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HomeMy WebLinkAbout0181 SEAPUIT ROAD - Health 181 Seapuit Road Ostervill , A = 095 -013 - 006 No.-------- Fee-- -- ---- BOARD OF HEALTH TOWN OF BARNSTABLE 01ppCicat ion-for Well Con0truct ion Permit Application is hereby"rpade for a permit to Construct (d'), Alter ( ), or Repair ( )an individual Well at: �— Location — Address Assessors Map and Parcel --_— — -—��-������--------' -- II, ------------------ Owner Address Installer — Driller Address Type of Building Dwell In Other - Type of Building-=-----__—______ No. of Type of Well- - c •--- - --- 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. 1, Signed ___-- date Application Approved I _1 1 _ date Application Disapproved for the following reasons: — ----_----._---------._--------- -------_-------- date Permit No. �j 2-® � ® -_- Issued --------- date -------- --- - - - - - - BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That tie Indivi uaalWell Constructed (!'), Altered ( ), or Repaired ( ) 67installer 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-L,1 it�` ----- Inspector---------_______----- -------------- 0 0 No-----� --- Fee ------- BOARD OF HEALTH b TOWN OF BARNSTABLE ApplicationArlVell Congtruct ion Permit Application is hereby made for a permit to Construct (V ), Alter ( ), or Repair ( )an individual Well at: Location — Address ---"---__—. — —_ Assessors Map and Parcel Owner ---------------- — ._----- /� Address ._-----------------_ �—Installer Driller - ---______—_----------------------Address __--_____..—__.-------------- — Type of Building Dwelling Other - Type of Building— --__—______ No. of Persons-------- —____—_______ Type of Well t/ /C , Ca acit r 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 _CGci _— — _ 8/ /l!l — _ date Application Approved �. -- - --_—____--- �1 1� Z-,&!!—_ date Application Disapproved for the following reasons: date Permit No. � Z o i , Z _ Issued—_ f Z 1 Z-o 1 I date ----------------- BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f (Compliance THIS IS TO,CERTIFY, That the Indivi ual Well Constructed (/), Altered ( ), or Repaired ( ) by �� ,a�c.��,M ---- 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 Vell Congtructionjermit No. ----- Fee------__-------_ Permission ihereby granted � r"�'� '� // /-t fir_ to Construct (V), Alter,( ), or-Repair ( ) an Individual Well at: No. — f `°_A�3UerT �. (mil/;Ile Street as shown on the application for a Well Construction Permit No. I _ // ll77 Z _—�_-— �- Dated— L& ----------------------------- ---------- Board of Health DATE Shc I � \ adc WATED WETLAND - - 1 \ ALAIL PROPOSED xii.7 AAL r - \ x11.0 i � \ \ V. ®�C jd� 'M erg®nocam ®fa®1 dw - - r . x13.2 qm� sE�7.0 17.4 \ \ \. PROPOSED °.53'L x 12'W x 2'D % \LEAWING 0iAUBER ,17.6x ll % +17.4 � aim .o o ' 49, TH 101900 'P PROPOSED 2,000 / '�_ 17.4 H-20 SEPTIC el / 17. 5,4. \ram TANK \ / p TOWN OF BARNSTABLE LOCATION Iq1W SEWAGE# 02� 7 VILLAGE O5r6yy,*11{ ASSESSOR'S MAP&PARCEL 13.004 INSTALLER'S NAME&PHONE NO. J-a Aty SEPTIC TANK CAPACITY o-2 000!0 f/a0 LEACHING FACILITY. (type) to- JOO:k (size) j 3 'x 1,2 'x d NO. OF BEDROOMS OWNER PERMIT DATE: y-a 0 a d 11 COMPLIANCE DATE: 3 J� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility), Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY go- 3S 02 it a a 4 34 5 Co 36 7 yl� 19aL. .... a _, ., ^rtr�-,.-. —.. .... ,.,' ..-: - ..-....z^-'.-,..�r..—.v.....�. w.�..-..^.�,.-.. -. �,�,..... _ - .mow.......-'---..�.r-y.,,,r^-••--r'/`vw_.�•' {. No. 4 . F� -�-, " ,' Fee ! 5 q THE COMMONWEALTH OF MASSAC14USETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Migotar *p6tem Couotructiott Verna Application for a Permit to Construct(/,rKepair( ) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ��+� `�.� �'�� '�` Owner' Name,Address,and Tel.No.49 o Assessor's Map/Parcel f— Installer's Name,Address,and Tel.No. z��y y2�.e Designer's Name,Address and Tel.No. E9' se,0 ��9NlS: zoo C'.y23i� "Y Type of Building: 2>9 Dwelling No.of Bedrooms Lot Size � '` sq.ft.# Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Cfr gpd Design flow provided C���� , gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 4:- Type of S.A.S. Description of Soil S�Zgw— _,o j 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 OK—it OK-17W of Jhe Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by is Bo r o'Health Signed Date Application Approved by Date ©0, Application Disapproved Date for the following reasons Permit No. O�, Date Issued n No. l l-Y'o4 rcl�� Fee `�Entered in computers /0001 THECOMMONWEALTH OF MASSEETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes _ 2pplication for )Bigpogar *pgtem Congtruction. Permit r,...,... - A ltcation for a Permit to Construct ' Re air U rade. ,Abandon pp � (� p O Upgrade.( O ❑ Complete System ❑Individual Components - Location Address or Lot No. aS12-�P v/' 'a I Owner's Name,Address,and Tel.No. U57ET'(1/c c� ✓�''i�/�S �1iZ,,, Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Desiner's Name,Address and Tel.No. y c'c�,q'S9'/�G ��y'✓,�l��i-s��y'Gam. ,�icrz w{. ,356 6GD f✓ G�'1�rfs".f�<�,o ��512'5�.,u5 �tLS ZGa r C,ttt.�8y y4'/" ��Gt��iv� Sra$ ZSs.