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HomeMy WebLinkAbout0861/0859 CRAIGVILLE BEACH ROAD - Health 861/859 Craigville Bch. i Centerville/Akselrad TOWN OF BARNSTABLE �pF THE taw OFFICE OF t DAHd9TSBL i BOARD OF HEALTH MAO& A t639' 367 MAIN STREET HYANNIS, MASS.02601 November 25, 1992 Mr. John M. O'Reilly, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear Mr. O'Reilly, You are granted multiple Title V and local Board of Health Regulation variances, on behalf of your client, Charles Akselrad, to install a replacement onsite sewage disposal system at 859 (Lot 5) Craigville Beach Road Centerville, with the following conditions: ( 1) The septic system shall be installed in strict accordance with the submitted plans dated revised November 24, 1992, (2) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated revised November 24, 1992. (3) The applicant shall receive the approval of the Town of Barnstable Conservation Commission. (4 ) The applicant shall receive an easement in order to locate the leaching facility on the abutting lot. Said easement shall be recorded on the deed. (5) The reconstructed dwelling shall not increase in size. (6) Only two (2) bedrooms are authorized within this dwelling. Sewing rooms, dens, office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (7) The reconstructed dwelling shall not contain any more rooms than there are presently. (8) The dwelling shall be connected to public water. (9) The dwelling shall be connected to Town sewer when the Board determines it's availability. ( 10) This variance expires December 1, 1993. The variances are granted because the existing cesspool is located significantly closer to the watercourse and is in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely Yours, /fit-vJCvw Susan G. sk Chairman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Robert Gatewood Brian Dudley i ui UL ICU W3U ui 1.Ly l • o o TOWN OF BARNSTABLE Received 1�N�E�T by � y� OFFICE OF Date 1AS177lLL BOARD OF HEALTH oo'F1 1639. 9 367 MAIN STREET HYANNIS, MASS.0260) VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT. Mr. Charles Akselrad TEL.# ADDRESS OF APPLICANT 960 Lawrenceville Road, Princeton, NJ 08540 NAME OF OWNER OF PROPERTY same as applicant SUBDIVISION NAME NA DATE APPROVED NA ASSESSORS MAP & PARCEL NUMBER Map 225/Lot5 LOT SIZE 4 ,600 SF LOCATION OF REQUEST 859 Craiqville Beach Road VARIANCE FROM REGULATION (List Regulation) see attached letter. REASON FOR VARIANCE (May attach letter if more space is needed) see attached letter. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL i Joseph C. Snow, M.D. , Chairman ` RECEIVE_ OCT 5 1992 Susan G. Rask HEALTH O�Pn?OIMN OF BAABLE Arian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE Registered Professional Engineers& Land Surveyors (508) 255-6511 CoastalEngineeringC9. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• •Consultants for Structural Analysis, Project Feasibility, Environmental• 260 Cranberry Highway •Land Surveying• Orleans, Mass. 02653 File No. : C13-060 October 2, 1992 Barnstable 3oard of Health Town Hall Offices Hyannis, MA 02601 Re: Mr. Charles Akselrad 859 Craigville Beach Road Map 225, Lot 5 Centerville, MA REQUEST FOR VARIANCES Dear Board Members: On behalf of our client, Mr. Charles Akselrad, we are requesting variances from Title 5 of the State Environmental Code and Local Board of Health Regulations to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The proposed replacement would comply with the requirements of both local and state environmental regulations except for the following: Title V: - 310 CMR 15.02 (17) Construction in Fill: - 10' removal of impervious material not provided. (9' variance requested). - 310 CMR 15.03 (7) Distances: - Leaching facility is less than 10' from property line. (9' variance requested) - Septic tank is less than 10' from property line. (5' variance requested) - Slope requirement not met, 12.9' required. (8' variance requested) - Leaching facility is located on abutting property. (Irrevocable easement shall be granted from abutter to the west and recorded against both deeds. ) Board of Health Page 2 File No.: C13-060 - 310 CMR 15.15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. Local - Section 1.18: - Leaching facility effective width is greater than 12'. (3' variance requested) We feel the granting of these variances will provide the same degree of environmental protection as required under Title 5. A representative of Coastal Engineering Co. , Inc. will be present at the hearing on Tuesday, October 27, 1992 at P.M. to answer any questions you may have. Very truly yours, STAL ENGINEERING CO. , INC. oly, P.E. JMO/lmm hn M. O'Reil Enclosures cc: Mrs. Aline Akselrad Registered Professional Engineers & Land Surveyors (508) 255-6511 CoastalEngineeringCo. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• 260 Cranberry Highway •Consultants for Structural Analysis, Project Feasibility, Environmental •Land Surveying• Orleans, Mass. 02653 File No. : C13-060 October 1 , 1992 To: All Abutters Re: Mr. Charles Akselrad 859 Craigville Beach Rd. Map 225, Lot 5 Centerville, MA Dear Abutter: This is to notify you that Mr. Charles Akselrad has filed a request for variances with the Barnstable Board of Health to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The variances requested are as follows: Title V: - 310 CMR 15.02 (17) Construction in Fill: - 10' removal of impervious material not provided. (9' variance requested). - 310 CMR 15.03 (7) Distances: - Leaching facility is less than 10' from property line. (9' variance requested) Septic tank is less than 10' from property line. (5' variance requested) - Slope requirement not met, 12.9' required. (8' variance requested) - Leaching facility is located on abutting property. (Irrevocable easement shall be granted from abutter to the crest and recorded against both deeds.) - 310 CMR 16.15 (6) Reserve Area, - Reserve area not provided, removal and replacement requested. I Notice to Abutters Page 2 File No. : C13-060 Local - Section 1.18: - Leaching facility effective width is greater than 12'. (3' variance requested) A hearing on this matter has been scheduled for October 27, 1992 at P.M. at Barnstable Town Hall. Very truly yours, Z L ENGINEERING CO. , INC. M. Moniz Registered Professional Engineers & Land Surveyors (508) 255-6511 CoastalEngineeringCo. , Inc. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• •Consultants for Structural Analysis, Project Feasibility, Environmental 260 Cranberry Highway •Land Surveying• Orleans, Mass. 02653 File No. : C13-060 ABUTTER LIST MAP # PARCEL # NAME & ADDRESS 225 5 Mr. Charles Akselrad LOCUS 960 Lawrenceville Road Princeton, NJ 08540 ABUTTERS MAP # PARCEL # NAME & ADDRESS 226 162 Christian Camp Meeting c/o Richard Eggers, Jr. Craigville, MA 02636 226 172 Avon Construction Corporation 37 Juniper Ridge Road Westwood, MA 02090 226 171 Anne & Eileen Beaudramp 7 Marietta Street Woburn, MA 01801 226 30 R. Butherich 1 Kingsbrook Way.. North Easton, MA 02356 226 31 E. Driscoll 1 127 Fitch Hill Avenue Fitchburg, MA 01420 226 32 N. Eflemor P.O. Box 16 Melrose, MA 02176 226 174 J . & A. Federico 37 Juniper Ridge Road Westwood, MA 02090 226 140-6 B. Herman c/o Brockton Savings Bank North Main Street Brockton, MA 02903 MAP 0 _-PARCEL- 0 NAME & ADDRESS 226 168 G.W. Heacox 16 Bell Street Nashua, NH 03060 226 169 J .M. & A. Haney P.O. Box 1056 Sandwich,MA 02563 226 157 A. Harb c/o Crescent Credit Union PO Box 271 Brockton, MA 02903 226 3 M. Kepues D. & S. Hirsch R. Cofer 1160 Phinneys Lane Centerville, MA 02632 226 31 C. and S. Lee 66 Melvin Road Arlington, MA 02174 226 158 A. Petrosino 29 Westward Cros. North Reading, MA 01864 226 167 T. Plonowski 1631 Newfield Avenue Stamford, CT 06905 226 159 & W. Schortman - 175 72 Broad Brook Road Broad Brook, CT 06016 2261 166 W. Sowyrda 2 Walker Avenue Taunton, MA 02780 226 173 E. Rice 581 Pleasant Street Leominister, MA 01453 226 6 Town of. Barnstable 367 Main Street . Hyannis, MA 02601 i TOWN OF BARNSTABLE `OF tM E 6vQ �� OFFICE OF 33AH39TABL : BOARD OF HEALTH MAO& p �MAY k�e� 367 MAIN STREET HYANNIS, MASS. 02601 October 19, 1995 John Bologna Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear Mr. Bologna: You are granted variances, on behalf of your client, Charles Akselrad, to install a replacement onsite sewage disposal system at 859 and 861 (Lots 4 and 5) Craigville Beach Road, Centerville. The variances granted are: • 310 CMR 15.02.(7) To remove five feet of impervious soils around the system in lieu of the required ten (10) feet. • Section 1.18 To install a leaching facility which is 19 feet wide in lieu of maximum limit of 12 feet. (1) The septic system shall be installed in strict accordance with the submitted plans dated September 28, 1995. (2) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated September 28, 1995. (3) The applicant shall receive the approval of the Town of Barnstable Conservation Commission. (4) The proposed dwelling shall not increase in size over the size over the size of the existing two dwellings. bologna (5) Only three (3) bedrooms are authorized within this dwelling. Sewing rooms, dens, office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (6) The reconstructed dwelling shall not contain any more rooms than there are presently. (7) The dwelling shall be connected to public water. (8) The dwelling shall be connected to town sewer when the Board determines it's availability. (9) This variance expires October 1, 1996. The variances are granted because the existing cesspools are located significantly closer to the watercourse and are in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: Robert Gatewood Brian Dudley bologna I TOWN OF BARNSTABLE THE T�4 OFFICE OF BAHd9TAM BOARD OF HEALTH NAM � 00e,1639' 367 MAIN STREET CFO MAR k' HYANNIS, MASS.02601 October 19, 1995 John Bologna Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear Mr. Bologna: You are granted variances, on behalf of your client, Charles Akselrad, to install a replacement onsite sewage disposal system at 859 and 861 (Lots 4 and 5) Craigville Beach Road, Centerville. The variances granted are: • 310 CMR 15.02.(7) To remove five feet of impervious soils around the system in lieu of the required ten (10) feet. • Section 1.18 To install a leaching facility which is 19 feet wide in lieu of maximum limit of 12 feet. (1) The septic system shall be installed in strict accordance with the submitted plans dated September 28, 1995. (2) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated September 28, 1995. (3) The applicant shall receive the approval of the Town of Barnstable Conservation Commission. (4) The proposed dwelling shall not increase in size over the size over the size of the existing two dwellings. bologna Y 1 (5) Only three (3) bedrooms are authorized within this dwelling. Sewing rooms, dens, office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (6) The reconstructed dwelling shall not contain any more rooms than there are presently. (7) The dwelling shall be connected to public water. (8) The dwelling shall be connected to town sewer when the Board determines it's availability. (9) This variance expires October 1, 1996. The variances are granted because the existing cesspools are located significantly closer to the watercourse and are in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely yours, Susan G. R'51c, R.S. Chairman Board of Health Town of Barnstable SGR/bcs cc: Robert Gatewood Brian Dudley bologna COASTAL ENGINEERING CO., INC. 4 o e H OVVLIe . a 260 Cranberry Highway ORLEANS, MASSACHUSETTS 02653 C. °Al9ctober 2, 1995 JOB"C-13-060 (508) 255-6511 ATTENTION TO RE: Town of Barnstable REVISION REQUEST Board of Health Dr. & Mrs. Charles Akselrad 859 861 Crai ville Beach Road Barnstable Town Hall Centerville Main Street. - Barnstable, MA 02630 0 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 4 10/2/95 Letter to Board of Health Requesting Revision 4 Notification to Abutters 4 Copies of Previous Correspondence & Disposal Works Construction Permits 4 Site & Sewage Disposal System Plans THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment Cl ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PLEASE SUBMIT ALL CORRESPONDENCE TO: COASTAL ENGINEERING CO., INC, 260 CRANBERRY HIGHWAY COPY TO Dr. & Mrs. Charles Akselrad SIGNED: If enclosures are not as noted,kindly notify us once. 'j I o✓1-�Err,�s , ass_ / j Cop - _ _�_ SS'�+_�►. gG � L�t�����E��c.rs. I�bA''�- rat./L . h'l.c.►fir.v. rf G c.pSE-t� '-c-dS fi �✓►) fq �2.�v�tSc�� p S E�^'44E _T3 lS Qo S h f -- -�c...�sa �ti _TbiE..�.��o.i�,..�. 