map/Parcel 016-012 Installer& Designer Certification Form Designer: Cape & Islands Engineering Installer: Bortolotti Construction Address: 800 Falmouth Road, Suite 301C Address: P 0 Box 704 Mashpee, MA 02649 Marstons Mills, MA 02648-0704 On 6/Zl0 Bortolott'i Construction was issued a permit'to install a ` (date) (installer) septic system at 100 Oregon -Way based on a design drawn by (address) Cape & Islands Engineering dated 8/4/08 (designer) _ieeloocertify 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 distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if requited) was inspected and the soils were found satisfactory. N � DArip. (Ins er's Signature) CNg } esi is i ature) (Affi 4f mpHere) 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. gAoffice formsWesignercertification form.doe �pIME 3'p� DATE• l� d 96 &AMSTABLE, Town of Barnstable REC.B 6 9 p'`gyp Board of Health SCHED. DATE: l9�10 A�FD MA'S 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-004 Paul J.Canniff,D.M.D. Junichi Sawayanagi. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION / Property Address: 0 0 V of Dom+ 2c� Cv P�[ •� Assessor's Map and Parcel Number: Size of Lot: Z b yl�C Wetlands Within 300 Ft. Yes ✓/ Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No' PROPERTY OWNER'S NAME CONTACT PERSON Name: jo/cc Name: �e {�r�v✓c H S�''� P Address: /0,0 0, o., Address: ! I t"10L Phone: Phone: .S"L 27Z Checklist Please submit copies in 4 separate completed sets. Four(4)copies of this application form 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) Q:\Application Forms\SixBedroomForm.doc L _ I DATE: MAIL-IN REQUESTS REC.BY SCHED. DATE: Please mail the completed application form to the address below. Also include four copies of engineering plans and house plans (see check-list below). Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist Four(4)copies of this application form 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) Back to Main Public Health Division Page Q:\Application Forms\SixBedroomForm.doc EXCERPT FROM BOARD OF HEALTH MINUTES ON OCTOBER 14, 2008: III. Six Bedroom: Glen Harrington representing Taylor Joyce, owner— 100 Oregon Road, Cotuit, Map/Parcel 016-012, 2.6 acre lot. Glen Harrington was unable to attend the meeting. The plan had a total of six bedrooms in the main house and one additional bedroom in a separate dwelling with two separate systems for each building. The plan did not require any variances. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve the submitted plan for seven bedrooms. (Unanimously voted in favor.) Q:\MINUTES\EXCERPT OF MINUTES\Excerpt BOH Oct 2008 100 Oregon.doc - tN Of THE Tp� Town of Barnstable RARNSTABLE, MAC. 039. Board of Health �0 0r fa�,l a 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D,Chairman FAX: 508-790-6304 Junichi Sawayanagi . Paul J.Canniff,D.M.D. November 8, 2008 Glen Harrington, R.S. 9 Leda Rosa Lane Marstons Mills, MA 02648 RE: 100 Oregon Road,_Hyannis A=016 - 012 Dear Mr. Harrington, You are granted permission, on behalf of your client Taylor Joyce, to-construct a soil absorption system designed to be connected to the main dwelling which will have six bedrooms and to construct a second soil absorption system designed to be connected to one additional bedroom in a separate cottage at 100 Oregon Road, Hyannis. The septic system shall be constructed in accordance with submitted plans dated August 4, 2008. Sincerely yours, W yne iller, M.D. Chairman _ BOARD OF HEALTH TOWN OF BARNSTABLE Q:\WPFILES\sixbedroomsHarrington100 Oregon2009.doc r r Cotuit Fire Department T U Fire, Rescue & Emergency Services G� l� canes 64 High St. - P.O. Box 1632 1926 Cotuit, MA 02635 Paul A. Frazier Phone (508) 428-2210 Chief of Department FAX (508) 428 0202 TO: Tom McKean, Director of Public Health Town of Barnstable, Board of Health P.O. Box 534 '`- Hyannis, MA. 02601 FROM: Chief Frazier, Cotuit Fire Department f• SUBJECT: Tank Removals, et al DATE: June 5, 2000 The followingtanks have been remove /d abandoned since my letter dated March 10, 2000. If you should have an questions or require additional information, call. Y q eq a on, please feel free to Thank you. NAME ADDRESS DATE NOTES Gikas 100 Point Isabella Rd. 04/11/00 1000 gal.tank 4'x11' Cotuit, MA 02635 abandoned in place due to potential structure damage, soil vapor test negative, filled with concrete. No contamination or odor present . V/ Peterson 100 Oregon Way 05/24/00 1000 gal. tank removed, Cotuit, MA 02635 no contamination or odor present. R D���1 TOWN OF BARNSTABLE O -2/-7� _fit 4=1+4 Fi r LOCATION /Go ® SEWAGE# L)Ct fisE+. VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 2 ,G t. J�76r44.g' 4!!7 16-®I,2 SEPTIC TANK CAPACITY /s= �— e tcxo 44t LEACHING FACILITY:(type) (size) . NO.OF BEDROOMS ,[ OWNER PERMIT DATE: COMPLIANCE DATE: 0 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 /C 300 feet of leaching facility) Feet FURNISHED BY y v / A- 3 3d _= TOWN OF BARNSTABLE LOCATION /G® o�rya���, SEWAGE # �CtGO-3f J VILLAGE 4Z&I ASSESSOR'S MAP & LOT�"L�4"_ ` INSTALLER'S NAME&PHONE NO. 6dy5Ara Ay,) 9-A-12C SEPTIC TANK CAPACITY i 50 Gd t f Orp Cc' 962A G40�1s LEACHING FACILITY: (type) P-irl E (size) lal"17J"'XX' NO.OF BEDROOMS BUILDER O OWNER �+�rr ov . PERMITDATE: u R COMPLIANCE DATE:_ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 3— 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) f'�� Feet Furnished by 111,0440 �/OV ,. � �n,� � � �Or�ti ^' n`� _. � � 'ice i � � . �3. �� fib' �o�,�' � a � �✓ r � � l r i � � ,.