—Type of Building: /- Dwelling No.of Bedrooms Lot Size .'S$ sq.'ft# Garbage Grinder's( ) Other Type of Building No.of Persons 1 Showers( ) Cafeteria( ) Other Fixtures n r/Y�1✓Nn Design Flow(min.required) gpd Design flow provided j C<-,3,4=� gpd Plan Date Number of sheets Revision Date Title "� t Size of Septic Tank �'� ?!;4 Type of S.A.S. Description of Soil- v 4'w' 142 4,4 A_j Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in f accordance with the provisions o?11tl 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by his Board of Healt �•�'�` Signed / i��LJ Date Application'Approved by a5" Date •- a�`1 Application Disapproved/-by Date for the following reasons NK of — 1-1- o-1 Permit No. � � d Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance _ THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandon ( )by at t 52� P V �S a IL VI f I�e,, has bee constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. °I � _ 6 dated 1 .7d-( Installer Designer #bedrooms 6 Approved design flow 6 3 gpd The issuance of this permit sh/alll no a construed as a guarantee that the syst ,-will filractiio a'sCdeNgned. Date IV Inspector��p =—---—/------------ —------- -------------/ ———— No. �f ()- /6 7- Fee �V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 11i5po5al *pgtem Congtruction Permit Permission is hereby granted to Construct ( )_ Re air ) Upgrade ( ) Abandon ( ) System located at 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 be completed within three years of the date of this p�eg�it. y / C. y -S Date L'_ 6' d Approved by Town of Barnstable oFTHE TpN, Regulatory Services ti o,. Thomas F. Geiler, Director BAR NSTABLE, * Public Health Division 9 A33. �Ar 1639. A�0 Thomas McKean Director Eo nea'� 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: � �.sf'r Sewage Permit# 10,,�V-07 Assessor's Map/Parcel 575—f oz) Installer & Designer Certification Form Designer: Installer: Address: Address: 10. l;oi 33� On 20 -,G AS was issued a permit to install a (date) (installer) septic system at /�/ 5e 017117, based on a design drawn by (address) C.��•4-ter��'^� dated (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 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 req spected and the,soils were found satisfactory. oFMgssgcy m E E (Instal er s Signature) 0. 1140 �GISTERfc S'¢N/TARIPN �E as, S Ittu (Affix Desi s Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoftice formsWesignercertification form.doc f Town of Barnstable t6�q.A14r Board of Health Y " P.O. Box'534, Hyannis MA 02601 Office: 508-8624644 Wayne Miller,M.D.. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Camiff,D.M.D.. March 15, 2006 Mr. Roy E. Okurowski, P.E. Coastal Engineering 260 Cranberry Highway Orleans, MA 02653 ., g°1SeapuitRoaR sterville .. r .u , n �.A 095013006 Dear Mr. Okurowski, You are granted permission, on behalf of your client, Seapuit Harbors, LLC, to construct an onsite sewage disposal system designed to be connected to six bedrooms at 181 Seapuit Road, Osterville,Massachusetts. The septic system shall be constructed in accordance with the revised plans dated March 3, 2006. Sincerely yours, Wayne Mill r MID. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/6BedroomsOkurowskisEapuit2006 „i.—r F1 -4 OASTAL NGINEERING IOMPANY, INC. 260 Cranberry Highway Orleans,MA 02653 Orleans 508.255.6511 ■ Provincetown 508.487.9600 Hyannis 508.778.9600 Fax 508.255.6700 www.ceccapecod.com January 6,2006 C 16341.00 Board of Health By Hand Delivery Barnstable Town Offices 200 Main St. Hyannis,MA 02601 Re: Board of Health Request Form Filing Package Proposed Approval of 6 Bedroom House Seapuit Harbors LLC,c/o Silvia&Silvia 181 Seapuit Rd. Osterville,MA Map 95 Parcel 13.006 On behalf of our client,Seapuit Harbors LLC,we are submitting an original plus 3 copies of a Board of Health Request Form Filing Package,for the above referenced project. The following items are enclosed: ■ Board of Health Request Form • Authorization for Representation Letter • Plan entitled,A-01 "First Floor Plan”,prepared by Doreve Nicholaeff Architects Inc.,dated 8/8/05 ■ Plan entitled,A-02"Second Floor Plan",prepared by Doreve Nicholaeff Architects Inc.,dated 8/8/05 ■ Plan entitled,A-03 "Third Floor Plan",prepared by Doreve Nicholaeff Architects Inc.,dated 8/8/05 • Plan entitled, SD-1 "Plan Showing Proposed Site Development",prepared by Coastal Engineering Co., Inc.,dated 12/23/05 • Plan entitled, SD-2"Plan Showing Proposed Sewage Disposal System.Plan",prepared by Coastal Engineering Co.,Inc., dated 12/23/05 Please schedule this for the February 28,2006 public hearing. If you have any questions or require additional information,please give our office a call. Thank you. Sincerely, COASTAL ENGINEERING CO.,INC. Beth Hays Enclosures:As Stated cc: Seapuit Harbors LLC,c/o Floyd Silvia Roy E. Okurowski,P.E.,Coastal Engineering Co.,Inc. D:IDOCIC163001163411PermittingIBOH2O061BOHApp Transmittal Letter.doc ■Providing solutions for the benefit of our clients and community■ DATE: FEE: EAMSrABLE.MA ' s' . s63939. ' REC. BY �0 Town of Barnstable CHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. REQUEST FORM LOCATION Property Address: 181 Seapuit Rd., Osterville.. MA Assessor's Map and Parcel Number: Map 95 Parcel 13.006 Size of Lot: 4.5 acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Seapuit Harbors LLC Phone 508-420-0226 Ext. 101 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Seapuit Harbors LLC c/o Floyd Silvia Name: Roy E. Okurowski, P.E., Coasta`1 F_ngineering Address: PO Box 430, Osterville. MA 02655 Address: 260 Granberry Hwy.; OrleaM MA.42653 Phone: 508-420-0226 Ext. 101 Phone: 508-255-6511 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attac)�furore spac(dgeded) ' N/A N/AI `� NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Se tic System Approval of 6-gedroom HWe Ch > list(to be completed by ofce staff-person receiving variance request application) —✓t Four(4)copies of the completed variance request 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 