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Fax 508 255-6700 •Civil&Environmental Engineering/Site/Sanitary/Marine• 260 Cranberry Highway •Consultants for Structural Anal m,Project Feasibility,Shorefront Protection- •Land Surveying• Orleans, MA 02653 Fite No.: C-13-060 October 2, 1995 Town of Barnstable Board of Health Barnstable Town Hall Main Street Barnstable, MA 02630 RE: Sewage Works Disposal Permits# 93-557 (95-899) # 93-558 (95-900) Charles & Lisa Akselrad 8591861 Craigville Beach.Road Centerville, MA Dear Board Members: Enclosed please find revised sewage works disposal plans for the referenced property. Application is being made to demolish the existing storm damaged dwelling units located on two separate lots and to construct in their place a single family, 3 bedroom dwelling on the combined lot. Current Orders of Conditions and sewage works disposal permits under the above referenced file numbers exist for both parcels. However, the work proposed under these Permits was not approved by the Town Zoning Board of Appeals. This revision request is,therefore, being filed in connection with a revised building permit application which we believe will be approved. Printed on recycled paper. Letter to Barnstable Board of Health Re. Dr. & Mrs. Charles Akselrad October 2, 1995 Page Two The Barnstable Board of Health has previously granted variances from both state and local health codes for the installation of individual sewage disposal systems on the two separate properties. This plan combines the two parcels into one lot and corresponds to the construction of a 3 bedroom single family dwelling unit(as opposed to 1-2 bedroom and 1-1 bedroom units previously approved). The proposed work is designed to comply with the Town of Barnstable Zoning By-Law, Board of Health, Wetlands Protection and coastal construction requirements. i The revised plan is to construct a single sewage disposal system that substantially complies with the new Title V Code and that also reduces the total number of variances required. Since the remaining variances have already been granted, we respectfully request you accept this plan as a revision to the plans already approved. On behalf of Dr. Charles and Lisa Akselrad, we thank you for your consideration in hearing this case and look foward to your approval of this proposal. A representative from Coastal Engineering Co., Inc., will be present at the hearing on October 17, 1995, at : 7:00 p.m., to answer any questions you may have. Very truly yours, C ASTAL ENGINEERING CO., INC. John A. Bologna, P.E. cc: Dr. & Mrs. Charles Akselrad Attorney Edward Kirk Building Department, Town of Barnstable Registered Professional Engineers&Land Surveyors Orleans: (508)255-6511 .J Provincetown(508)487-9600 CoastalEngineeiingCo. Hyannis:(508)778-9600 Fax(506)255-6700 •civil&Environmental avinsering/site/Sanitary/marine• 260 Cranberry Highway •consultants for Structural Analysis,Project Feasibility;Shorefront Protection .Land Surveying. Orleans, MA 02653 File No.: C-13-060 October 2 1995 To: All Abutters RE: REQUEST FOR REVISION Dr. & Mrs. Charles Akselrad 859 & 861 Craigville Beach Road Centerville, MA Dear Abutter: This is to notify you that Dr. & Mrs. Charles Akselrad have filed a request with the Town of Barnstable Board of Health to accept revisions to plans accompanying the sewage works disposal permits currently approved for the referenced properties. The proposed revision is to combine two existing lots into one and to construct a single family 3 bedroom dwelling unit in place of two single family dwelling units (one 1-bedroom unit and one 2-bedroom unit) currently approved. The revised plan shows one sewage works disposal system serving the 3 bedroom single family dwelling and contains a reduction in the total number of Board of Health variances approved under the existing sewage works disposal permit. A representative from Coastal Engineering Co., Inc., will be present at the hearing on October 17, 1995, at : 7:00 p.m., to answer any questions you may have. Very truly yours, COASTAL ENGINEERING CO., INC. Maryanne Peters I Printed on recycled paper. Registered Professional Engineers&Land Surveyors O!t@errs: (508) 255-6511 -coastal EngineeringCo. Hyannis: (508) n8-ssoo Fax:(508)255-6700 Inc. •OW&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary •Consultants for Structural Analysis.Project Feasibility.Environmental- 260 Cranberry Highway •Land Surveying• Orleans, MA 02653 March 9, 1995 File No. C-13-060 Mr. Thomas A. McKean ,, IL E Cap Board of Health u Town of Barnstable 376 Main Street P.O. Box 534 Hyannis, MA 02601 RE: Charles and Lisa Akselrad, 859 and 861 Craigville Beach Road Dear Mr. McKean: Thank you for your letter dated March 3, 1995, concerning the validity of the disposal works permits for the referenced properties. At your suggestion, we are enclosing applications and plans for the disposal works permits before the March 31, 1995, deadline, which effectively extends the construction permit validity for three years. It is our understanding that with the issuance of such disposal works permits, no redesign of the sewage disposal systems as presently permitted is required according to the new Title V regulations. Please inform me if you require any additional information. Very truly yours, CO TAL ENGINEERING CO., INC. John A. Bologna, P.E. JAB:mcb Enclosures: Disposal Works Permit Applications Plans SS-1 and SS-2 (11/3/93 revisions) cc: Dr. Charles Akselrad Atty. Jack McCormick Mr. Art Traczyk, Planning Department 'Vie Printed an recyded paper The Town of Barnstable Health Department ,Nam 367 Main Street, Hyannis, MA 02601 Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health March 3, 1995 rIn John Sinbell M AR, 0 9995 Coastal Engineering 260 Cranberry Highway v �`�' Orleans, NIA 02653 -_-------------------------- RE: 859& 861 Craigville Beach Road Dear Mr. Sinbell: Please be advised that the disposal works construction permits #93-557 and 93-558 for the above referenced properties are valid until October 15, 1995. If you wish to obtain disposal works permits which would be valid for three years, including construction of the systems) you should obtain the permits this month (before the March 31, 1995 deadline). Sincerely yours, Thomas A. McKean Director of Public Health BOARD OF HEALTH TOWN OF BARNSTABLE Applirtttuitt for Jkriptiml 111tirlm Tattitrurtinit Permit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 861Craivi 1 le Beach Road Lot 4 .........................g........ ---........_... ....... .................... ................................................................................._ ..... .. Lord' -:1� nss t N Lisa and Charles Xkse`�rad 960 Lawrenceville ffe'. Princeton, NJ 08540 ..............................................................................•-------............ .....-----•......................................................•---....................._..... Owner Address w Installer Address Type of Building Size Lot......9_•M.........Sq. feet U Dwelling No. of Bedrooms........I................ ....E.x >►nsion Attic►-� g— .............. I� ( ) Garbage Grinder ( ) `4 Other—Type of Building a yp g ............................ No. of l�crsons............................ Showers ( ) — Cafeteria ( ) d Other fixtures ........................... ..................................•-------......-..-........ ..-....-..-...---............. ................................ W Design Flow..........55..............................gallons per person per day. Total daily flow........110............................ lons. WSeptic Tank—uquid capacity.10.00gallons 5 ngth 4...-6��... Width.20-Ir Diameter....---...... Depth .�- 'r.. x Dispos<al Trench-- No. .....I............. Width......1............ .I'otal Length...........__...... Total leaching area.......33._.Q......sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( X) Dosing tank ( ~" Percolation Test Results - Performed by.COdstd]-_...ng.i•neeri•no Co.,. Inc..._• Date.....8106/92 . .......................... ,I Test Pit No. 1....?.........minutes per inch Depth of Test Pit.....15...... Depth to ground water...8,U'........... LX, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ................•---------.............................................---.........----------............................................................... 0 Description of Soil.......Q.'.-...d'...Harden.i-ng--With-•topsoil...and.-hardening x 1_r.5•'-8,5'..Clean_-medi um sand v ------------------ ---••-----------.............................---............................................................... W ......... ...............................-•�-•...... .._..... U Nature of Repairs or Alterations—Answer when applicable...See.•P..a�..$S�2 by C 1 F a t �'�Q�:}� ......Co. ,- Inc. -dated 9/Za/93 and_..last revised 2191�3 F-SIGN "; ................... ....... . . t - fii f��1D EFl�;F�L.•lt�l.�AIRlT1l:y;?:.. Agreement: I. 1 E SYS-fEM WAS INSTALLED IN STRICT The undersigned agrees to install the aforedescribed individualA st4) in accordance with the provisions of TITLE 5 of the State Environmental Code —The un ersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ............................ . CEC 10/06/93 A lication A roved Jo h le .S. for Lisa&Charles Alk�selrad PP PP B y .... yj�, :... .. ...... ... . ... .. ..............I........................... ........................................ Dire Application Disapproved for the following reasons: ........................................................................................................................................ .................................................... f ................................--...... ................. ... n a Permit No. ......�... ...- .. .................`.. .-.....-....... Issued ....-...IIJ .. t ...�,( ... .................. ....... �e ----------•- -------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of (gomplianre [�FSI �P•tl��'i' ' ;: 'I^Icr MUST PUPEFVISE THIS IS TO CERTIFY, That the Individual Sewage Disposal Systen);co d (;cte ,1 W'f81N WRITING. ... by..... ........................................ .\.............................-..... ...;`;b�A.h.......-....-....... ,1'�HE� 'K. .L� N TALLEI? y`LTR 1 T at......-6.�Q.�........: .A..�. (.t.l'. ...... . .. K Sri has been installed in accord�rtce with the provisions of TI'rLE 5 of he State Envis6nmental Code as described in the application for Disposal Works Construction Permit No. 1..�..J.. �. dated ...... ....... . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTR A S A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...................................................................................................... Inspector .................................................................................................. b ----------------------- --------------------- --------------------------- THE COMMONWEALTH OF MASSACHUSETTS �� BOARD OF HEALTH T(7WN n1r RARNSTABLE / n� �oo -No.!7 THE COMMONWEALTH OF MASSACHUSETTS _M BOARD OF HEALTH TOWN OF BARNSTABLE ppliraffint for Dirilllt". d 11'1litlr ,lir, Tatlritrurtivit Permit Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 859 Craigville Beach Road Lot 5 .......----- ................................................. .................................................................................................. Mr. Charles �f;se "rfa�ll- A`�4ress 960 Lawrenceville ffe.;"Princeton, NJ 08540 .................................................................................................. .............---•-........................................................................ W Owner Address ........ .................................................................................................. ............................................ ............................................... Type of Building Installer --••--- Add/Cs!U Size Lot.......4,6170+.......Sq. feet � Dwelling— No. of I3eclroonis...........2................. ............Ex Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures ........................... W Design Flow............. ..........................galloiis per person per day. Total daily flow.............2Z.Q........................�alIons. W Septic Tank—Liquid capacity1000,.•g, g 8..,,G. .-. ' ° -- . p allons I_en tli... 1�1 idtli... .:nj',Q... Diameter.........-..... De th.cJ...-�...... x Disposal Trench-- No. .....1............. Width....15........... Total Length......ZQ.3........ Total leaching area.....336........sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box ( X) Dosing tank ( ) a Percolation Test Results Performed by..C.00 d1....Eng].DPerjng..G.Q..,...inG.,.••• Date.....$LRol 92 ..................... ,.� Test Pit No. I................minutes per inch Depth of Test Pit.....B.5�..... Depth to ground water...... ���.............. f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W6 Description of _Hardening.with--tgpsoil. and_ subsoil U ....................................5'-a,-5' .Cl•ean-•meth um.-sand...W .................................................................................... x ......................................................................••-•...-••---••-•-•-•--••......................--•-...••t�r--• . [, Nature of Repairs or Alterations—Answer when applicable...$ee.-P1 dR.,• � � 14 •ng Co. , Inc, dated S2. and last revised 2/09-93 :� ND SUpFRVI,:: .. ................................ l H1=.SY��E ,f•WAS..