��t � j �/� � _ . � - � i> � � ' s��� ���� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -,, Y s PUBLIC�fEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Zipprtcation for &&pool *pttem Cougtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /a 0 Qre9on L�Of ic/f Owner's Name,Address and T 1.No. ./ 9, ,rohn a. �7JQr6i�L rcee! Trsl4 rvon Wad /U Trull Assessor's Map/Parcel r"Alr 0/•- C/0 6W a//�3 u loch a. /ivo hr /✓d Sup` at36o L61 �1Ir A Installer'sXNe,Address,and Tel.No. Designer's Name,Address and Tel.No. J p�-t� ?Md5'l_7oLo����d/'v 6�e fer S'v//i'va h P /S v 1-7 t by..2?7 �',.o�r Ce r 26C /P a 6 ar S 9, 6d moo^✓,y/�0:2 s,S Type of Building: + ��, • . Dwelling No.of Bedrooms�_ Lot Size --2 O sq-f+. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures l^ki Design Flow_ //o JQ gallons per day. Calculated daily flow gallons. I r. % �400 Number of sheets Revision Date /V Plan Dater_- Title 5 'f = 0 fit,j J' Size of Septic Tank 1506 0_/!'dn Type of S.A.S. Description of Soil C GeIV Je'- 3 :::Zo * ✓/> 7 Goeirse r5,�3 /D Lf 3 " �/��/ brn r� .�a�rr•G !6 r� a -14 3` I S" .L t ye/1 d ter, text rye 5aot L /4ttt. G J!, '76- — 1.76 Sh"Qra d h eDta/� i-R-0 t'. 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo H lth. Signed Date 7 Application Approved by Date A '2 Application Disapproved for the following reasons w. Permit No. Date Issued'' �-- A. / No. IW 4W- ✓ / / Fee ISO"inn THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y— , ...PUBLICLTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21ppli.cation for �Bigponl *pgtem Congtructton Permit Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /0 0 Ori yor, &L&jf- , C"07�71./f' Owner's Name,Address and Tel.No. oh n w 664 rcec Trs ,1 0.7 40ax NOW) Try Assessor's Map/Parcel ill dt f 16 0/,2,, elp Od^/J, Installer'srNe,Address,and Tel.No. Designer's Name,Address and Tel.No.f��W � • �P trr Sv1l� vrr s� Pt, r,re r r2 f o G oar S`/ �JS/G ✓ J/c C,2 4 Type of Building: GcrcS Dwelling No.of Bedrooms to Lot Size �,O y' Garbage Grinder(A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow,,,, 16 gallons per day. Calculated daily flow to/a gallons. Plan Dat 7 1 Mw / eR000 Number of sheets Revision Date /V F� Title 1 6- Mal) kJn ra W-L 1041 0/,Moo L11 u fl r )1' Size of Septic Tank O r 0-llow Type of S.A.S. �a ii'/7�, Description of Soil, y pJ rL� /1. C E�/U Al nlelk—i'' 3 "/D" .�r/7 Die rse de nz l0 r 6;1 /6 — 43 ' Cll ' fJ) 6/'n Cjc rve .� ,? L /6 & r, d/:3.. y�" ,G f eJJA 6 r>-) r'/,Z?rfie, /aG Z'6/ii r. Nature of Repairs or Alterations(Answer when applicable) Date last inspected: k Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Boardof H lth.. Signed Date 7 ' Application Approved b _ Dat e� Application Disapproved for the following reasons ' Permit No. Date Issued ---+ ------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comphance THIS IS TO CERTIFY,, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded ) Abandoned( )by Xd r )'`/1 zo tl J at /Cl 0 Ormno 4!Llg. �0/U,/ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pei. dated • Installer .o. Designer The issuance of this permit shall not be construed as a guarantee that the s s will function as desivned. Date Inspector ------------------------------------- No. s Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mtoogar *raem Congtrurtton Permit Permission is hereby granted to Construct( )Repair( ')Upgrade )Abandon( ) System located at 0 0 are Or7 v 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:Constructiogrmust be completed within three years of the dat�off Mt. Date: 1�?V Approved TOWN OF BARNSTABLE LOCATION /00 e 1 SEWAGE # -317 VILLAGE 61101� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) P-"l i (size) NO. OF BEDROOMS BUILDER 0 OWNER PERMITDATE: -7 7 1z;16 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet ity Private Water Supply Well and Leaching Facility (If any wells exist it J9 on site or within 200 feet of leaching facility) Feet. Edge of Wetland and Leaching Facility (If zihy.wetlands exist within 300 feet of leaching facility) Feet Furnish ed by 0 0 M, R P rE- _I /7 e I � M ji(�L Mm 17134 x 17s i 41 41 I -- a r 1 i - I I I N 1' I cu I I i � I � I I I 71 � rno"tt � � — L---- - - ----� ;' I i; 'IIII ,i l !r 1 , I ii l I �v 1 `° - - ~ V } Secorn�l I=►r�r- �►at-�_ ronf Elevation �ighf �levaficr04 - V loft - - -�- � Q TED a yob�o.: 0 7 37 date . Scale h0 �'ir'zf 'Tor an �e�r �l�atioh - - L.e . �►ev��1rn � drawn �.�..�. 1 I I w r_ _ Ir I pere�o(a r, {�orr✓h Nls }3ed12-orn 1 _ tflq 31 x 10 -- X)7o- LITJ W'IG I I I .. 