or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _KA Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) �A Full menu submitted(for grease trap variance requests only �A Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) X —Vefiaxee-request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local S ett ings\Temporary Internet Files\OLKFB\VARIREQ.DOC Ee OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway Orleans,MA 02653 Orleans 508.255.6511 ■ Provincetown 508.487.9600 ■ Hyannis 508.778.9600 ■ Fax 508.255.6700 ■ www.ceecapecod.com January 3, 2006 C 16341.00 Board of Health Barnstable Town Offices 200 Main St. Hyannis,MA 02601 Re: Authorization For Representation Seapuit Harbors LLC,c/o Silvia&Silvia 181 Seapuit Rd. Osterville,MA Map 95 Parcel 13.006 Dear Board Members: This is to notify your office that I hereby authorize Coastal Engineering to file and present plans on my behalf with the Barnstable Board of Health. Very truly yours, on Stl or Seapuit Harbors LLC s D:IDOCIC163001163411PermittingOOH 2O061Silvia Rep Auth Ltr to BOH.doc ■Providing solutions for the benefit of our, clients and community■ T t OASTAL NGINEERING TRANSMITTAL OMPANY, INC. p 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax: 508-255-6700 www.ceccapecod.com To: Board of Health Date: 2/21/06 Project No. C16341.00 Barnstable Town Offices 200 Main St. Via: ❑1st Class Mail❑Pick up ®Delivery ❑Fed Ex Hyannis,MA 02601. Phone: Fax: Subject: Board of Health Request Form Filing No. of pages to follow: a Proposed Approval of 6 Bedroom House T Seapuit Harbors LLC, c/o Silvia&Silvia T, t 181 Seapuit Rd. r" Osterville,MA i Map 95 Parcel 13.006 `1 M Plans ❑ Copy of Letter ❑ Specifications ❑ Other c.a M" We are sending the following items: Copies Date No. Description 4 2/17/06 SP-1 Revised plan entitled, "Plan Showing Proposed Site Development",prepared by Coastal Engineering Co.,Inc. 4 2/17/06 SP,-2 Revised plan entitled, "Plan Showing Proposed Sewage Disposal System Plan", prepared by Coastal Engineering Co.,Inc. These are transmitted as checked below: ❑for approval ❑for your use ®as requested ❑for review & comment ❑ j Remarks: Per your request, attached please find 4 copies each of the revised plans for the above referenced project. The revision shows the septic system was moved out of the 100' buffer zone. This project is scheduled for your February 28, 2006 hearing. If you have any questions, or require any additional information,please give our office a call. cc: Seapuit Harbors LLC, c/o Floyd Silvia By Beth Hays Roy E. Okurowski,P.E., Coastal Engineering.Co., Inc. D:IDOCIC1630W 634l1PermittingWOH2O061Rev Plan Trans to BOH2.21.06.doc NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. 02/28/2006 12:12 FAX 508 255 6700 COASTAL ENGINEERING 001 OASTAL NGINEERING OMPANY, INC. 260 Cranberry Highway Orleans,MA 02653 Orleans 508.255.6511 ■ Provincetown 508.487.9600 ■ Hyannis 508.778.9600 ■ Fax 508,255,6700 _ ■ www.ceccapecod.com February 28,2006 C 16341.00 Board of Health By Facsimile: 508-790-6304 Barnstable Town Offices 200 Main St_ Hyannis,MA 02601 Re: Request for Continuance of Hearing Board of Health Request Fonii Proposed Approval of 6 Bedroom House Seapuit Harbors LLC,e%Silvia&Silvia 181 Seapuit Rd. Osterville,MA Map 95 Parcel 13.006 Dear Board Members: On behalf of our client, Seapuit Harbors LLC,we would like to request a continuance of a hearing that,is scheduled for today,February 28,2006. e We respectfully request that you reschedule the above referenced project for your March 14J2006 hea.Ltrag. : } r 0 If you have any questions,please call our office. Sincerely, COASTAL ENGINEERING CO.,INC. rn Beth Hays cc: Seapuit Harbors LLC,c/o Floyd Silvia Roy E. Okurowsli,P.E.,Coastal Engineering Co.,Inc. D:I,DOC1CI63001163411PermirringlOOH 20061 Cbntlnuance of Hearing Ltr to BOH 2.28.06.doe Providing solutions for the benefit of our clients and community ■ y 4 OASTAL , CFI NGINEERING TRANSMITTAL OMPANY, INC. 260 Cranberry Hwy.,Orleans,MA 02653 508-255-6511 Fax:508-255-6700 www.ceccapecod.com To: J3oard of Health Date: 3/7/06 Project No. C16341.00 Attn: Thomas McKean Barnstable Town Offices Via: 01st Class Mail ❑Pick up ❑Delivery❑Fed Ex 200 Main St. Hyannis,MA 02601 Phone: Fax: J Subject: Board of Health Request Form Filing No.of pages to follow: Proposed Approval of 6 Bedroom House Seapuit Harbors LLC,c/o Silvia&Silvia 181 Seapuit Rd.. Osterville,MA Map 95 Parcel 13.006 ® Plans ❑ Copy of Letter ❑ Specifications ❑ Other , We are sending the following items: Copies / Date �, No. i Description 4 ( 3/3/06 SD-1 Revised plan entitled, "Plan Showing Proposed Site Development",prepared by Coastal Engineering Co., Inc. 4 \3/3/06 �' SD-2 Revised plan entitled,""Plan Showing Proposed Sewage Disposal System Plan", _._.../ prepared by Coastal Engineering Co,.,Inc. r� 9 � These are transmitted as checked below: t I , ❑for approval ®for your use, ❑as requested ❑for review & comment `r' El om 51 Remarks: Enclosed please find.4 copies each of the revised plans for the above referenced pr ject. Tong revision shows the septic system was moved out of the 100' buffer"zone to the coastal bank This project is scheduled for your March 14, 2006 hearing. If you have any questions, or require any additional information,,please give our office a call.. cc: Seapuit Harbors LLC,c/o Floyd Silvia By: Beth Hays Roy E. Okurowski,P.E., Coastal Engineering Co.,.Inc. D:IDOCIC16300V 63411PermittinglBOH 2O061Rev Plan Trans to BOH 3.7.06.doc NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511. CX R§EWAST i 0 ---------- -----• - 8�q6p�ED PORCH BEDROOM _ a I 16�:iT Y I �q E AG'7S7T ROOM - = MASTER BATH ftMT-M CADOWT , IAV— - ! ——— 1 O OFFICE ' FOYER LAUN PMC44 MUDaRM_ _ 4 KCOR LNM6 q R. tMM - � • TOTAL LNM6 so" WIOA M �mff gloL ARIA p T. 7M ' /ADlT POACN AMA Y R. M� TOTAL 1A pm ICa T� r� U U la.W IryALD ti Ao If�r wt•rr0 fog C�7FEb1T OATf QEV19G'1$ „�� FIRST FLOOR PLAN NORTHSIDE ,�«ITT a ( e . a DESIGN ncmna iIS Cowes LA. DESIGNLL C0437RUCTXN Imm OIAOf M CL M M a q O0PV WHt��4K srtEr N4 DAMPROP03GD .