�EATI fNW Agreement: 'rCORDANCE TO PIRNSTALLED IN ST ptic The undersigned agrees to install the aforedescribed Individual Sewage Disposal Systerikt accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ....................................... .............. ......................................KM .................................. Jo s. for Charles Akselyddle Application Approved By //1:. -......... 1.�... . .: L . . .t.. .. . ......................................... ............................. ........... Application Disapproved for the following reasons: Mlf ............................................................................................... .............................................. . .... ........... ..... .. ..... .. ....................................................................................... . . ......... ..... ........ Permit No. ..... ... 1� ............ ... ......... ........... Issued ............�0.....�. .. ----------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' TOWN OF BARNSTABLE (gertifirate Of (gomplittnre THIS IS TO CERTIFY, That the Individual Sewage Disposal Sy9091[CWnt tFiNGIN R )ML1Rdp0tiF4:-44VISI). by ............ .. ...`........._.........../.............................,./.....,.....�...i�...ii/;.......... .....II":: AL ST N AN....... ERTI.EY.. NAV13I.T.1C-(il. at`. .Q..�....L�.... ...... L .. .....1� > .��..Y.� lL�.........1�` .PDttU' S. � . I ..... .......... has been install in accordance with the provisions of TI'1'l,E �f a SWRS ' on ental Code as described in the application for Disposal Works Construction Permit No. .... ..., 7 dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B CONST A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE Commonwealth of Massachusetts �! / Executive Office of Environmental Affairs � Department of °��' ���yeU Environments! protection . 0.1.9v� . Southeast Regional Office m N�' Willlam F.Weld fir Govemor �(L Trudy Coxe , Secretary,EOEA ✓ ` David B.Struhs mmi stoner RE: NOTIFCA�I'ION OF WETLANDS PROTECTION ACT FILE NUMBER BARNSTABLE DATE: October 25, 1995 (city town The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetands Protection Act (M.G.L. c. 131, §40) : Applicant: Mr.& Mrs. Charles Akselrad Owner: Same Address: 960 Lawrenceville Rd. Address: Princetown, NJ 08540 Project Location: 859 & 861 Craigville Beach Rd. IF CHECKED, THE FOLLOWING ITEMS) APPLY TO THIS NOTICE OF INTENT: A. X This project has been assigned the following file #: SE 3-2948 Although a file # is being issued, please note the following: 310 CMR 10.27 , 10.28 , Land Subied to Coastal Storm Flowage. Plans do not show Title 5 compliance - variance requested. VI ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL. NOT APPROVAL OF APPLICATION B. No File # will be assigned to this project until the following missing information is sent to this office: RETURN THIS FORM WITH INFO PLEASE. ( ) copy(s) of a completed Notice of Intent (Form 3 or Form 4 of Sect. 10.99, whichever is applicable) and a copy of the Fee Transmittal Form, with a copy of the check for the State's share of the Notice of Intent filing fee. ( ) copy(s) of plans, calculations, and other documentation necessary to completely describe the proposed work and mitigating measures to protect resource areas. ( ) copy(s) of an 8k" X 11" section of the USGS map of the area. ( ) copy(s) of plans showing compliance with Title 5 of the State Environmental Code, 310 CMR 15.00. ( ) Proof that a copy of your Notice of Intent has been mailed or hand delivered to the Natural Heritage and Endangered Species Program. 20 Riverside Drive 9 Lakeville,Massachusetts 02347 • FAX(508)947-M7 0 Telephone (508) 946-2700 C. Other Regulatory Jurisdiction ( ) Application has been forwarded to Waterways Regulatory Program tof i determine if a Chapter 91 License is required. �= ( ) Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review (call 1-800-362-4367 for information) . D. 401 Water Quality Certification The project described in your Notice of Intent requires a 401 Water Quality Certification from the Department of Environmental Protection .and may require submittal of a 401 application form. See below for further details: ( ) Based upon the information submitted in and with your Notice of Intent a separate 401 Water Quality Certification application form is not required. The Department of Environmental Protection has reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the project or activity will be conducted in a manner that will not violate the Massachusetts Surface Water Quality Standards, provided that: a) the applicant receives and complies with a Final Order of Conditions from the local conservation commission or the Department; b) the Order of Conditions does not cause the loss of more than 5,000 sq. ft. of bordering vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of land under water; c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1: 1; and d) the project is not exempt from the M.G.L. c. 131, §40 - the Wetlands Protection Act; is not part of a subdivision; does not cause the loss of any wetlands designated as Outstanding Resource Waters; and does not cause the loss of any salt marsh. Therefore, provided that the above conditions are satisfied, the Final Order of Conditions will serve as the Water Quality Certification for this project. This does not relieve the applicant of the duty to comply with any other statutes or regulations. ( ) Before the activity described in the Notice of Intent can commence, you must obtain a Water Quality Certification from this Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this Regional Office for review. ( ) Your project involves dredging of greater than 100 cubic yards of material or requires a permit from the Federal Energy Regulatory Commission for work in "waters of the Commonwealth. " Therefore, your proposed project is subject to 314 CMR 9.00 and requires a Water Quality Certification. Please complete the enclosed 401 Water Quality Certification application form and file it with the Department of Environmental Protection, Waterways Program, one Winter Street, Boston, MA 02108. Contact the Waterways Program at 617-292-5655 if you have any questions. For more information please contact: Wetlands Section (508) 946-2800/bh cc: Conservation Commission ( ) U.S. Army Corps of Engineers (X) Rep: Coastal Engineering Co. ( ) Board of Health 260 Cranberry Hwy. ( ) CZM Orleans, MA 02653 ( ) DEP - Waterways- ATTN: J. Perry kvt u1L1.�u u:,�� uiii.� TOWN OF BARNSTABLE Received by by �o OFFICE OF ! BOARD OF HEALTH Date TAM�7lTL MAGI °o 2679• 367 MAIN STREET �o MAY HYANNIS,•MASS.02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. Ms. Lisa Akselrad & TEL.