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FYP(fA L 1F�P1 aW,D R 9PDF®IV - DD'<O 6D' PVOfNe YY KLP�iPMDLI wIb DPD I]•FPON LORERi.BLLTS• LBa:Ve BOM I�IARe TLPI MlTGM eP NYLYVLL �R9 AMD SPA NnBED�Y%B•PIAR VVdBB -S•.e/2a DVHBR Ea•(pYRTG M19i�Ip�fe,p aa� KaNT TO�APPRO%D-MN-(I@EA TO DILL✓w98t PSUW a'PHLIFAD®6RAV6 _I DI[' v__lY .ADas cI1nCaK�nME nPPoMlal.®6NRRnAnLO El NMSNNB wPYteT!f'T OBNP OLOD PPY!IIOI eW �]Ir/W awiTmOuM�TL Dffi V ADLPoLa O C•e..p oIOMe0r�t CbTNO'� M BE TO9 W�'M�KXC dICR�R Po1p11B R- 9FL OALUE:N1/4D' .AI'T-OI'ON PLAN IX - A— ISSUED FOR&DOING , em i of �a ` 1r.ur era• I4'4 eb' N-0 V4• ]'4 !4 ea' —df' !'11e' 1°�]I/J' I]'91q' y,y r4 re• re• jraar ]. CY'°AFe G0.MF PATIO .+ g E — -- ____ sIrnNG f I .b a •a vf•rev b In L.vf• .n• u]• o' yr ra v4• 44 1 f rfl• Al q, + § ~m H Ae — Lam$ — _.—.,�.—.—._.—.— waw r°Ia=xerPa 9 li _ n n�A�IXT'®eMA�r, \\ NtlAG1I1@Ap � awl a �•MIL ��Il C ! Y MArt PAMaAT Q] — _ MSIR.BEDROOM PRGI Aamvx. �y \� f,.gp,.y EATING Ay�q�q REAR PORCH§ °'�+ •"f`T ' .e+; sew 7 ca.ea ss vn 4-• - 1+ ISM t..e..: A8 f=� : an �4r n 4 . r{�5 ^ ea rI11 GA4°aaElp119 �S I m C U R V E D S T A I R P L A N rv]•SCALE. 1,]^ IKITCHEN 4 A_: FAMILY ROOM e'__________ c/lI O Oi QtAO S .BATH.°dS rardf s----------------------------- FT P'^ !'a VY ' r f'a' r-4 Y4 r ea I]Y In' r9' N' al In• 1. 1�]'� —Ne V1' nw a • i R• t f � !vr ^ LOWER HALL o. o { d d ____________________ I -- , a , � I ea�uL cn. • I , MIT 1 -_ - i_________ SIDE HAL }.- �d ? za• - re re yr -u ro• z vr'zw ]l •" avr ]4• f'4 m we a_�t 9,3�?�L.; 1 r e T/ c° I SM. e 1 1 \ QF• F Aecw .yc„ a`dam' x._mn o \ E+p STORAGE iyN,y�Ny11: tpp59�c :i t 3eap A .:N 4Nlil .,9�dxe C�<oe�o 0p lle� - P� LIVING �,\pe t DINING ' FOYER r § np+ d ° AP Lq cla j p v U N %w C�L o & d v C V Cu _ . .\ ,� c+•p' \ pd I FL FRO T PORCH Iwrw.�,PnFvra�e;nr L ILL. A Pp dd AT O 7 LL r h� `•� A yf I µe, L) a I •e uo. 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Nwsemlw Hasa ro ee rc �AY1iN�rk�T�sW4 �'•0• �b. Yd' ]]'O' RY. �n�b ml�,arTw�xAre elm. cane�ro ate now xn rA.roal� _ .����rbw�N•��. A— 3 SECOND FLOOR FLAN TeTeea.r CO e G A L t. I/4'• I'-O- 00R0 GtlAAn:F9•el0 BG.Pr. ISSUED FORBIDDING shl B Of 29 I w 00 6"",�".'`.. O O r O O s'.a• 1e,a. lea va' I uv vz I Y•e• ra Fi ------------------------------------------------------ -4X - A•yo o c � a• ( P H Al \ ,. _ .. '{ 'y►dQ c •♦ oe DanwT�cv�r D.a�ry t ♦e F—n v—� �.E 0839r ----- �yy .m,•rD N D ' I , I O O 1 001 ro yi IN c v I I, I , R O O F P L A N ) p�` _ aro <II wv fl <v+• ew eM• w• R Y NO , I . kwox( —.' rto.»wax ws _ -S, So"r�iE'3�fe• rai --- ew --------------------- 701 T (I• .• , , LAB ��`W<�$oeooe� Y ' , , , �2� y. sox , , >^ a+D• xe• a Dae�raui� V <w• r � •\ d Yd � e ea ID• � (Uc En T u .� Ae 3 3 o C V � 010 v Rf L �,A I O pE $ .•� ? LL. 9P `•� ,ry I O U s pro.: asa,.L nAx xma I date aHARGI low • OL MILe lblm M1MYJ D �; �'b• I x.D• 6ca1e as uomo OL MILD ItlRD�]xe9•N' drawn: qan eer`�"'ws nwi P00R9"' rev. ' \� ro�T61A•H+ALT - STPM AR MDTLT D9¢O � IaV. . \ AriN IIPACi�eTAM elA f M EMI BD1 i062`/ATIOItl I00.MU A-4 ATTIC FLOOR PLAN Is,a se.rr. ISSUED FOR BIDDING BM a Of 2a r bZ: ;o LC ws 9NMOI9 UOJ N30SSI Z V «f� NV fdP ?�00 r 0N00.9S V i LvAem aazw sv glens bOOL N Jvu EL 04ep M LG- 9-0 6 •a - Sixi,3NaID 1Bu0 Ms zlrt3l tra4l M�lMJ 3t➢1?YY)]'hu.a w SM•l A OL n ,ic sa x,5 ar•aa 5� _________ 6 mw•z3r�xa�es,.v,�xcuc a-r,- ruou�m:r.--�o.fm ALSo. •'. wuraror aa•tieaa aora,.zi i�aoa, ,ws!anon,m o,saxwni,+mnsw rx ssrorm,- . 1 �xxn w ma•,a ar swum o.- 3 rYQn NoaGm 3d o<vcm,w�,3ds - `—rtiru> Sv�l r3f nqa.f rO �sO aO� CD :90 � CD War... :»w•mo-c�o. 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'•v lie I 7S.r 1 R N } LOCUS PLAN Scale : 1 2000' / z it \ C Assessors Map 16 Parcel 12 \ W) W j Groundwater Protection Zone AP \ / p I fell 0 I \ y Zoning: R F HISetbacks , Front: 30, \' Side: 15 Rear: 15' / \ 1 I/2'ID Gale Pipe Fbr 2410 Opening Above For M.H. Frame a Cover. Float Support As m •// " I t1 •:.:` �. .�j•.. - i r��.�1. ✓ \ \ RCMOvE E7C1ST. ' _ 4� P I To D-Box i Pump Powers Float Control O \ \ \ t E�c�►'PVT I 'a Cables Installed in Accordance I _ Z M .. I ;:_ With Local Bldg.8 Elec.Codes. 1 \ \ rzi 140 - .�...�.._ I :Precast Pump / a' „ �� \fl�0 \ ` �. l rn 4 0 From.Septic 3 Tank.Sch.40 PVC Chamber A I ', •?G� 0',l s°{gip �:`e:'e� �•p \ ` PLAN s � \ 1 y 4 0 Sch.40 PVC Finished s o , 1 1 NOTE' � From Septic Tank Grade Existing Contours Taken From Town of \ / Barnstable G.I.S.Plan. Lot Area Conduit Thru Chamber ro n 2.0 AC ± \ For Power a Float f. "'Goly. To D-Box I Emergency 9 o Cables. a: Min.2 Cover Vol.660 GaL e " Chain Ile \ Alarm on 1 \ _ Floatro T e Threaded Pi PVC 0.5' Pumpon Sw chs 3Req'd '� Threaded Pipe 385 ± 0.82 Pum off Check Valve Secure\ pa PLAN VIEW I.Of Bottomo Chameat ber — -' , � Bottom � Bottom of Chamber . I .�; .� \ Scale: I = 30 .