�.om .+. ac GEARIN RESIDENCE ASSOCIATES °�mmVW 00 MA "SHA)IN"^ �A�+ a�(a/(( ' off• :• MSFMCMc amooaK•COWWER.,�CES" C� A. 07 9EAPUIT ROAD .,..m...m'""i.�.�a �..%""m"IT•T.tio m.o r•u,m.Te Q OSTERVILLE> MA. �M�soom r�ac�°ra" aa�ar nu puq�oym i a►Nanaot OIEOCED ROOF DECK jRF 112 L4EI BATHV\4 s� BATH irl ElEF 7n-J --------------- OP@1 TO A,J Wl`` 71 ( BATN #2 —— OT OPTIONAL 1/2 MATWBAT14 02 i �F1GE ram.. ��. 1 ♦•mil.-0• w=..o uu,.o.r amn.r+ `� Da KM NVAW my K mn.c st e u.EssArxOvA,.m SECOND FLOOR PLAN � CDPNbGHT DATE REVtSO4S o r a • a A MUKM SET a _ � ^,� NORTHSIDE HM NSoc�mar DESIGN iTs �,u. oEswr --� SHEET"a DATE ar oaA 1 N SET PROPOSED °1�"""'m°1 "O� ow wr ASSOCIATES �..v,.x,., , C"aEARIN RESIDENCE �®. r a11ANNuruTsacrTw DRAWN i s/ls/TI .tea` ',e�:,' ` o5tgntic�SAf> a�Y�4 OESIA O NOUT near OBTAP"nc A.;Z 07 SEAPUIT ROAD aancss wrnp mws . _s.s__o r. mor... r•�ww s>war•r.,.wnsowr•w m�s A+o p3NS.NT a NMTM= CHECXED ASTERVILLF_. MO teen�e_•s.. v_..o _ _. -------------- - ------------ ------ i 1 t 1 , I , I I ROOF DECK , I 1 I ----BONUS ROOM ---—------------------.I 1 � , 1 , UTILITY/STORAGE 1 1 1 , --------------------------------- ------------------------------- 1 1 1 , 1 1 1 , 1 1 1 1 1 1 1 1 � 1 1 --------— ---- - i i ------------ ------------ r� ./ 1 a'.i'-D' m�re�aaa■sa mo ww O wa.. REVISIONS f v Da vuM Nrnuo r r wu v.ao so. CDPYiDCHT DATE D 1 >z a `ALM°aC'� ATTIC FLOOR PLAN B Nam:_ NORTHSIDE umnam Mr"j"pV1tm. e I".C%PLM xr or _�.R�1 DES'IG'N Ilcsohts. 0 ft uN DESIGN ODI Or DO,DW.S*I Sr a aurm CO�iIM1O1L Doti lLAM/Y+E i s �/e7,,, MUIBQ a ona .1 gr PR°P°sED �,�' .�. ASSOCIATES MA*N i GEARIN RESIDENCE i .a iu..: ID,..,�. owacnvt NF.SowK R DES" CL A.3 07 SEAPUIT ROAD ,,,,.o, �rerm4 rs re.rwo r. 1•1 u.w s o ••.ulrn�nhrarr•w m —owsDn or Nwno0[ d#CKED OSTERVILLE, MA. .�,i""�.,� nw.r SO-11,o c.o.l�.,-�, a E� ®®Ulm 6 FRONT ELEVATION I� oa RAM NYAtO ti:i irmi.w'o...aa m COPtRWIr DATE e A�rA,.m ELEVATIONS Y4-R�•�.®e.••- NOWHSIDE Nanmc�.o�• 5 `R 0 1 8 { w s•a•.►s rae..w> f•A�II A SU OF �•• • `�:m m DESIGN MESM03 fn cwnN ua DES" 1 '1 wannicM ooaabnz .s..e.. . r,�. copmort n�a ws AAt SHM No. Mara a owwos a s N.r.m`a. .o.o wa w aseu s N�[ OR OOPO F ANC n.ssr.sera somm■ OAIF: NOr W O[RIDlOOIKm a/Ia�a GEARIN RESIDENCE ,� .m. ASSOCIATES , DRATIN A.4 07 seAPUIT ROAD a..•��m�.p...,aca DSUVTK IasooTrwL t caAtRML KSO4 arcs rernm ,s M ass r.� sm�s.i Est Yw an[[*•wob�nwwr•u�ms» AM WNsEW K mmrm c CHEQC� OBTERVILLE, HA. .....rma.no N ssu a (s.l w-au pasl ar-ssm O[90L EMI FRONT ELEVATION aoaa FRONT ELEVATION P-- ddUA 1 a•-1--0. RE�A90N5 °`AN My a ELEVATIONS '."ten'. i'L°o.i...aia` COPYRIGHT DATE 0 1 2 4 e �ACCOh4i o :."�G TK. NORTHSIDE MAIMS"wtY cwftmY CJ HT/A oo►s+cTt a,or ••vim•R DESIGN �°S C0MUM LAW DES" � . Cammic"DOMA04T& q a usr s �o�o SHEET m DATE: MLOAM a O�AM�ws M MY: PROPOSED „��a�� � NOT Q � GEARIN RESIDENCE " '�`..>o, ASSOCIATES ro�,laV»odxvm> rm A.4. 1 s/Ta/tH O7 SEAPUIT ROAD o„`.K `M� Disrsom aesDom&M"tmk Nsrm ,�TTEM d �4! Ww STRUT-...AXMV. r-w 029n CHECKED • K�ce�i�i i a ...• rq"vr ro trait tYd-un Al�O CON50/T�NdITKeF 1 1 1 I 1 1 r ® F96�J Ll u - - - - - - - - - RIGHT ELEVATION rm rm �•ti ,� _ -------- um ---- - -- - - - -� LEFT ELEVATION LEFT GARAGE ELEVATION AMM ELEVATIONS nat RAN.IfYAIb >N r lew rw ern•.a. COPYRICSIT DATE REM9W5 o i s a e my A c�SrT NORTHSIDE ��LAW DES" �n ��„oN°°°.am .� 'o"a o` DESIGN SHUT Na DATE- MAIM d MAMNM.l stt PROPOSED m �ip""0'o N w*oou 'a r-�l GEARIN RESIDENCE k � 1:� ASSOCIATES ,n"R�;,,.,�, ORANN A.5 ...�.,�,..�. ,{ O7 ,SEAPUIT ROAD r.o""'or`�i.'cram laa oat�CiNE mmmal t COI�txMt DEDM paglEE""Mil rrMT olY a Is avu r wwa m•m r. 1.1 wrl tt11[IT•�.rM an•W- AIO="=%I Of NOR1N90C CHECKED ' - OSTERVILLE, T'1.4. .a..■a.000lm�a�c..rr aon sn-nti twu aaa-«� otsaa A. JI/,► dalalth /1n1--1U A/■t/In/te► I/altltnn■It■. ,lnlaal/„Intl► :t/tnu--unutta. iaun--a�+�■!�,tuuu 1pinaO 'P'� lang4 namnualso I am■ Best momm Is" ing ��� --mull". .input unauuuu. ■mntll --alwluun► unv wins an--ants amuu,utlm my .uo ■aalan■■" Bowl■■talanaartl/. to VI maaaltllt "--poll--• nil► � 6ont► mm■ttn .n/uum ntlmen looniest-- .------null. 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I I F _ i I roor•c ACCESS �avouca ow►�A SPACE wb.• �e- U I I I I .ups SLABAP COW 1 II I 1' ON VAPON DAMEM • --=j CRAWL SPACE 1 ■r VAPOR MAMER 1 MAIM Tg �Rowu. I CONCP M HALL w+ w•ouVw T>m // Cola"m rO=NNG I rDO AwAu amiwrrtiwsTWIM CONCIt!<T{HALL am - eie•ANCWCR eIOLTe 0 D••O.C. ----== / I Z:, 'd*xf/4'RATE WAOHCR- '———— — .• I ,+ / /r I --- --- ----- I I L-- — — -----J 1 Tw" 'r-Y / ----- --------------- ------------ CONCRETE bt#"ON / ol COMMITS o' V / / ol Comcotm r aroma \ \ / Cow A rCONCOMYN ah TWO � ' / \ \ , / ol ol ol \ `\ lo ME E 9LAH \\ \ ��aHAwwr�an CAtlt[TE PO0r94 \ / / \ \\ / 1 ♦'.1'-0' - - amre=iYO COPYRIGHT DATE REVISIONS �\ \ ► , ,/ ,,, , A„I FOUNDATION PLAN j�n,,, ��' NORTH�IDE e ■ems. ... 0 1 8 e er A eaWDO sera Nolemsne Nolf�T orPleea» DE" cmamwcnm oom"wm DESIGN 1 `"AN[ 7A ; DATE NAIBQ a o•!glnes M scr i PROPOSED ASSOCIATES =M.w°�°"� oRA�+GEARIN RESIDENCE um� 4 DSWWRE MMSCoo"MoEML/Oe/11 O7 SEAPUIT ROAD ua�•��/ypr Div.sav "I yew an�r-e■MaOMPOW•w a2M uo cv6o�r a NonNsx / OSTERVILLE, MA_ r�os.