# NAME OF APPLICANT. Merles Ajesel3a — ADDRESS OF APPLICANT 861 Craigville Beach Road, Centerville, MA NAME OF OWNER OF PROPERTY same as applicant SUBDIVISION NAME N/A DATE APPROVED -N./A ASSESSORS MAP & PARCEL NUMBER Map 225/Lot4LOT SIZE 9 ,200 SF LOCATION OF REQUEST 861 Craigville Beach Road, Centerville, MA VARIANCE FROM REGULATION (List Regulation) see attached letter. REASON FOR VARIANCE (May attach letter if more space is needed) See attached letter. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED i REASON FOR DISAPROVAL Joseph C. Snow It,�hD C an Susan G. Ra Arian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE TOW14 OF BARNSTABLE yo iHc r` Received by a* f� OFFICE OF E BOARD OF HEALTH Date 367 MAIN STREET HYANNIS, MASS,02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT, Mr. Charles Akselrad TEL J ADDRESS OF APPLICANT 960 Lawrenceville Road, Princeton, NJ 08540 NAME OF OWNER OF PROPERTY same as applicant SUBDIVISION NAME NA DATE APPROVED NA ASSESSORS MAP & PARCEL NUMBER Map 225/Lot5 LOT SIZE 4 ,600 SF LOCATION OF REQUEST 859 Craiqville Beach Road VARIANCE FROM REGULATION (List Regulation) see attached letter. REASON FOR VARIANCE (May attach letter if more space is needed) see attached letter. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL i Joseph C. Snow, M.D. , Chaiiman ' Susan G. Rask Arian R. Grady BOARD OF 11EALT11 TOWN OF BARNSTABLE f Aline Akselrad 960 Lawrenceville Road Princeton,New Jersey 08540 May 21, 1992 Joseph C. Snow, M.D. Chairman Board of Health Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 Re: parcels 4 & 3 '`Craigville Beach Road Dear Dr. Snow: \1 Thank you for your letter of May 15, 1992 regarding additional information you require. I am starting to look for a civil engineer and shall contact you with the required information as soon as I have it. I am grateful to the Board for its help. Very truly yours, AV � - n V)t4 Aline Akselrad �QyOFTHE ro�o TOWN OF BARNSTABLE r, OFFICE OF DeaDL rAB& i BOARD OF HEALTH � asd , �i63I ` PY �Mem 367 MAIN STREET h• HYANNIS,MASS.02601 May 15, 1992 Ms. Alice Akselrad 960 Lawrenceville Rd. Princeton, N.J. 08540 Dear Ms. Akselrad, Thank you for appearing at the Board of Health meeting held on May 12, 1992 concerning parcels 4 and 5 Craigville Beach Road Centerville. The followin g additional information is needed. ( 1) Site and septic system plans designed by a professional engineer or a registered sanitarian. (2) The septic system plans must show the extreme high water mark (highest tide of the year) . This wetland delineation should be confirmed by a Town of Barnstable Conservation Agent. (3) The septic system plans must show all areas where there are shifting sands. Sincerely Yours, J seph C. Snow, M.D. hairme Board of Health Town of Barnstable JCS/klm Co D t,ra;wvt-n CLv c(L Aj-- i A- 74:- 't,4. Coca rs Cl c cl-1-11• V1l ��G ✓lam 1�+1 �1 �-a W�� c ���ca� r1 l T7 On 1 Utz z � c S r5►'lal J c 1G�S ✓v�ik� �vy �eag aJ�z1'•2 1, ge TOPS FORM �-•� n 7525 � A �c IOW AY' Litho in U.SA r � � �. F 5 4 i '4 4� Fo office use only TOWN OF BARNS yoF TN E rot C&L Received by � OFFICE OFW""'? ( BOARD OF HEALTH Date DAHa7TODL MAC& i679' �'� 367 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLI CANT. J}LJ N C— TEL.# 01— 1 Z f — ?V 5' C ADDRESS OF APPLICANT Q(6 �-A l,J )V L�V L�-�= lU K f YV Cc'j U N 0 T 6w NAME OF OWNER OF PROPERTY 0-H41,LG5 w -,tLKAD o L(SA +0ARlES V�k5�t ►�I�. SUBDIVISION NAME DATE APPROVED ASSESSORS MAP & PARCEL NUMBER hAVI2), PARLEL44 LOT SIZE LOCATION OF REQUEST C R A M y i LLk-z� 6 el c IA Flo. VARIANCE FROM REGULATION (List Regulation) -t TLlr REASON FOR VARIANCE (May attach letter if more space is needed) l-�VR '�IcAtfE o� " pAM14rs PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Joseph C. Snow, M.D. , Chairman Susan G. Rask Brian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE F'o office use only A L yof 1 TOWN OF BARNS HE T0� Received by OFFICE OF Date W/� BAB37TSBL = BOARD OF HEALTH. NABS. 039. � ' 367 MAIN STREET HYANNIS.MASS.02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. NAME OF APPLICANT. NL.(NC AlOeU141) TEL.# 60q— gLl — ,?V5S L ADDRESS OF APPLICANT q6 C (-I LJ 9 C N (rL V I LL(., ID` K W COP N NAME OF OWNER OF PROPERTY ftf,L6S AK,ELKA9 L(SA +.0 AKLES �k���-�2 1�• SUBDIVISION NAME DATE APPROVED ASSESSORS MAP & PARCEL NUMBER hAVII.), QAR(.trL LOT SIZE OX-3w 110 )ao � LOCATION OF REQUEST C P,A (G 0 1 LL6 N go. VARIANCE FROM REGULATION (List Regulation) -A1TL e REASON FOR VARIANCE (May attach letter if more space is needed) l-tUR'RlC/� ►�E I�O� „ VP M14G4- PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Joseph C. Snow, M.D., Chairman Susan G. Rask Brian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE a- Board of Health May 12, 1992 367 Main Street Hyannis, Massachusetts 02601 Re: Rebuilding and upgrading of cottages at #859 and #861 Craigville Beach Road, Craigville Beach, Barnstable Township, MA Gentlemen: I am participating in this meeting to review with you, in a preliminary manner, our project for rebuilding and upgrading of the above cottages which were severely damaged by hurricane Bob. My reason for appearing before you at this time is to avoid engaging a civil engineer for a remodeling project without your preliminary approval. My parents and ourselves agree with the need to rebuild the two cottages in conformance with the local health code requirements. We wish to upgrade the cottages as follows: 1. Cottage on lot #4 a. to enclose and cover the inner patio area so as to form a passage between the kitchen and the existing bedroom b. to move the bathrooms away from the kitchen area into this passage to make them accessible from the bedroom and from the kitchen without leaving the building C. to construct an additional bedroom within the enclosed patio area Reasons for improvements: This cottage has been used every summer for a number of years by my parents, Leon and Lisa Akselrad, who are both invalids in their nineties. My parents are being cared for by a nurse and a lady caretaker who also live in the cottage. It is no longer possible for my parents to traverse an open space to go from the bedroom to the bathroom or the kitchen. Sanitary concern is the reason for relocating the bathroom from the kitchen area. 2 . Cottage on lot #5 a. to enclose the inner passage-way. This will allow internal access to the bathroom b. to enlarge the small bedroom by 1 or 2 feet by expanding inwards into the patio area Reasons for improvements: This cottage is occupied by my wife, myself, our son and his fiance. Despite being one generation removed from my parents, my P t 1 wife and I also have some health problems. I am a retired, disabled physician and my wife has recently undergone a neck radiculopathy. For either of us safety considerations dictate implementing the above modifications. Please note that the above mentioned modifications leave the perimeters and the outside boundaries of cottages #859 and #861 unchanged and will affect the existing floor plans only minimally. Charles Akselrad, M.D. 960 Lawrenceville Road Princeton, New Jersey 08540 Tel. 609 921 8856 u nnu.