-. "• 6 Washed Stone Min. Wetland Line SE3-1658 - NOTE P. SECTION �— Remove All Unsuitable Material For 5' All Around Leaching Bed. PUMP CHAMBER DETAIL -- Connect Exist House Sewers(2) 4"Dia. Not to Scale GradeFinis to New Septic Tank F.G. 12 0 Vent ji = _ Top 9.4 r--Compactod'Fill 3'Maximum Filter i _= o TEST N p\.E c= w, 1\,s. Both the septic tank and pump chamber are to be waterproof and watertight. All penetrations in 1500 Gallon Pump �°' f 0 PlNiS Nt3EpLltg� both tanks are to be sealed.Final system compliance will not be provided until both the design N 1/e v2" Septic Tank Chamber Invert 8.9 Bottom 8.4 g„ L..VAF MATTER engineer and the Board of Health have inspected the water tightness of the tanks. ' , 4"eParfomtx ' PeaSlor,x 5.0' 6 DRN• COAASLt 50&.Np _ • PVC Pipe 3/4"-11/2"Double l OYR S/'S Washed Bedding as Adj•Ground Water El. 3.4 i0 YaL'ISH N cOAtt5E For property line information see Land Court Plan 8502 C Per Title 5 B 3'-a" 3'-0" 3'-0" 3'-ti' „ SAND \OYtt S'/V 12=0" DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM ya C.1 LT. IV E:lsH mnti. Not to Scale CIS n CGARSIG $ANO 10YR (,/5r C2 STRONG 13RN COARsr :S/8 SAND 7;+SYR CROSS SECTION OF LEACHING BED 1 zo -- Not to Scats CLA55 1 MATLR%A►%- COY SII06/1 Eit(off EL, 1.q0 • DESIGN DATA }goo GROUND WA'T NOTES bATt�; 0 5 1'7 1 I.Water Supply ForThis Lot is Municipal Water. Single Family-6 Bedroom 't=NalNaa cttNa Itvc� - 2.Location of Utilities Shown on This Plan Art A rox. With no Garbage Grinder GRoulslo wA-rE ADJUSTMENT ADUSTMN PP Daily Flow=I10x 6=1560 GPD At Least 72 Hours Prior to Any Excavation ForThis Septic Tank:660 GPD x 200%=1320 Gal. o-ROUD W AT R R M q,io'=o.`.1.9 o Project The ControctorShall Make The Required Ut a 15OO Gallon Septic Tank 1 N PE x WELL—: Nn1W 2.q MON E A Notification to Dig Safe(1-800-322-4844) AOSUS't'M P- 'r: It.S; APR%L, 2000 3 The Contractor is Required to Secure Appropriate LEACHING AREA A>3sus-reU G>zdUND WATr-R C-.t_c-V, 3,y SITE PLAN Permits From Town Agencies For Construction i t;60 GPD/0.74=892 SF Required Defined byThis Plan. Use Bottom Area only, SEPTIC SYSTEM UPGRADE 4 Install Risers.as Required to Within 12"of Bottom Area=12 x 75 =900 IF A T 900 S.F.Total Provided Finished Grade. LEACHING BED DESIGN 100 0REG0N. WAY 5.All Structures Buried Fovr Feet or More or Subject' All Pipes to be Schedule 40.PVC Dlr@Ctlons to Site from Hyannis: Take Route to Vehicular Traffic tobeH-20Loadin . COTUIT MASS. g Perforated With Copped Ends.Use � ra Septic System to be Installed in Accordance With 3-4"Distribution Lines In a 12'x75' 28 toward Cotuit; Take a Left onto Putnam Ave FOR 310 CMR 15.00 Latest,Revision And The Townof Leaching Bed as Shown. the Set of lights); Follow to the end and take a left Barnstable Board of Health Regulations. onto Main Street; Continue on Main St. and take a JOHN J. & MARCIA: L CARSEY, TRS. left onto dirt road which is Oregon Way and house SCALE AS SHOWN DATE MAY 19,2000 7 All Piping to be Sch40 PVC is on the right#100. SULLIVAN ENGINEERING INC. OSTERVILLE, MASS. ATTACHMENT A SYSTEM PROFILE NOT TO SCALE FINISH GRADE OVER SEPTIC TANK 12.0 FINISH GRADE OVER FINISH GRADE DISTRIBUTION BOX 12.0 r)VFR TRFNrHFq 1*) n - RISERS TO 6" ,.,o OF FINI H GRADE ,o - _�( PRECAST CONCRETE r FLOW DIFFUSOR H-20 REINFORCED LOADING =-0 - RISERS TO 6 ° OUTLET PIPES LEVEL TRENCH LENGTH = 16'-0" CARRIAGE HORSE13" 6" MIN.SLOPE 1% OF FINISH GRADE '� FOR 2'( MIN.1%SLOPEvi MIN. ° 9r BEYOND I USOR LENGTH = i - ' 13 MIN. 1411 L •,1 ,,o:l L : o:, r •„ Q;oa •o,:, ,. „ q,o:, ro, '„ 'q o, 9.96 MIN./ ;a�'� n�' - 9.71 �/ t'°: '' r;'u/o"'` ,°i ' 6"S V 1V1P ' h•��° °'1 '1 1t i 1 '1 h11 1 4 .1 1 Q. 1 •, O PVC OR CAST IRON TEE ` 9.65 ` 4 0,:,°, o: q,o w •, a ° ;o GARAGE FLR. =� FINISH GRADE GAS BAFFLE 9.48 9.36 ` .,;b ;b, �`� :,`;' ,;b b, ELEV. 11.0 �o =° �. 16 •, � „ o ., .;,�:, o,:, ,o.l o,. ,1 ,o•, ` ° d EL. 12.0 _ DISTRIBUTION BOX 3/4" - 1-1/2" DOUBLE 3/4" - 1-1/2" DOUBL -'° �•,'f 1500 GALLON w WASHED CRUSHED 4' ar ,- o ��1' WASHED CRUSHED : � _MIN.SLoPE I% :0 PRECAST CONCRETE H-20 LOADING STONE STONE --- H-10 REINFORCED " — -- - - MINIMUM INSIDE DIMENSION 12 o OUTLET INVERTS 2" BELOW INLET INVERT 5' MINIMUM CONCRETE WALL THICKNESS 2" 10.16A - INSTALL ON COMPACTED LEVEL BASE -' i '� IOr�'., ',`\ ''� r ' ,10 r•0 ;° '.p'1°:,p,:i' O SEPTIC TANK INSTALL ON COMPACTED LEVEL BASE ADJUSTED GROUNDWATER ELEV.3.4 TRENCH SECTION 3" OF 1/8" - 1/2" a T� Og DOUBLE WASHED PEASTONE 9" MIN. OR FILTER FABRIC fill 4" DIAM. 36" MAX.. O�I o r. of C) °• yl l Ff•/ . . J gt� y*� - • �� � 3/4" 1-1/2" DOUBLE t ' t -t . .�.$ t 48" WASHED CRUSHED , •' + ,� f� '-' STONE / ,, Pond TRFN WIDTH ko'\ A4 ib fr y OBSERVATION PIT NUMBER OF TRENCHES I NUMBER OF DIFFUSORS I PERCOLATION RATE: < 2 MINJIN BY SULLIVAN ENGINEERING DATE: MAY 17,2000 �• v 11� l►l.r � fr 1 611 l• . / ( ^, // i if r =0= ORGANIC !` / / p / ®� Cs `� M // ,P`�� i 3„ MATERIAL DESIGN DATA / f'I �� r.-r' I =E= COARSE SAND r � •_•_ �.#.�' �,� / „ 4.,b,< .,•,.., r.,,.,,..>., .°n",,.'�. ,.,..r':; r .,r w , .,..v,.,„ .,.,r. -- - - - _L----- 101, 10 YR 5/3 =B= COARSE SAND NUMBER OF BEDROOMS 1 W. / 43„ 1f' ' GARBAGE DISPOSAL NO DAILY FLOW 110 GPD. =C1= COARSE SAND SEPTIC TANK REQUIRED 1500 GAL. 10YR6/4 SEPTIC TANK PROVIDED 1500 GAL. •� ` _ / �,, t ys" LEACHING REQUIRED 110 GPD. GENERAL NOTES: "- C2= COARSE SAND � — SOIL-ABSORPTION SYSTEM CALCULATIONS: t / �� �` + �p3 7.5YR 5/8 / 1 / �'�A. ole cgs°J�og" 1. ELEVATIONS SHOWN ARE BASED ON NGVD / .