`�L oM-1-k— AM C CHECIQD o.■o a■►-a.o oeo as-Mm DATE OF TESTS: AUGUST 8. 2002 ESTIMATED HIGH GROUNDWATER CALCULATION SMtH(E vALLEY Lt PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP (USGS/CCC METHOD) N/A OASTAL DEEP OBSER VA TION HOLE ,.LOGS ,� NO SCALE WITNESSED BY : AH OJALA, PE DOWN CAPE ENGINEERING, INC. INDEX WELL: ZONE: NCJEt�il�l G DEEP OBSERVATION HOLE I EL = 15.4 DAVID STANTON , HEALTH AGENT DATE OF READING DEPTH TO GROUNDWATER:._,_ NO GROUNDWATER ENCOUNTERED GROUNDWATER LEVEL ADJUSTMENT: Q1Y1•PAl� i � INC. s Q4' 2W Cranberry Hwy.Orleans,MA 02653 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER ACTUAL Fr •: g MUNSELL MOTTLING AL GROUNDWATER LEVEL 4 SITE; EL= � . ,n� F 508.255.6511 Fax:508.255.6700 0• - 6' A LOAMY SAND 10 YR 2/2 ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= .� .8 6" - 1$" B LOAMY SAND 10 YR 5/6 , 1 _ NOR1H BAY ; BAY TREET iN STREE . . ASSESSORS MAP 95 xi� 1$" - 132" C MED. -COARSE 2.5 Y 7/4 x11.0 1 \ i \ ti\ AIL AL AL A4 � PARCEL. 13,005 ��� SAND o4 l \ \ \' ti `� \ ` �\ ` �' �y \ \` x5.1 ?j� --- x5.8 ] \ •� `� �• `� \ \ ST. �, Q ` lT I \ ISOLATED WEILANO `• w \ e 3` 10, NO tIt01 001ER ENCOUNTERED '.� �, ` '\, allc ! ] \ alter \ Aq AT A DEPTH OF t32• �, -�;-' -. ] \ \ / f / 1 BARNSTABLE OSTERVILLE MA DEEP OBSERVATION HOLE 2 EL = 16.4 xt°S `� ='_ --- - ---- \� .; --- \ \ �' x7 �� 1 r KEY MAP DEPTH FROM SOIL Sal SOIL COLOR SOIL -� - x8 5_ �- -- _ - \ r o No SCALE SURFACE HORIZON 7EXTLIRE MUNSELL MOTTLING OTHER �,, �" ,� -- -x�,1/ a'� 1 / , �J l r/ - x11.5 �t - 0" - 2" O/A LOAMY SAND 10 YR 2 2 x1t.2 / / ••• �`�♦ _ ``�-�- '' `� �` -\\ -,,•,, �., // ti I 1 ) rtl.7 • • E FINE SAND •'••••.• x11.9 y / x12.4 _``' -- r' \ 2 - 3 ..,,•• -- _ _ , PROPOSED ---- \ x11.7 PLAN REFERENCES: g 3" - 24" B LOAMY SANG 10 YR 5/6 •• •w.w , LIMIT OF z ��`- ROCK r x r4 �- _ - i p4 4 ww•�i.ww■wwwWK w■■■w■ . 'WALL '� `' ASSESSORS MAP 095, PARCEL 13.006 C MED. COARSE 25Y 7/4 ♦ \ ■w••ww.ww„wwww.,r:w#wwwww• 24" - 132" • - p•. .- �_ ,�. _. ---x15 00�� \� `�\ x11.3 -- ,.. „��-,.._....- � SAND •..••� �.� \ x11.0 �- "`' f ELEV.CONCRETE ONLCP 5725-52 o `► •••'•••••••• ,� _ 2.5' 1. x11.2 ,,, \ TITLE 5 SITE PLAN OF LOT 153-C SEAPUIT NO GROUNONIER ENCOUNTERED / \ ROAD IN THE TOWN OF (OSTERVILLE) �► w,;.,fir.►♦ ♦� � � AT A DEPTH OF 132' \ `� ..w. •1»�.. r"'�'�:' 16 ` �► •*�� \ ~ �~ F LVIA, BY ARNSTABLE PREPARED OR OYD SI DOWN CAPE ENGINEERING, INC., DATED DESIGN CIOALCULA TIONS ♦ \ -.,, __ , .. _ _ __ ,3 _ . x13.2 � SEPTEMBER 9, 2002 AND REVISED NOVEMBER25, 2002. v o DESIGN FLOW: 6 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 660 GPD ` , 7.4 J] � �, ♦�, 100 FLOOD NOTE. p 660 GPD X 200% = 1320 GALLONS USE 2,000 GALLON SEPTIC TANK .� � �+ �. A 53' L x 12' W. x 2' D. LEACHING CHAMBER CAN LEACH: ,'� -� �**,at 1 t Vt = 53 (2) 2 x .74 + 53 (10) x .74 + 12 (2) 2 x .74 = 66&0 GIRD w LOT 153-C PROPaseo WATER x,3.2 ♦ • ##s'68.+r .. .. .. .. .. so WE • FLOOD ZONES C, B. A13 (EL 12), AND All (EL -15 - - -- 121,475 S.F.t UPLAND ** �' SERVICE ,, ( \ ••wrily�Js r■rrrrrrrrrrrr�iri�rrrwrwrrrrrr� 11) AS SHOWN ON FEMA FIRM PANEL #250001 74,399 S.F,t AND �► / r 17.4 1. I ~\ x1 .4 _-- 18 D REVISED JULY 2, 1992 ONE ( 1 ) _ 53 'L x 12 'W. x 2 'D. LEACHING CHAMBER Vt = 663 GPD > 660 GPO REVD. 195,874 S.F.t TOTAL ♦ / ! l ' 0 17.4 ONE 1 ) 2,000 GAL H 20 SEPTIC TANK x11.3 / ��r x13,s x , ONE 1 ) - DISTRIBUTION BOX ( 5 OUTLET) t5 , / LEGEND c EXIS*RN N 1 T- g NO TES j� v f. ♦ .o ,y / 5�. PROPOSED \ 1 SEAS. 1) GARAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 53'L x t2'W x EDGE OF WETLAND 7. / / ♦ 4,� ,j �• LEACHING CHAMBER OF q� �� �, ♦ t2 �O . / ♦ `� \ \ Mrs 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF +� 10.4 / .� ' �, x1 .3 ! THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT .- - ♦ '�i8 O »„17sx \ \ - --s - -- CONTOUR ROY E. STRENGTH TO SUSTAIN ALL LOADS M BE IMPOSED ON THEM. ANY • � , , ,, `s• `�iy �OS£p +17.4 no ^ �� .. 0 Raw x16.5 SPOT GRADE COMPONENT OF THE SYSTEM SUBJECT M VEHICULAR TRAFFIC MUST ►�• 1 �� \ �7• \ ♦ c �,' Fl.•r8'9Rq ►t 11 f 1 1 1� �, A y COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. ! >�► \ \ '+\ ♦ -� 0 \ 115 No. o Q 3) PRIOR M SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, * , ♦ � ` TH t 1 1 1� TEST HOLE Fs �G INSTALLER � ��� \ \ \ � ` \ , G/STrcR ��c. ♦e \ \ ONAL SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, .----., S ♦�. AND REPORT ANY DISCREPANCIES M THE DESIGN ENGINEER. r TH-2 I 1 4 GRAVITY PIPE SHALL 4 DIA. SM 40 PVC UNLESS OTHERWISE 1 �' �►'' '� ` : . "' 4 R ALL SEWER � , , _.. %� �`� , , . ,, � `3 ' , PROPOSED . �`. _.. .. NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT . I 1 . n. 5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL '�"��---\ �, h, x12.3♦i \ • 1 p"Mi ` \ FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF �-� �� `` \ � , \ pgo0 `wp.8 Box` / j \\ \\ w WATER LINE HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIM \ TO CONSTRUCTION. `` \ \ ♦ ~ ---- ..,, P \ 1 17 CONTOUR , \ ♦ �. -;� .� \ \ ..._. ..... � ._.. PROPOSED 2,000 � f � 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS �. \ \ SHALL NOT APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES \ \ ♦ 17. �x15.4 - tom. cq�tI H-10 SEP11C ♦ / DF TANK �, -��' 1 x13.6 +t7.4 SPOT GRADES CHANGES IN DESIGN. 1 \ _.am � .. � A ` � 1s s ♦, f,r �, - - A 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND `\ xI 2.9 / ♦+i�i "" -- . _ P ♦ /f w UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE \\ �.•;�� \ �\ 1 I, ���. 1�•: PROPOSED '`"---= -� ---•- �..