■e■.uw ■■. 99. � ■ n N. ruu 'a� 'uQQE4::HC:L: :'� '•�y ' C {{ n .....rN.. N. ...Nr. .SEu■.■a■■■.. 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IL �r� y Q G-, 8ii S' S -x I5b=9,4 4 3Z' ,� p U x u / !o h iL 1. EaCV�sf �D — exisT, 1D,75-160. Ff t ! �•�i�E E er, S 3 � 4 3r� 1.1 b N T U G K E 7 S y U Q1� THIS NEIGHBOURING LOT IS SHOWN TO INDICATE THE PATTERN OF DUNES AND A HIGH WATER MARK IN VICINITY OF OUR COTTAGES. 6� TS- 1 5� COASTAL ENGINEERING CO., INC. �[ ��[ Q �0 T MUM,M, ONTURL , Y 260 Cranberry Highway ORLEANS, MASSACHUSETTS 02653 DATE JOB NO. . Qc 2 C13^060 , (508) 255-6511 ATTENTION RE: TO Barnstable Board of Health REQUEST FOR VARIANCES Town Offices 859 CRAIGVILLE BEACH ROAD MAP 225, LOT 5 Hyannis, MA 02601 CENTERVILLE, MA ,` . > WE ARE SENDING YOU [A Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints, ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES " DATE NO. DESCRIPTION 4 10/7,/92 Letter Requesting Variances 4 l0' 9 -- Abutter Notification Letter 4 -- Abutter List 4 9 28 92 SS-1 Site Plan with Sewage Disposal System to serve - Existin .Cotta e 1 -- -- : Check made payable to. Town of Barnstable Filin q fee * Floor P1antto be brow" ht in the ni � ht of mee i > THESE ARE TRANSMITTED'as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XX For your use O Approved as noted l Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ y ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER 'LOAN TO US REMARKS PLEASE SUBMIT ALL CORRESPONDENCE TO`: C:UA'A.TAL ENGIN€ERING 00.,t1+t nPI PANS; MA 02653 _z yo COPY TO BARNSTABLE CONSERVATION COMMISSION, Mrs. Aline Akselrad , SIGNED:Coastal -Engineering Co. , Inc. PRODUCT 240.2 a I.,cam,MM 01471. If enclosures are not as noted,"kindly notify us at once. , t TOWN OF BARNSTABLE FTHET�� OFFICE OF S BAHa9TABL i BOARD OF HEALTH NAM p� �o i639- �e� 367 MAIN STREET MAY k HYANNIS, MASS.02601 November 25, 1992 Mr. John M. O'Reilly, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear Mr. O'Reilly, You are granted multiple Title V variances, on behalf of your clients, Lisa Akselrad and Charles Akselrad, to install a replacement onsite sewage disposal system at 861 (Lot 4 ) Craigville Beach Road Centerville, with the following conditions: ( 1) The septic system shall be installed in strict accordance with the submitted plans dated revised November 24 , 1992, (2 ) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated revised November 24, 1992 . (3) The applicant shall receive the approval of the Town of Barnstable Conservation Commission. (4) The applicant shall receive an easement in order to locate the leaching facility on the abutting lot. Said easement shall be recorded on the deed. (5) The reconstructed dwelling shall not increase in size. (6) Only one ( 1) bedroom is authorized within this dwelling. Sewing rooms, dens, office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Department of Environmental Protection. (7 ) , The reconstructed dwelling shall not contain any more rooms than there are presently. (8) The dwelling shall be connected to public water. (9) The dwelling shall be connected to Town sewer when the Board determines it's availability. ( 10) This variance expires December 1, 1993. The variances are granted because the existing cesspool is located significantly closer to the watercourse and is in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely Yours, Susan G. Rask Chairman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Robert Gatewood Brian Dudley F'or of lice use only TOWN OF BARNSTABLE piTHE d „� B Tp� Receive b OFFICE OF D" STSEL = BOARD OF HEALTH Date NAM °p 16j9. 367 MAIN STREET o MAY h. HYANNIS,MASS.02601 VARIANCE REQUEST FORM All variance requests must be submitted fifteen (15) days prior to the scheduled Board of Health Meeting. Ms. Lisa Akselrad & TEL.# NAME OF APPLICANT. r� Q-4 -.ies Aksli-ad _ ADDRESS OF APPLICANT 861 Craigville Beach Road, Centerville. MA NAME OF OWNER OF PROPERTY same as applicant SUBDIVISION NAME N/A DATE APPROVED N/A ASSESSORS MAP & PARCEL NUMBER Map 225/Lot4LOT SIZE 9 , 200 SF LOCATION OF REQUEST 861 Craigville Beach Road, Centerville, MA VARIANCE FROM REGULATION (List Regulation) see attached letter. REASON FOR VARIANCE (May attach letter if more space is needed) See attached letter. PLAN - FOUR COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL .4p Joseph C. Snow I�hD C an Susan G. Ra Arian R. Grady BOARD OF HEALTH TOWN OF BARNSTABLE v Registered Professional Engineers& Land Surveyors (508) 255-6511 CoastalEngineeringr%11. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• 260 Cranberry Highway •Consultants for Structural Analysis,Project Feasibility,-Environmental• •Land Surveying• Orleans, Mass. 02653 File No. : 013-060 October 2, 1992 Barnstable Board of Health Town Hall Offices Hyannis, MA 02601 Re: Ms. Lisa Akselrad & Mr. Charles Akselrad 861 Craigville Beach Road Map 225' Lot 4 Centerville, MA REQUEST FOR VARIANCES Dear Board Members: On behalf of our clients, Ms. Lisa Akselrad and Mr. Charles Akselrad, we are requesting variances from Title 5 of the State Environmental Code to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The proposed replacement would comply with the requirements of both local and state environmental regulations except for the following: Title V: - 310 CNR 15.02 (17) Construction in Fill: - 10' removal of impervious material not provided. (8' variance requested). 