�' p ^� Jo- 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON OBS. GROUNDWATER EL 1 9 ..0 �� Q "\ / �� t� �2�,r BOTTOM AREA = 192 SF. G' � , / OR SCHEDULE 40 PVC. 192 SF. X 0.74 G/SF. = 142 GPD. �1 O � tc — — 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING g �` / ` �•� O MUST BE NOTIFIED WHEN CONSTRUCTION IS LEACHING PROVIDED = 142 GPD. O , '��4ti `� > \ FIST ' a COMPLETE PRIOR TO BACKFILLING. Witol)\ � 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED BY CAPE & ISLANDS ENGINEERING AND THE BOARD ND, d� , OF HEALTH. / ` � ' 1 • LPL yGROU ; -. �� �p QS �� 5. MATERIALS AND INSTALLATION SHALL BE IN f q I , h� *•�` �, �` CIS ��Il �. COMPLIANCE WITH THE STATE SANITARY CODE r� \ ?' _ — [TITLE A AND LOCAL APPLICABLE RULES AND 900 1 �� ��� EVE REGULATIONS. {. l oN , t a' J� 6. NORTH ARROW IS FROM RECORD PLANS AND IS NOT INTENDED FOR SOLAR ENERGY PURPOSES. , l r dpr, V' - tl tif�� ��,�� .�� 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. 604 ua ♦ g. t>> a ,. t 8. FLOOD ZONE C [NON-HAZARD] 9L A 929,90 I'OTAL BEDROOMS HOUSE& CARRIAGE HOUSE = 7 � 1 q I � � �= 1 � � �LpNz •, � �E ' �� LEGEND `ESRd,t300C1 �. , �� �o.�' kROMEp � ,-, � � � 52 PROPOSED CONTOUR 1 RF[�R!'1(��,� CARRIA�E HOUSE 52---- EXISTING CONTOUR ►e\ 1 �N'6- Ex�s� ,.Q a " PROPOSED SEWAGE DISPOSAL SYSTEM �Q. 1 � -1 t t SEA'` OBSERVATION PIT }z ti c e �,�' (; PREPARED FOR - I) I 1 j �w T`` ` t� + ❑ DISTRIBUTION BOX }� tiC mill TAYLOR JOYCE k: 0 0 0 �, S���,°� _ HSE.N0. 100 OREGON WA Y `3" p ii 3 SOIL ABSORPTION SYSTEM COTUIT,MASS; PLAN NO. 080408 SCALE: AS NOTED ` � �� ) RESERVE RESERVE AREA ;�• FILE NO. JG : 20 _--- 0 20 --- 40 60 �• llavw SEPTIC FILE NO. PCS Fi! T „ �(�r \ 22.26 PIPE INVERT ELEVATION o sx�Rc�E CAPE&ISLANDS ENGINEERING „ 5 5 5 PLOT PLAN �0p��o ®�� MASHP EMA026449 (5 8)1TE 477-70272 SCALE. 1 = 20 LOT HSE / l !2'0 0 r / / 1 DRAINTE 0"CH ATRIUM CA �► POLVOLEFIN GRATE Figure 1.3 resents the nitrogen cycle as it may apply to bioretention,together with the ��`. Dye - RA X GA MOEN A REA HEOMMED 6008F. SLOPE TO DRAIN various natural processes. � Y Y PP Y g +`,A_�k- ., - EARTH AIR v 10'- 12' r\Hncl LAILti Z �s� �•r$ 0 ;�n VARIES 1000, \ A lJ - r1 \\ \\ by s HOLES !I�Iw,x,H,ul, , 3 rxAn6ttl+wrMtf1A1'tDN. 12 �• / _ "BI f ( I',R" — f ,� e-sEvvERa � II l RI"vnrl ,. DRAIN RISER I I I I Inr,ln.. 9'AVG. 36 -60 III—' I BASINNTECH WX >,«,Ln+ 1, , / j I / Oi V / I I I —I I I �---• —^ P!SEVVER A DRAM COMPACTED CRUSHED o moo / III =I I I—1 116„MIXTURE [min]--I I I -1 I I=I I I= STONE�E HMMI(MI7ATICN UOMN TUAffi)N III—III=Iil 50oG LOAM _ — — J t� 1 . _ / 50%SAND i ,' � w ROOF RUNOFF ` i 1�1� �' o RAIN GARDEN SECTION j / F �;�► e� !i,` l.`1'. / DRAINAGE EMITTER �t'ta ti'�'r->S� i.�Y t� "i'�{�'•'*� �Z;t;".w'�)d,��i t� �f ..I•� � / + �ie�t a ►v f !rcyBl+� 7tt ' 11 DR '"tion ogen cle for Q j Nitrogen Transformation Formulas: UPMTMDRAVJM Tn anaai c" / 1 _ - _ 1�� 1'1�1• 1 /'j- ��/ � �� rev. Drs�rr!a+ w rwowvr cwo 21Y11a+30: 2NO, +211 +2Hz0 -- - / 2N 2 2N ..r. R M+ , I.,.a,..p»,r,n em a .,. I vn ...•.,I n m ..al • - � 1 1 , ��,, � �/'/ n�u.ras e" aflaor wurE LlaIIRIOs HA®f V/t�wa arm � •e+o TRue•uNaw �.� O + �0 OHM MIS Compounds and Elements Defined: 1.1',.`.l �� ��� / �• pole ii NH3 Ammonia NH4 Nitrogen Gas NO, Nitrates um Ion 0" NO2 Nitrites 2H Hydrogen Gas 2H20 Water Oa Oxygen _ �L�� �l Nitrates are highly soluble and can infiltrate into and contaminate groundwater. 'I'o fi �i ,,;' /• 11 1 1 I',� 1 �� ��ll minimize this problem,an anaero}`ic area can be designed into a bioretention facility or It �oTF I 1 `\ -NACTION MOLDED MTW ARE AVAILABLE I i / l•1 /%// <;%/ 11 �• V'Td� 1 _ \ �� ` 1 can be lined to prevent in filtration. IN TEES,WTES,REDUCFRS,46-HFNDS AND 1 - !' 9ELU9E_COUPLERS. 1 � 6 `lS wArExrH3Hr gINTs sRoam sat-nciiT cs� Iwr) sultnlN�+ I 'RINGS ME ALSO AVAILABLEIt t Nn oeusr CLFANOUT END caw DoMSPOur ADAP ER-- • '�/(T/ly/ ` I` ` s ADJUST GRADE PER ENDINT.FRS \� INSER TO IN RISER \ - , / ?V/."'' ^v,,. • 1.1..1 I.1 1'1•11 - ��1�~ \\�• 1 ,w., / /// FIN F".AN ` PIPF \ ' 50 5 � ter'' I ' 1��1t����'t ., -...,._.-. *9 0GRADE - _`� 1/00 i ^ I I I / •I�y F%// /% =- I /// /���// /� • IN.IECipN Wf TEE MGLDE - ' a a �A�'I '��j�%/j%,;%: ' ICI', / 1 r INJECTION MaDEDwr CONNECTION -- / 1 GASI�TED SD•RFND IiM1TTER ►� �� IIA1�'ll ,� � tl,:l l �Bh.l��,� �__. 1; //,/% . / '`r �I' INSIDE. &AIN GARDEN O ( �'�T ATf. E-4 C i t`. i// ��'/ �// 1. t ON t • �- HOPE PIPE nYP1 1e I '�, '; ', j1.•! � T1CT REM 1 M r / /� �� ,� I � � � v j �1 1.1: � .1•:1�• � �;,� ', 1 / 1 f � I �j/�//% �/ 1• fln Ex/, �/// ro l '� ! j �f �I a /�/ j� 1`1Y/', , f / 11•f1 _ 1.. \F1:.1 O I �7W� O P ZXIIA r , . r I � FIL � � , • , ', ,;, % ,, ---------- 7- --------- ---/ Ell grg / / , Rain Garden Landscape Planting List / \ / j ► • t, ► i 1 ! ��i /%/�i/ _ - / lV 14' 11.1' Common Name Botanical Name • rl "� �i i ;" �%// /,/ . '� �, / �� I Buffer zone / meadow plants: r ie Bayberry\;, � 1 ,, �. 