�` i f IRwNc W.WORT( AREA DURING CONSTRUCTION. �. ,` / CHARLOTTE F. RABB r�l WALL Q15.5 � O W ` \ i I �•o l4.3 `'$. r CE# 1 LOT IS LOCATED IN A WELLHEAD\� \ \� 1 1 f .�•'" ` .-15s t7.4 �. ` ♦ r/ PROTECTION OVERLAY DISTRICT l" vs . i77 x , 1 \ • � / 1 1 �•( r,�. rr°1��..wbarw•wrrtw ails ,, adk / t AL ,�9M�r E�.- -�i412,,`* x44.6- �w "• \ r 2.5 aitc , j ♦,♦` 1 s ; I x10.1 aifc ;dk aik j / �••••• - ' �,, O l / ISOLATED WFILMD � PLAN #AO x13 ! "' .,,.� ..: .... ,� •� -- l r 20 10 0 20 60 ,�,. air alYc I r � �- -,�„ ,.- -- '' : � ails ail,. • ativ•''-� -- ' .�' I .>� 1 �•f / /\Y,,-' ^�' � w 44 \ " ■ \ /.% "''" -' ../' ! / / \ ,,�`b `� �- 1 each = 20 fL 10P OF FOUNDATION �e - \ J�. "" ! \ ` -' --°',r ____ \ �' / (\ - J♦ EL = 18.s RAISE COVERS TO RAISE COVERS TO 91HIN 6' AL ,� ►� '� '� -- ' �\ \� ''i�1 T� � -f ' �f�� � ``� � � !f�� \\ r� X �, (THIS AREA IS SERVED BY TOWN WATER) � • _ \ \ ... FINISH GRADE OF FINISH GRADE E� AN FINISH GRADE �,�,, -,..,� • �. f MR 3' MAX D'BOX MINMINrI D'BOX NrSIDE ailr all4 alYc aik {E•f �-- -- \ r s - ' aul<c Qc 1�,,1� `. `9�p\ a00 X MAX. fi'F '" a v� MENSIONS 12•x12' OVERGROWN BOG •.." -:.-•--- 4• DIA SCH 40 PVC PIPE DRIP.r MN - r MAX • 7-j" r S� FLAW LINE 4' H11A SCH 40 PVC PEE C CIA SCH 40.PVC PIPE 1/$�To 1k STONE ' D'BOX OVERGROWN BOG ��� \ �- 1"=20' p�� 2'-0' INSPEOCIN NOTE DRAwnvaFC16341-DCEI.DWG 18.10 1 LEVELER EFFECTIVE 8►25 2000 CAL H-10 15�00 1b�8 DEPTH THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) DATE SEPTIC TANK 1b29 14.00 3 4" 1L11 1/2' :•'� 12-23-05 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRAWNBY • W/SMNTARY TEES 4.0 DOUBLE w STONE • COMPACTED BASE r/�, , f ,; t f. , r� 1 1 INSTALLATION CONIRACTnR MUST NOTIFY THE DESIGN ENGINEER MAP/TLM c� THE MINIMUM SLOPE FOR w/6•uVER OF 1200 ° °f o, ' ' ', '°` :' : r�� '�' � ,� '� ' • ' ' ONE (1)- 531. x 12 W x 2 D LEACHING CHAMBER CONSTRUCT PRIOR TO THE START OF INST 3 4 DU SCH 40 P11C CRUSHED STONE - - - f ».,• . ° ,r' °`. ,. P ° '. , , 1 » f » . ALLAl1ON FOR DISGUSSYON ON CEECKM BY �, -0 '� r� BY PLACING SIX 8-6 x 4-10 x 3-0" LEACHING CHAMBER REQUIRED INSPEC11ONS. PIPE 01/$' PER FT COMPACTED BASE GAS BAFFLE -Cr 7.1' b f, O b O O r1 f f UNITS END TO END WITH 1'-0" STONE ON ENDS AND 3'-r w 6• LAIR OF iw--TITS' OR S omi D'BOX MUST REMAIN ;, V 9 CEO ao MEW rr STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS N STONE APPROVED E4tNVALENT LEVEL FOR 2'-0' BEFORE PrrCwNG 1` ,F MANUFACTURED BY SHOREY PRECAST OR EQUAL). U f F� .��� ; �,,< � NOTE: 56't LNiIIID DEPTH OUTLET TEE DEPTH t9'# 29't r, ;, r ,r ,° ,; °. BROW FLOW LINE DOMM LEACHING FACILITY -r� �` 'f `r /.fi t .' f ` f THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO THE REQUIREMENTS OF 11TLE 5 OF THE STATE ENVIRONMENTAL 4 FT 14 NglfS LONGEST' RUN ,Y, NO GROUND010 DIOOUNTE� AT EL.=4.4' • CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 5 FT 19 INCHES -0 LOCAL BOARD OF HEALTH REGULATIONS. 6 FT 24 INCHES .. 7 FT 29 INCHES C4 SCHEMATIC FLOW PROFILE .� ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 2 OF ?SBUTS `3 PROJECT NO. C16341.00 ,,Vf-Z E � -3/1/0 I I / C IU S 1-OM / REIS)I �aENCE LOT 1 53- C 181 I 0 AD OSTERV LLE, MA 02655 / I i GENERAL NOTES: 'J 0 I . � � the drawing and all of the ideas arrangements, designs and plans indicated thereon or represented thereby are owned by and remain the nicholae property of architect inc. no part ff, pa treve thereof or corporation y y person, orpo ation foranyprpSfirm e: except with specific written permission of the firm doreve nicholaeff I-r architect, inc. l any errors or discrepancies on the 1 _ details are tobe brought drawingss, shop �+ o the attention of the architect before the work has commenced. — — — — — — — — I — — — dimensions are to be used and no ! �j ❑ / drawings are to be scaled. Ef /'71� Ll + i O :1 O/ �\ it 0 l f OD H L-1 [77 dI1; DE5ISN DEVELOPMENT c 1 / CO. ❑S/08/2005 - I I _ 1J12.2 / \ 6-112.2 41 DOREVE 1vICHOLAEFF ARCHITECT INC. I / 812 MAN STREET OS O[.E,0 9 TFL. 8 � ©;� N( 1 1 1 I � � f � ' ' ! I � I I { I ✓'II2.�' FAX 508-420-2240 � � ' IIFii HIMII III / I / I 1 Yv? \S S)Y .j , t+ I I PROJECT NUMBER: , I / DRAWN BY: DN/DV SCALE: 1/4" f--- , DATE: AUGUST 08, 2005 I / II TLE / FIRST FLOOR PLAN 3,861.35 S0. FT. I I , / CP-01 , I � �E.SCA r— 1 4" = 1'-0" FIRST LOQR PLAN 'I r CUSTOM RESIDENCE LOT 153- C 181 SEAPUIT ROAD OSTERVILLE, NiA 02655 GENERAL NOTES: the drawing and all of the ideas j arrangements, designs and plans iindicated thereon or reoresented i I thereby are owned by and remain the property of doreve nicholaeff, architect inc, no part thereof shall utilized y y person,orco poration foranypur firm pose: 1 except with specific written permission i of the firm doreve nicholaeff architect, inc. any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the architect before F-1 the work has commenced. Fj 0 dimensions are to be used and no drawings are to be scaled. El HT-W-d"AEI'SE.J - 7 0 \ / DESIGN DEVELOPMENT 08/08/2005 —J I — I Is I I. u �� ,-i � i i it i! Ij ii � 1 ❑ I ! � � � DOREVE NZCHOLAEF`F I • I I jI i - ,/� - - — ,;J � ARCHITECT INC. TEL.508d20-5298 812 MAIN STREET .