11.l�h � a i„ ( \ i � �,� 1•.1 � / _ ''�� � t/ / // 1'.lt l: M rica pensylvanica / r / Switch ass Panicum vir atom i f i \ ���'ctl \ / Y p / 1 / \� Little bluestem Schizach rium sco ar Jim / Indian grass Sorghastrum nutans / Pennsylvania sedge Carex pensylvatuca / V ccinium awustifolium / Lowbush blueberry a / Black-eyed Susan Rudbeckia M4''da 1 urea P �/ ! `� ' % / Coneflower Echinacea i Penstemon(beardtongue) Penstemon digitalis 9 Coastal shrubland / woodland restoration plants: PL 1 c 1� `• �, I, �� f �l Winterberry Ilex verticlllata T E -� �6 i���1 1 `1. Inkberry holly Ilex glabra �11 �,,,�,,���, � � � t TREELJNE � / / — Q" Arrowwood viburnum Viburnum dentatum Witherod viburnum Viburnum cassinoides / Highbush blueberry Vaccinium corymbosum / % / / Summersweet Clethra alnifolia 313.101 Red chokeberry Aronia arbutifolia � ' .5 � �u I _ t • ; I I Lowbush blueberry Vaccinium augustifolium / I � ,� � � _ � I I Virginia creeper Parthenocissus qumquefolia ,/il ,r 1 I���11; oil /00, raj I Trees NOTES: RFVD.,IUI.Y 10,2008 ADD DRAIN TRENCH AT DRIVEWAY, 77 I I / TER �'`• � � , 1�� !�i White Cedar Thuja occidentalis / PROPOSED PROJECT: REPLACE 1 RAIN GARDEN WITH 1,000 GALLON RAINWA IIARVESTER SYSTEM I� HOUSE DEMOLITION & RECONSTRUCTION, PROPOSED SITE PLAN / °,' I / / PAVEMENT REMOVAL,UTILITY POLE REMOVAL, LOCATED IN , / / / PERVIOUS DRIVEWAY,UTILITIES,STONE PATIOS COTUIT MASS. '� / / STORM WATER QUALITY MANAGEMENT, 1111, / / TITLE V SEPTIC SYSTEM [CARRIAGE HOUSE], PREPARED FOR 0 �� �l.�l j ,� / / TURF REMOVAL & LANDSCAPING goo o � JOYCE TAYLOR ' I / ELEVATIONS BASED ON NGVD DATE:JUNE 5,2008 SCALE: V = 20' FILE: 165 BA oregonprop ` 1':� II - I / ' ,� �:� c is i��• . � � / t C / TOWN MAP 16 PARCEL 12 0 20 40 60 35 HOUSE NO. 100 OREGON WAY CAPE & ISLANDS ENGINEERING 20 )",A11.•�V�� 800 FALMOUTH ROAD,SU ITE 301 C � � � // FLOOD ZONE A11 [EL.11] & B MASHPEE,MASS.02649 [5081477-7272 SYSTEM PROFILE NOT TO SCALE FINISH GRADE OVER SEPTIC TANK 12.0 FINISH GRADE OVER FINISH GRADE DISTRIBUTION BOX 12.0 OVER TRENCHES 12.0 �—RISERS TO 6" Y OF FIN GRAD; `f� ?RECAST CONCRETE FLOW DIFFUSOR ^a" a' H-20 REINFORCED LOADING 3"MIN. RENCH LENGTH = 16-0 � --� RISERS TO 6"---�' � OUTLET PIPES LEVEL CARRIAGE HOUSE 3r, 6" MIN.SLOPE 1% OF FINISH GRADE � ) • FOR 2( MIN.1 /o SLOPE DIFFUSOR LENGTH = 8- 0 ry MIN. ° BEYOND 13"MIN. O MIN. ° 9.71 F6� UMP'; h!� o=; r__, PVC OR CAST IRON TEE ` F9,651 °, y ` :i' z. '1 �,O:r 9.48 GARAGE FLR. FINISH GRADE � C.36 :o _ ;;�+ GAS BAFFLE '' ELEV. 11.0 -.� EL. 12.0 J DISTRIBUTION BOX 1500 GALLON J ,A. 3/4"- 1-1/2" DOUBLE 3/4"- 1-1/2" DOUBLE 7 WASHED CRUSHED WASHED CRUSHED 4' ;ter MINs o E I�io PRECAST CONCRETE -4 H-20 LOADING STONE STONE � �� H-10 REINFORCED v !� MINIMUM INSIDE DIMENSION 12" �6. o OUTLET INVERTS 2 BELOW INLET INVERT S' _ MINIMUM CONCRETE WALL THICKNESS 2" o r 10.16 - .,� INSTALL ON COMPACTED LEVEL BASE :�°•'`r:•�'rp,�.r' 'r`\��, .r'i'or, '9' I °' •i'a l'I\ r°� '•9 ;r°u'I`' ' 1':r SEPTIC TANK INSTALL ON COMPACTED LEVEL BASE ADJUSTED GROUNDWATER ELEV.3.4 TRENCH SECTION 3" OF 1/8"- 1/2" iy 1� 20 a DOUBLE WASHED PEASTONE 9 MIN. OR FILTER FABRIC iIp a 4" DIAM. 36" MAX. .. ~ �+t�_ `kl ♦«+`'�. ~`'a fir. ' 09 161 ell °•` 3/4" 1 1/2" DOUBLE -}- titi 4'-0" WASHED CRUSHED r� I ,G STONE N12'-0"I 1 OBSERVATION PIT �t .tt�t fz O t IZI NCIIES I \t ° rr l Tz OF PITTU11o>?� I 1 � a PERCOLATION RATE: < 2 MIN./IN BY SULLIVAN ENGINEERING i . 0" p / =0= ORGANIC / - �� « MATERIAL DESIGN DATA =E= COARSE SAND Iwo • fI ,//••� ' 'A. !, I,+'VC ,ul�.��J.,Tnkl+.l•."D.,w—\.....,.ef:.m nn.,..:: r_�Tn u.a, '.:nn r.W,'r I—'WM — — / `,� //' /` to -B COARSE SAND NUMBER OF BEDROOMS 1 i / can - 10YR 5/6 GARBAGE DISPOSAL NO ' DAiL`r` FLOW 110 GPD._ // \ , � '� j;/ '; / f SEPTIC TANK REQUIRED 1500 GAL � � ` =C1- COARSE SAND 10YR 6/4 SEI:'TI� TANK PROVIDED 1500 GAL. i';c� \ / / LEACHING REQUIRED 110 GPD. ,,,�, ,• / — �• // - \ GENERAL NOTES: / •t�� =C2= COARSE SAND I t._' / Sail °BSORPPON_SYSTEM CALCULATIONS: t: 4 ,,�p��lv, 7.5YR 5/8 • t t ct�h-ts> 1. ELEVATIONS SHOWN ARE BASED ON NGVD ���f ( / .,�. pole n\ f%i�,, 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON OBS. GROUNDWATER EL_1 9 � BO��T'�M AREA = 192 SF. J i /• / r' ,3 — _ OR SCHEDULE 40 PVC. 120" ...` 192 �F-. X 0.74 G/SF. = 142 GPD. 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING MUST BE NOTIFIED WHEN CONSTRUCTION IS LEF,VIN� PROVIDED = 142 GPD. r >' O� \ jST COMPLETE PRIOR TO BACKFILLING. '� \ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED - • / ,i BY CAPE & ISLANDS ENGINEERING AND THE BOARD {3 \\ OF HEALTH. +yGRUUND` 5. MATERIALS AND INSTALLATION SHALL BE IN , h; COMPLIANCE WITH THE STATE SANITARY CODE [TITLE V]AND LOCAL APPLICABLE RULES ANDj VV,,` REGULATIONS. 6. NORTH ARROW IS FROM RECORD PLANS AND IS NOT INTENDED FOR SOLAR ENERGY PURPOSES. ' a J 5O' / �i , tt.t' tt.a \' ���_�tt .,,. . , ., v, .., , 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM.I cat h� a 8. FLOOD ZONE C NON-HAZARD 9t7 50 '6 ZA 002D I IAL BEDROOMS HOUSE& C RRI,�GE 110 SE. - 7 LEGEND 52 PROPOSED CONTOUR .t,,, 1 BEDROOM CARRIAGE HOUSE \ EXISTING CONTOUR i J , P���oF s9 PROPOSED SEWAGE DISPOSAL SYSTEM `. k OBSERVATION PIT c G { PREPARED FOR w ► it I 1 i- ,.. ;/ % / f TAYLOR JOYCE W ►,,. I //�, r -•,. %j% �%i // ,� ❑ DISTRIBUTION BOX ,� 0� , o 0 0 ��►s�cQ , HSE NO 100 OREGON WAY � /TARS COTUIT MASS. SOIL ABSORPTION SYSTEM PLAN NO. 080408 SCALE:AS NOTED RESERVE AREA � �� FILE N0. DATE: AUG.4 2008 .} SEPTIC FILE N0. PCS FILE 20 0 20 40 ` 60 22.26 nnvlu PIPE INVERT ELEVATION . 1 JOt CAPE&ISLANDS ENGINEERING 800 FALMOUTH ROAD SUITE 301 C 14 I I F PLOT PLAN > S MASHPEE,MA 02649 508 477-7272 SCALE: 1" - 20' MAP SEC PCL LOT HSE W w ( ) SYSTEM PROFILE NOT TO SCALE FINISH GRADE OVER SEPTIC TANK 12.0 FINISH GRADE OVER FINISH GRADE DISTRIBUTION BOX 12.0 OVER TRENCHES 12.0 RISERS TO 6 t A �— A^ - RECAST CONCRETE ,• '{ OF FINISH GRAD;• �( .:.. L r ,, � .;;/ , .._•. .r,l '/ �, •, o/, •. /.:.•', ,.. 1 FLOW DIFFUSOR 3 MIN. o' H-20 REINFORCED LOADING J 11 - RISERS TO 6"- TRENCH LENGTH 16-011 OUTLET PIPE(S) LEVEL RIA CARGE HOUSE 13" 611 '`` MIN.SLOPE 1°�a OF FINISH GRADE ovi �, MIN. ° FOR 2( MIN.1 /o SLOPE i DIFFUSOR LENGTH = 8'-0" � r—LBEYOND _ 'O ,• _ 11 y •'0' ' ^\ ` 'O /• a I• 1 0 I• v I. l• I 1 O 13 MIN. 11 o 0 14 9.96 r - MIN o a•r, r. 4 ;- 6"SUMP *�o o.r i •, ,,,o r Q :1 ., o 9.71 'c .. ,, .' , ,��. . rr� •�1- ••�;��, ,07 - n i Iw — l•• •� PVC OR CAST IRON TEE 'br ,�°yy%, ;'` Q: b b°,�o:w ..� ` ,b : r0 0 9.65 L: 'y O,O:r rr r 1 `'�J; r. c ��', GARAGE FLR. -,: FINISH GRADE GAS BAFFLE C 9.48 L9.3600�, ELEV. 11.0 EL. 12.0 - �� w -' DISTRIBUTION BOX 3/4 1-1/2" DOUBLE 3/4"- 1-1/2" DOUBLE , 5OO GALLON r WASHED CRUSHED 4 mA' WASHED CRUSHED s> ' PRECAST CONCRETE H-20 LOADING STONE STONE -'i MIN.SLOPE 1% , •o. - -4' f H-10 REINFORCED. 7.-1_ 6 _ MINIMUM INSIDE DIMENSION 11 : . OUTLET INVERTS 2" BELOW INLET INVERT 5 _ a - Ir - _. � .+ MINIMUM CONCRETE WALL THICKNESS 2 y4 ,ua 10.16 04:1 ,•,- 'r — . . 'r'01, :';'�r; ° INSTALL ON COMPACTED LEVEL BASE :r SEPTIC TANK INSTALL ON COMPACTED LEVEL BASE ADJUSTED GROUNDWATER ELEV.3.4 . 4. _. . I Ri:;.I�CH :SECTION ---___- 3"OF 1/8"- 1/2" u -to DOUBLE WASHED PEASTONE �� �t 9 MIN. OR FILTER FABRIC 4" DRAM, 36" MAX. -- _ : ' � d cam, 6' +•.' di = r 0 : o r 15 � � r� ,.... ., : :,. ; ;- . a. ,,. . � °r . . .1 oro'•` 3/4" 1-1/2" DOUBLE _ " 11 " WASHED CRUSHED --} �� 3+ftacra 4 4 0 i' ,om _ • . f� STONE µr: TRENCH WIDTH i _ OBSERVATION PIT NUMBER OF TRENCHES 1 tit NUMBER OF DIFFUSORS 1 s�' \ / if / PERCOLATION RATE: < 2 MINAN — / F,00 J7 Nk BY SULLIVAN ENGINEERING c , s 1ZIA 11 / / Q =0= ORGANIC MATERIAL DESIGN DATA 311 w�f / R� �' - t 11 • E= COARSE SAND / 1 1 / / 10YR513 - ' I . 1TM w.l q,s1,Yi 1 1lwr—\wr•n0. 1 w- 0000, / / F---I:M lY ..i I .�Im IM.d 1,-lr.,n—N...1 A / ti I 10" 5 / / i =B= COARSE SAND NUMBER OF BEDROOMS 1 • / OD / ,,; ,i /� R cP /�: r,� 1oYR 516 GARB , E DISPOSAL NO 4311 -. DAILY ,-LOW 110 GPD. I T� _ = SEPTIa. TANK REQUIRED 1500 GAL. 6 C1 COARSE SAND 1oYR 6/4'or SEPTIC TANK PROVIDED 1500 GAL. LEACHING REQUIRED9511 110 GPD. w \ ,fie GENERAL NOTES. - - ' =C2= COARSE SANS SOIL ABSORPTION SYSTEM CALCULATIONS. R`w 10 / i I .� 7.5YR 5/8 / 0�� \ s� 1. ELEVATIONS SHOWN ARE BASED ON NGVD P° n� 1 „ OBS, GROUNDWATER EL.1.9 0 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON ------------------- BOTTOM AREA - 192 SF. OR SCHEDULE 40 PVC. / 4._ _ 120° _ 192 SF' X 0.74 G15F-'I4Z.GPD. I I / D O .^ — 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING / w/� � Y / ^+ LEACHING PROVIDED _ D. • o �, 1� ' F MUST BE NOTIFIED WHEN CONSTRUCTION IS y/ / •� O > I1S' COMPLETE PRIOR TO BACKFILLING. 1 \ 4. ANY..CHANGES IN THIS PLAN MUST BE APPROVED / F ti •ter + \ BY CAPE & ISLANDS ENGINEERING AND THE BOARD OF HEALTH. w/ / 1 , .� , DUrID 5. MATERIALS AND INSTALLATION SHALL BE IN YGR i •� .� \ S COMPLIANCE WITH THE STATE SANITARY CODE / j / i 6 �� [TITLE V] AND LOCAL APPLICABLE RULES AND D �o.�. •�. vE REGULATIONS. F � 6. NORTH ARROW IS FROM RECORD PLANS AND IS I / 1 I / w 1 / �� �_� ���:3 / ti� ^ ' �\� \\ � NOT INTENDED FOR SOLAR ENERGY PURPOSES. / / �, 'r / a `� 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. A Do, i I F,o �1 I 8. FLOOD ZONE C [NON-HAZARD gaOle 029NO � w ' TOTAL BEDROOMS HOUSE&CARRIAGE HOUSE= 7 NTING + • I ,--� I� I ' 11.0 YL BED GA pTE 1 E0�_ ,,�, � �� F'0� LEGEND x�vLpRdl000�A�l• \t �o.�' II W I xpM 12. ii 52 PROPOSED CONTOUR b: 1 BEDROOM CARRIAGE HOUSE j \ 1 b C~ ___ 52--. EXISTING CONTOUR o�w7 1 II� � \ 1 � F,Ow 1 I ` I .` 8.8 �l F,00 � . . DROPOSED SEWAGE DISPOSAL SYSTEM �" p o'� _�, _ y� le\ �. V p1 G �k. Ep t3.1 \� OBSERVATION PIT PREPARED FOR ❑ DISTRIBUTION BOX: TAYLOR JOYCE w till I � � r HSE.NO. 100 OREGON WAY II I 1 1 000 , OO +• 2.7 1 ems m i� o A�w I O! . a l - ��� ` A� f, .� "f COTUIT,MASS. 1 I I I 1 r o 4:Q'i1 !o � SOIL ABSORPTION SYSTEM 6 1 o �j ! �� PLAN NO. 080408 SCALE: AS NOTED Of a RESERVE y e�•e•: ,e� FILE NO. DATE: AUG.4,2008 � I \ 1 0 / i � � RESERVE AREA � ' SEPTIC FILE N0. PCS FILE: • j 1 20 0 20 40 60 c i i�tiiha % 50 l �' , j S-ewer ���tT 22.26 PIPE INVERT ELEVATION E , ` CAPE&ISLANDS ENGINEERING as o9, / c f O O O sin •• •Vb o` � v� v� v� , �C,ai.t, 800 FALMOUTH ROAD, SUITE 301C • I I I �" 18 ,t�t9� I / PLOT PLAN bt 5 5 5 MASHPEE,MA 02649 (508) 477-7272 ' SCALE: 1 = 20' MAP SEC PCL LOT HSE �a �a //• ��`�lh/ / tit 200 t j if A" , �/ / / � � 1+ � f yr• `� � `� DRAJNTECH B'ATRIUM I ` RA EDEN REA REGURED _ PMYOLEFrN GRArrFi ure 1.3 resentsA _ $ p the nitrogen cycle as it may apply to bioretenfron,together with theAA N GA . 