\� I ! OSTERVILL$MA02655 L � t I � FAX 508-420.2240 e-5 I. 4 W I•i1 Y PROJECT NUMBER: DRAWN BY: DN/DV SCALE: 1/4" = 1 C-0" DATE: AUGUST 08, 2005 TI TLE SECOND FLOOR PLAN 3,294.50 SQ. FT. TOTAL (941.60 SQ. FT. LOFT) Xref G:\SILVIA\SIL-ARCH\SIL-DD\SIESIh6BRBRXXijdjrg SECOND FLOOR PLAN SCALE: 1/4" = 1 CUSTOM RE-SID '--- NOE 1_0T 153- 0 i 181 SEAPUIT ROAD OSTERV!LLE, MIA 02655 d I 1 G7NERAL NOTES: the drawing and & of the ideas arrangements, designs and plans indicated thereon or reoresented thereby are owned by and remain the property of doreve nicholaeff, architect inc. no part thereof shall be utilized by any person, firm or corporation for any purpose: except with specific written permission of the firm doreve nicholoeff architect, inc. any errors or discrepancies on the drawings, shop drawings and details are to be brought to the attention of the architect before the work has commenced. dimensions are to be used and no I drawings are to be scaled. t -47 0 i DESIGN DEVELOPMENT 08/02/2005 DOREVE NICHOEAEFF ARCHITECT INC. l 812 STREFF OSTERVILLE.MA 02655 i TEL.508-420-5298 FAX 508-420-2240 �I jj t�i i PROJECT NUMBER: DRAWN BY: DN/DV I 1 SCALE: 1/4" DATE: AUGUST 08, 2005 i I I 1 TI TLE THIRD FLOOR PLAN 326.30 SCE. FT. J1 I I Xref G:\SILVlA\SIL—ARCH\SIL—DD\SIESI"B@ THIRD FLOOR PLAN SCAL-: 'lift" _ 1' 1 I I SMOKE VALLEY R --- 16� OASTAL .10 NGINEERING Q P` OMPANY, INC. \ ` EDGE ofJ?-A �, \ -----' \ \ �`.. � Q. �.�y � 260 Cranberry Hwy.Orleans,MA 02653 P 508.255.6511 Fax:508 255.b700 BAY BAY EET AIN S S7 9 9 r � / ARNSTABLE (OSTERVILLE), MA Y MAPrA KEY NO SCALE N LOCATION OF UNDERGROUND ELECTRIC AND GAS , . '� PLAN REFERENCES: w SERVICES TO BE DETERMINED BY NSTAR AND f \ \Q$ \ ! \ AN, l \ �� I \ \ ASSESSORS MAP 095 PARCEL. 13.0 KEYSP \ \ _c � / I\ I \ LCP 5725-52 DAVID CASE139,136 \ // \\ \\ \ , REF: TITLE 5 SITE PLAN OF LOT 153-C O CERT.# \ ( I\ \ \ SEAPUIT ROAD IN THE TOWN OF (OSTERVILLE) v �cP 148 s 25-52 \ I \ \\ \\ \ BARNSTABLE PREPARED FOR FLOYD SILVIA, BY l DOWN CAPE ENGINEERING. INC.. DATED r H rn / \ SEPTEMBER 9, 2002 AND REVISED NOVEMBER , 25, 2002 o REF: DEP JISE3-4093 f f �� �', s, ,r�l ! PLAN. REVISED SITE PLAN f t 1 (�` � BY: ARNE OJALA, PE vi / DATE: 6-16-03 FLOOD NOTE. ►.,.. WVEWAY �' ;l ' FLOC ZONES C, B, A13 (Q. 12), AND A11 (EL M ,h 11) AS SHOWN ON FEMA FIRM PANEL. 125000 c; A 18 a REVISED JULY 2. 1992. N z, da W a4 �% , \ ISOLATED LEGEND \ WETLAND \\ \ SEAL EXISTING �, �`"OFn'�ss�, \`` I�♦ PROPOSED l \* ��. : * WATER. SERVICE .. __ , . DAw SD C' / -. �, \♦ ,i l \ ■ BOUND CERT.# 158�32/ �/ \ �, \♦� �. ♦♦♦, \ �, j/ -' ` f `� t f '' -. „�..._ •. �\�• GlSt�4 k LOT 154 ♦ ♦♦ _1 — I \ -- -- _ — — EDGE OF WETLAND ONAL � LCP 5725154{ t v`^ \ \ ISOLA IED ♦ ! • \ \ `''� ~ ' .� \ \ \\ CONTOUR ' WETLAND ,/ ` ♦♦; I_ — \ \\ i �'\ +. Ak Ak "'•.". =-' ------'' .. . `,, -y ,� ,� / _ 16- , r TEQ 1 V ♦i �r. 1 \ VETLANQ _ ♦ / ROSA RUGOSA TO n � ♦ -BE PLANTED ALONG/ \ ♦,LIMIT OF WORK � g0� "`- ��� �=" ����� � f` I � J l f f l l // /l • .( / / 1 '••\• • \ .ice•�. /'� _`•� �� \� / /! ! ! / / / f / �,/ '- \ •. C — _44 _ROCK WALL / _T.O:W:=17.0 I".,� � f ♦�� \ \ '* �� .ten. . � r •• ./ • 1 \ \ � ^'�" _. •��� \ t , ♦�. \ \ *• ., ••• ! ~ '+�� \ .ROSA RUGOSA TO -`•`2�- / : ..: .. :. -_,: ., - \_ BE PLANTED ALONG_-13_ ` PROPOS W W \ \ / \ \ "� : ,.. ` C LIMIT OF WORK -t¢ / \ BENCHMARK MIT 0' WORK ., /` / „�.,.-. _,\�• �' .. CONCRETE BOUND � ,,�,,..r...r-"'.` t �v : .,y...,: •�„ _...,_ _ - _ ELEV = 14.60 +17.4 SPOT GRADE CP 17 CONTOUR t A., \ROOK MJALL � �,\ `,':. "'►,` { \ \•" ALL PROPOSED / f, ` 1 \ T.O.W=15.0 '''O,, \. LANDSCAPING IS WITHIN IRVING W. do CHARLOTTE F. RABB W— WATER LINE C/1 B.O -11.0 / . >: / '+�*TQ y,O / / f THE LIMIT OF WORK � \^ CER.# 9Z4 t �. PLANTS TK18Eo,. ' \ ►; 8S '4A'•9 '°`D�, , -- UA \ i TREE PLACED ALONG :FGB / \ \R6(i WAIL ' B.0 W.a11.0 `� d y � � \ ,*._. �,-• '�.* ' � o � LANDSCAPING ` Farr.-1so \ a o k t Q A 234 TRUST ,�'. _` -- - B.aW=120 PRbPOSE 6 \ \ 1" s D`MARTIN GLAZER & ALAN ROTTENBERG, TRS. f. b ,' ,. ••.-_. ARpp =.: N. ,� SEP�G S TEM --.••.•• LIMIT OF VISTA VIEW f~ CERT.# 161,346 � '� 0 '♦, d 1i LOT 155 at1An = \`\\ \� �9 ro. !� P U D /, M'-■I —�-.�._. ," '.�." � •;.: SEPTIC TANK ! / LIMIT OF WSrA aw-12 *N POOL TO BE REVERSE OSMOSIS j Y' FILTRATION SYSTEM VIEW AREA moo° � \ Ir: °t:aw-t�o PROP ,� W/ETLANDR � ` B.aw-l� oP HOUR /! ASSESSORS MAP 95 50 FROM . 4 \ PARCEL 13.006 .. 1 / \ L j '���`-, t3. ft .. M. W 17►0 . E� - - - _ -- / HOLBROOK R. DAWS ,. ,., �' \ `' , ♦ .� 5 •` ole 4.5f acres `,:-' / ` / ISOLATED WETLAND L.C.P. 5725-52157 } ETA VIEW NOTE: 00 -�f/\ i-�� VISTA VIEW TO BE ACCOMPLISHED BY SCALE \ ,` /\\ ,�14 1 40 SELECTIVE PRUNINGS AND REMOVAL OF ` SELECTED TREES AND SAPLINGS WITH nRAwnvc C16341-DCELDWG • - . -- OVERGROWN BOG � -� \\� � LESS THAN 6" DIAMETER. DATE 234 TRUST �. �. � \ 12-23-05 MARTIN GLAZER do ALAN ROTTENBERG, TRS. UMIT OF EDGE OF WETLAND DRAWN BY CERT.# 161,346 VIEW AREA VISTA PER DOWN CAPE ENGINEERING-2002 MAP/TLM LOT 155 �9,�ji• DEP COASTAL BANK CHECKED BY PLAN C14 SCALE: 1"= 40' G d 40 20 0 40 120 ''9 U � t* 1 inch 40 Q W 1 OF ?SHEETS 177.30 ! _ PROJECTNO. C16341.00 3 �0 ------------ ---------- J OKE vALLEY R SM _X_VMfL AUGUST 8, 2002 ESTIMATED HIGH GROUNDWATER CALCULATION OASTAL N/A PEiCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP (USGS/CCC METHOD) DEEP OBSERVA TION HOLE LOGS i NGINEERING INDEX WELL- I- ZONE. NO SCALE AH OJALA, PE DOYN CAPE ENGINEERING, INC. I DAVID STANTON HEALTH AGENT DATE OF READING- DEPTH TO GROUNDWATETt_ ,, 0� OMPANY INC. DEEP OBSERVATION HOLE 1 EL 15.4 N�) GROUNDWATER ENCOUNTERED GROUNDWATER LEVEL ADJUSTMENT:' 260 Cranberry Hwy.Orleans,MA 02653 DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 508.255,6511 Fax:508.255.6700 OM N TEXTURE (MUNSELL) MOTMNG ACTUAL GROUNDWATER LEVEL, 0 SITE' EL= p 09 6a A LOAMY SAND 10 YR 2/2 ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL EL WIN BAY BA TREET AIN STREE B LOAMY SAND 6* 18' 10 YR 5/6 ASSESSORS MAP 95 4 SAND A4 J14 PARCEL 13,005 C MED. -COARSE X11.0 A 18' 132' Z5 Y 7/4 x5l, x5.8 BRI E ST. 11SOLATED WETLAND x1o. NO C,',C*D1YATE, E1-CM'XTERED BARN t AT A D-EPT4, OF "a �W.4 7'' X10.8 x 7 DEEP OBSERVATION HOLE 2 EL 16.4 KEY MAP X11.5 X8.5 NO SCALE SOIL SOIL COLOR DEPTH FROM SCA L _-J,L OTHER 0 N TEXTURE (MUN��U .5 �QRFA�E HORIZON MOTTUNG X11 x11.2 00 - 22 O/A LOAMY SMD 10 YR 2/2 4.7 cq Y12.4 X11.9 / b '_1 /I c - , FINE SAND N i PLAN REFERENrrQ 29 - 3w E x11.7 ROCK LIMT OF Xp�X WALL -7 B MY SAIND 10 YR 5/6 ASSESSORS MAP 095, PARCEL 13-OP6 LOA, _8 3" 24" 9- A%* - --%15.0 x11.3 a a -52 z DMID LOP 5725 7 ELEV. 14.Ed T__ 24" 132" C MED. COARSE 2.5Y 7/4 X11.0 SAND -an TITLE 5 SITE PLAI OF LOT 153-C SEAPUIT x1 2:5 x11.2 TERM ROAD IN THE S ILLE) ' ftv TO1hN OF (0 9a;NVXA7R:,R 6=41ID-RED - ft"', - '1�4, NIL' "4 zoo AT A CV-P-1 (F 0 '00 "_ ��. : � . 1-15 - -�v - - I : // BARNSTABLE PREPARED FOR FLOYD 51VIA, By > --wA Ima wo 900 - - -w - I -INEERING, INC.,.DATED V . DO", CAPE OIL SEPTEMBER 9, 2002 AND REVISED NOVEMBER x 13,3 DESIGN CALCULA TIONS 25, 2002. X Q* Ap Mr , 2 L R 6 BEDROCIMS AT 110 GAL PER DAY PER BEDROCM 660 GPD 17.4 4 . \ .0 4 00 FLOOD N07F.. 660 GPD X 2CO% = 1320 GALLOtiS - USE 2,000 GN10 SEPTIC T�.'!K 2c� `�Z;,. '_1 1 ,$ i 4v look A 53' L x 12' IN. x 2' D. LEACHING CHANEET C41 LEACH: 41 o ...... FLOOD ZCflES C, B, Al 3 (EL 12), AND All (EL j ku 001 A3.2 PROPOSED 11) AS SHOffl CNI FOMA FIRIA P91EL -3251 Vt 53 (2) 2 x .74 + 53 (10) x .74 + 12 (2) 2 x .74 683.0 CPO 121,475 S.F.± UPLAND SEWACE Is, 13 D REAM JJLY 2, 199E Phil x1 .4 74,399 51A _ffa MIN 195,874 S.F.± ..TOTAL 17.4 LIMMU_ CNE 1 53 'L x 12 'W. x 2 '0. LEACHING CHAAZER 'it 653 GFD > 660 CFO RE)V C4 : � _ �­ . 11 11 1� X11.3 Ilk* 3 1� A 5. LEGEND ONE 1 2,0010 GAL H-20 SEPTIC TANK *tow am ONE 1 DISTRIBUTION BOX 5 OUTLET) 5%,100�- N. EXIS17NG z A SEAL -N- -TUND EDGE OF 'A N 0 TES "AA .1 *� . zz, FRCPOSED V -w x 7 VATH THIS DESIGN. 74. 5,31 x 12 u ftzv - LEACHNG CHAMBER 1)1 GARBAGE GRINDERS ARE NOT ALLO Mi X1 .3 CCNTCAJR )cl 0.4 2) THE INSTALLER IS RESPON 'o, S-48LE FOR ASSURING THAT CCUPONENTS CF ,.17.6 x RU RA aft C4<u WSKI CIENT ftft THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUF91 17.4 SPOT GRADE 'N, IM 4114-58 x1 6.5 STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICIYLAR TRAFFIC MUST Cc*APLY NTH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WVIEEL LOADS. 49�6 10 TEST HOLE 0 10, 7" /p �T' IGINEER. AND REPORT ANY DISCREPANCIES 10 THE DESIGN EMN 16,4 D-BO TH--\2 x1A 4) ALL GRAVITY SEWER PIPE SHALL BE r DIA. SCH 40 PVC UNLESS OTHFRYASE -z' FROF0 D x17.0- NOTED. THE MINIMUM SLOPE OF 4* DIX SCH 40 PVC SHAtJ_ BE Q01 FT/�T. A x1 2.3 0 X16.8 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL' �7 v,5,-vo r v --W WAIER UNE �4 S. FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF 4j .6 0<,v PROP, TING PRIOR / - 17 0�zb I CONTOUR HEALTH. Ali REQUESTS FOR CHANGES SHALL BE MADE IN WRI A PROPOSED 2,000 TO CONSTRUCTION. 17.4 GALLON H-20 SEPTIC 17. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SISTEM COMPONENTS W 4e e-e-4�--_12 T&K j +17.4 SPOT GRADES 0 X13.6 WIRES SHALL NOT BE APPROVED IF THE USE OF THOR EQUIPMENT RE e,11;7 t> CHANGES IN DESIGN. q2.9 -16 6: ? r,2 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 44 IRVING W. UTILITIES PRIOR TO EXCAVATION, AND SHALL PR07ECT UTILITIES WITHIN THE I C/� PROPOSED CHARLOTTE F. RABS WORK AREA DURING CONSTRUCTION. ROCK .415.5 C WALL CERTI 9Z461 fl, LCP 15055G LOT IS LOCATED IN A WELLHEAD j 14,3''1 17.4 PROTECTION OVERLAY DISTRICT C*40 4%, 441A 041k ,1,5 1 9 A �4 2526,) Wf" 242 0 -7 7 A 4.3 ---A 1�10 a - 4k4 421 _-Al2 A3.5 po JL 2111aft % C) 111.0 aiw WALL A 4.6 11*7 a c> X10.1 a a o 0 a a ISCUTED WEIUND PLAN .137 20 10 0 20 60 .................. 777,71 6,7 % I inch 20 M TCP OF FaMA70 EL - 1&5±I A4 (THIS AREA IS SER�`ED BY TOWN WATER) MT RAISE CO%uRS TO OF RNSH GRAM RAISE CO%�RS TO ?A e Oil PMSH GRAM u Lj' DEP COA__STAL BANK ri 1 FUSH CGRIAVE L U wN. 19 _114 00 L10 ma DtOx IMPULIm O'BOX INW1 3' MAX OVERGROWN BOG SCALE DROP:20 MIN MAX A10_2CO2 S A-,, I S T A L E_ C 4' CiA SCH 40 PVC PFE r DA SCH LAYER 20' -a? I -\, 3 p D'BOX OWMom BOG; FLOW 40 Pvc FFE C DIA SCH 40 11"wt FFE r I LK TIWL 1/,w TO 1/'f ST.,::m DRAWING FILE ___ -3 L 10 INSPECT164' NOTE L Lam CEFjj­ SEE BEM OR FLOIN 12-23-05 1'� SEPTIC TANK 114.00 OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRAWN BY 31e TO 1 1/2- \10 WM NVERT EFFEC7rvE THE STATE ENVIRONMENTAL CODE� TITLE 5. REQUIRES INSPE DATE Wo Ele: 20013 G& H-20 14.46 - W DEM CTION(S) W/SAWARY TEES ALL NY. TIEJ THE DES2LEMEER DCU8LE WASHED STCHE INUALLM CONTRACTOR MUST NO M"/TLM COUPACTED BASE ONE (l)- 531 x 12V x 2'D LEACHING CHAM815- 1 CONSTRUCT THE MR&MA SL -YER OF PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON CHECKED BY OPE FOR W/ C LA 1 -0 4! D[A SCli 40 PVC 10 ST04E �_119: 3--r BY PLACING SIX f�-6* x 4'-10* x S-0* LEAWING DiAMBER REQUIRED INSPECTIONS. UNITS END TO END WTH V-10' STONE ON ENDS AND S-r ALL 0 POPE tS 111r PER FT COWAC10 BASE- GAS BAFF1 1 7.1' b .11 121-or 1 0 0 u `TUF-TrIr OR I W1 6- LAYER OF UNE(S) DO 3 D-BOX WST REMM 04 STONE ON SIDES. (USE 500 GALLON LEACH CHA'MBER UNITS AS CRUSH1ED STONE APPRM EQUVAM LEVEL FOR 2'-T BMX PITCFM EM \iEW MANUFACTURED BY SHOREY PRECAST OR.EQUAL). NOTF_- REPARED ACCORDING TO OUTLET TEE DE111H DOU TO LEACHM FAOUTY THE INFORMATION kEREON HAS BEEN P U= DEM BELOW R.OW UNE 29'± THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL r CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND 0 LONGEST RUN NO GROUNDWATER ENCOUNTERED AT EL-4.4! u 4 FT 14 WM LOCAL BOARD OF HEALTH REGULATIONS. 5 FT 19 IRM 6 H 24 100 7 R n DOM 0 SCHEMA TIC FLOVV PROFILE 2 OF SHEETS ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITL.E 5 F, x 10-8- PROJECT NO. 0 C16341.00 u