600 SE various natural processes... -' �• oil _ - 1 A'1' •'� / / SLOPE TO D"N COMPACTED FARTH ,i• ��/ � / 10'- 12' _ ntk • �� ��LB . 5/ k\t. \., -}- Iti cacrBAL � it4 ,p / vAwEs _ \4ru,, e,to 7 f . k\ICI\I I /4 WEEP \:� '�gOD DRAIN EMITTER HOLES r - R� ..BUBBLER" — f �� Erg�RB I\N\,»,1,, \ • LF R �� 1 > S /� / / —I I I 9"AVG. I II DRAIN RISER R .1,•, - .,o r, is _• �1U111WAtd1 •-' . . 11.�• � �0 �/ � � � =111 36 -60 III=� � � f • O V DRAINTECH 1 AT t — 9EVVER a DRAIN O� = 61I MIXTURE[min] PIPE E"E CRUSHED . Do k" ( � III 50%LOAM � INOJOINL1rATnri IMM(Mgl-7AnlTv �� I t I=III=1 1150%SAND =III=i I I=III ;: : ', ..:, . ; ,� :• � � �. Q ♦ / �� ROOF RUNOFF i i oD c, RAIN GARDEN SECT ION DRAINAGE EMITTER �.. I� ��•'iy' -s�3,, ,.� , ��,� ;t �� r / / ;, 7/ x• s +I,xaa.'.. 441 h�fr::. . Si`a f� f Fig. 1.3 Nitrogen Cycle for Bioretention • Nitrogen Transformation Formulas: sclh 1 UPOATm ORAMI.q T.R OW iN7 CIm + 11 DsScFW TroN er MWDMY � 2NH,+302• 2NO2 +2H-+2HZ0 • —� f DI111011 rfCR Semr AIM 46M TIe/NMN W_VO W.?2.Os 2N0 �' _r, 2NO3- _ yea : g • � `'f' / ,:,'�,., T .;Gy; ':'' ♦ • I\ � \ Huwm.oHro ama pl, o � 741 \ � � nE.nr rtrs.xn A>neon asis • Nrw 1 1}VN I 0� p Com Quads arrd Elements Defined:' Ole NH, Ammonia NH4 Ammonium Ion o / � Nz Nitrogen Gas NO3 Nitrates NO Nitrites 2H Hydrogen Gas r z / ' , •``/ �f j� ��`� 2HZ0 Water Oz Oxygen - 9 ' •/• - ttr T tt w`,��� `�VG Nitrates are highly soluble and can infiltrate into and contaminate groundwater. To 0t� t ' t � L �� minimize this problem,an anaerobic area can be designed into a bioretenfion facility or it NOTE; 1 ` — --� ` �qn> ` ll �\ can be lined t0 prevent infiltration.. INJECTION MOLDED F1'TKC3 ARE AVAILABLE i /. W./4•`'D\ /'lt � / 1 1t O t �t..CU"R.V '1Z ' -4' ` `jam/• ` - ... CD t \, P BNTEE'B�NREs.REDUCERs,�EtlEND5 AND IOr's_ l j� BELL9ELLCWPIERS t #4 t DU ND ERTI4GS ARE N.SD AVALABLE. , - �' jD wA'tERnclt!1\Yil,q,NTS sNow4.s(NL•*Ici•rt ISmBUkEYNG D�tti9 hl `� PLA -fV){ZfF' lIj FACE r 0000 o o IZ� 9s _ .% / °o NYLOPLAST CLEANCUT END,CAP DOYVNSPOIJT ADAPTER I' / ```+ o `` ` ^_ • I ADJUST GRADE PER ENGINEERS 1 INSER'ED A4 R44E.R '\ h \ I I W I / [��]� tt.t tt•� \` ` / // / PLAN PIP, • "�I 1 �w •1.1. PMISNED GRADE ._ — o 50 w I F,o •— l / 1 h� I( I ' / I / ' / • Er,Ta MO-DED" \ • I ,_.a I�w 111,0 ' t 1 (V OLDEOION - MOLDED wt •'.,\ nn 11 r DASIQ:TED 9R'BEND 1 I w \I\ ' A \ r CANNECt10N . I i xvES 1p0 ��. "► �� ,o,l BXg TO EMITTER I c OM�p 1 R tx �„ IM11 / INSIDE RAIN GARDEN � I GATE � � � � � 6� � �' V I r 8.b 1500 GALL�N / F.0 1 OD } ° ♦ Y EXIST,.NG &pUM / DID ' lei l �6, 1.r pTICTA REZ,IpIN f .- NDPE PIPE rTYP! a � � ► . vi I ) N o i> 1� L 6 PVC / 1� O Q�w I O! • w / K:, / 40, oD I oD ! •° �� \ O 10 c/tom tE W E a 0 / t Pji SQ o q1 z ,. CD \ / / t I 24 a O O E FILL 1,0�' ,a q \ / O I_STO w o ------., � -•�. �/ \ ���+C ctt N RE � 6� Rain Garden Landscape Planting List F,e.tl o Common Name Botanical Name \ I• I �I le / 4/ "1 � 1 I \ \ o b se Buffer zone/ meadow plants: g�W-") �, SOD � _ G� �' , o� / ` ( \ / - �"y'?.6, I 16� ��p + / / Rll'D Bayberry Myrica pensylvanicaI/ 1v. �� / , Switchgrass Panicumvirgatum / o I / Little bluestem Schizach rium sco arium \, I I I l� \ .- � y p 4 / ,� 1 � � i S / n / , i -� 0 � ow Indian grass Sorghastrum nutans / Lxr 0 C i + / Pennsylvania sedge Carex pensylvanlca Lowbush blueberryVaccinium augstifolium Black-eyed Susan Rudbeckia fulgida / W \ \ ` I��' l + / Coneflower Echmacea purpurea Penstemon(beardtongue) Penstemon digitalis N Coastal shrubland / woodland restoration plants: / / s�/1 �" ` � o � Wmterberry Ilex verticillata r fi ,�g��� Gj Inkberry holly Ilex glabra E \ � REELIN � � !• + t �' ` / /' -- �" Arrowwood viburnum Viburnum dentatum D �'(� Witherod viburnum Viburnum cassinoides / 1,4/ 'y a I l�u 10 / / / Highbush blueberry Vaccinium corymbosum LOT�A 2.64AC 313.1Q1 J i� � � Summersweet Clethra alnlfolla \ \ ° -• , Red chokeberry Aronia arbutifolia / \• \ \ \ 9ggic — �I ♦ f Lowbush blueberry Vaccinium augustifolium / . . /_ J � ' � � Virginia creeper Parthenocissus quinquefolia to •� co�s�R C tcT ♦ / , . , � � � NOTES: / Trees `" / REVD,JULY 10,2008 ADD DRAIN TRENCH AT DRIVEWAY, ` \ -- i / ; REPLACE I RAIN GARDEN WITH 1,000 GALLON RAINWATER r 11 White Cedar Thuja occidentalis PROPOSED PROJECT: HARVESTER SYSTEM C I1�T� `� ,- SITE PLAN �-_...� I � / HOUSE DEMOLITION & RECONSTRUCTION, PROPOSED //, /" PAVEMENT REMOVAL, , UTILITY POLE REMOVAL LOCATED IN GvF / / / PERVIOUS DRIVEWAY,UTILITIES,STONE PATIOS COTUIT,MASS. / o o�sT�o / / STORM WATER QUALITY MANAGEMENT, PREPARED FOR /o �; ,c � / � �r`��� / / / TITLE V SEPTIC SYSTEM [CARRIAGE HOUSE], TAYLOR JOYCE TURF REMOVAL & LANDSCAPING ELEVATIONS BASED ON NGVD DATE:JUNE 5,2008 SCALE: V = 20' ��;:. •°•� ���I , / FILE: 165BA oregonprop .° CHANLE I)n\ SANICKI g „ TOWN MAP 16 PARCEL 12 otl�� HOUSE NO. 100 OREGON WAY CAPE & ISLANDS ENGINEERING Zoo 0 20 4o bo 800 FALMOUTH ROAD,SUITE 301C �/ FLOOD ZONE Al [EL.11] & B MASHPEE,MASS.02649 [50.81477-7272 --- ----- --