310 CMR 15.03 (7) Distances: - Leaching facility is less than 10' from property line, (8' variance requested) - Septic tank is less than 10' from property line. (6' variance requested) - Slope requirement not met. (Containment wall provided.) Board of Health Page 2 File No. : C13-060 310 CHR 15.15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. We feel the granting of these variances will provide the same degree of environmental protection as required under Title 5. A representative of Coastal Engineering Co. , Inc. will be present at the hearing on Tuesday, October 27, 1992 at P.M. to answer any questions you may have. Very truly yours, COASTAL ENGINEERING CO. , INC. hn M. O'Reilly, P.E. JMO/lmm Enclosures cc: Mrs. Aline Akselrad Registered Professional Engineers& Land Surveyors (508) 255-6511 CoastalEngineeringrn inc. •Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary• 260 Cranberry High wa y •Consultants for Structural Analysis, Project Feasibility, Environmental •Land Surveying• Orleans, Mass. 02653 File No. : C13-060 October 1 , 1992 To: All Abutters Re: Ms. Lisa Akselrad Mr. Charles Akselrad 861 Craigville Beach Rd. Map 225, Lot 4 Centerville, MA Dear Abutter: This is to notify you that Ms. Lisa Akselrad and Mr. Charles Akselrad has filed a request for variances with the Barnstable Board of Health to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The variances requested are as follows: Title V: - 310 CMR 15.02 (17) Construction in Fill: - 10' removal of impervious material not provided. (8' variance requested). - 310 CMR 15.03 (7) Distances: - Leaching facility is less than 10' from property line. (8' variance requested) - Septic tank is less than 10' from property line. (6' variance requested) - Slope requirement not met. (Containment wall provided.) - 310 CMR 15.15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. A hearing on this matter has been scheduled for October 27, 1992 at P.M. at Barnstable Town Hall. Very truly yours, 0elsa N NG CO. , -INC. . Moni Registered Professional Engineers & Land Surveyors (508) 255-651 Coastal EngineeringCo. inc. • Civil&Architectural Engineering/Site/Foundation/Shore Protection/Sanitary • Consultants for Structural Analysis, Project Feasibility, Environmental• 260 Cranberry Highway •Land Surveying• Orleans, Mass. 02653 File No. : C13-060 ABUTTER LIST MAP # PARCEL # NAME & ADDRESS 225 4 Ms. Lisa Akselrad & Mr. Charles Akselrad LOCUS 861 Craigville Beach Road Centerville, MA ABUTTERS MAP # PARCEL # NAME & ADDRESS 226 162 Christian Camp Meeting c/o Richard Eggers, Jr. Craigville, MA 02636 226 172 Avon Construction Corporation 37 Juniper Ridge Road Westwood, MA 02090 226 171 Anne & Eileen Beaudramp 7 Marietta Street Woburn, MA 01801 226 30 R. Butherich 1 Kingsbrook Way - North Easton, MA 02356 226 31 E. Driscoll 1 127 Fitch Hill Avenue Fitchburg, MA 01420 226 32 N . Eflemor P.O. Box 16 Melrose, MA 02176 226 174 J . & A. Federico 37 Juniper Ridge Road Westwood , MA 02090 226 140-6 B. Herman c/o Brockton Savings Bank North Main Street Brockton , MA 02903 f MAP # PARCEL # NAME & ADDRESS -- 226 168 G.W. Heacox 16 Bell Street Nashua, NH 03060 226 169 J .M.. & A. Haney P.O. Box 1056 Sandwich,MA 02563 226 157 A. Harb c/o Crescent Credit Union PO Box 271 Brockton, MA 02903 226 3 M. Kepues D. & S. Hirsch R. Cofer 1160 Phinneys Lane Centerville, MA 02632 226 31 C. and S. Lee 66 Melvin Road Arlington, MA 02174 226 158 A. Petrosino 29 Westward Cros. North Reading, MA 01864 226 167 T. Plonowski 1631 Newfield Avenue Stamford, CT 06905 226 159 & - W. Schortman 175 72 Broad Brook Road Broad Brook, CT 06016 220 166 W. Sowyrda 2 Walker Avenue Taunton, MA 02780 226 173 E. Rice 581 Pleasant Street Leominister, MA 01453 226 6 Town of Barnstable 367 Main Street Hyannis, MA 02601 01 COASTAL ENGINEERING CO., .INC. LIETTIEQ OF UK v 30"TURL 260 Cranberry Highway ORLEANS, MASSACHUSETTS 02653v -- • DATE JOB NO., (508) 255-6511 G'�l Z L C13-0 6 0 ATTENTION„ RE: TO Barnstable Board of HealthREQUEST FOR VARIANCES ' Town Offices 861 CraigvillePBeach Road Map 225, Lot 4 Hyannis; .-MA - 02601 Centerville, MA > WE ARE SENDING YOU XXAttached ❑ Under separate cover' via the Jollowing items: ❑ Shop drawings• ❑ Prints ❑ Plans ❑ Samples ❑ Specifications 0 Copy of Fetter ❑ Change'order ❑ COPIES' DATE NO. DESCRIPTION 4 10/2/92 -- Letter Requesting Variances—*- 4 10/2/92 -- Abutter Notification letter 4 -- Abutter Notification List 4 9/28/92 SS=1 Site Plan with Sewage Disposal System to serve} existing cottage 1 -- - heck made payable. tb.'Town of Barnstable ( filing fee *Floor 'plans -to be brought in night of hearin . THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted -0 Resubmit copies for approval XK For your use. ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested 0 Returned for corrections, ❑ Return corrected prints ❑ For review and comment 0 ❑ FOR BIDS: DUE 19_ - ❑ PRINTS RETURNED AFTER LOAN TO US i REMARKS T PLEASE SUBMIT ALL CORRESPONDENCE TO- 260 CRANBERK-Y =MAC ORLEANS, MA 02653" COPY TO Barnstable Conservation- Commission Mrs. Aline.. Akselrad SIGNED:Coastal ENgineering Co. , Inc. PRODUCT240-2 Ees Inc,Groton,Mm 0147E If enclosures are not as noted, kindly notify us at once. Roistered Professional Engineers •coastal Engineering•Co. (`OB)255-6511 •Civil&Architectural Engineering/Site/Foundation/Shore Protection(Senfte,lt 260 Cranberry Highway •Consultants for Structural Analysis,Project Feaslbllfty,Emironmental •lend Surveying• �'�' Orleans, Mass. 02653 --j-S6; k COASTAL ENGINEERING CO., INC. 260 Cranberry Highway ORLEANS, MASSACHUSETTS 02653 N . °A16ctober 2, 1995 JOB NO (508) 255-6511 C-13-060 ",ATTENTION TO RE: Town of Barnstable REVISION REQUEST Board of Health Dr. & Mrs. Charles Akselrad 859 861 Crai ville Beach Road Barnstable Town Hall Centerville Main Street - Barnstable, MA 02630 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 4 10/2/95 Letter to Board of Health Requesting Revision 4 Notification to Abutters 4 Copies of Previous Correspondence & Disposal Works Construction Permits 4 Site & Sewage Disposal System Plans THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PLEASE SUBMIT ALL CORRESPONDENCE TO: COASTAL ENGINEERING CO., INC, 260 EERRY HIGHWAY COPY TO Dr. & Mrs. Charles Akselrad SIGNED: N enclosures are not as noted,kindly notify us once. 6egisiered Professional Engineers&Land Surveyors Orleans:(508)255-6511 • Provincetown(508)487-9600 CoastalEngineenngCq. Hyannis:(508)778-9600 Far(508)255-6700 •Civil&Environmental Engineering/Site/Sant"/Marine• 260 Cranberry Highway. •Consultants for Structural Anaws,Project Feasibility,Shorefront Protection •land Surveying• Orleans, MA 02653 File No.: C-13-060 October 2, 1995 Town of Barnstable Board of Health Barnstable Town Hall Main Street Barnstable, MA 02630 RE: Sewage Works Disposal Permits# 93-557 (95-899) # 93-558 (95-900) Charles & Lisa Akselrad 859/861 Craigville Beach Road Centerville, MA Dear Board Members: Enclosed please find revised sewage works disposal plans for the referenced property. Application is being made to demolish the existing storm damaged dwelling units located on two separate lots and to construct in their place a single family, 3 bedroom dwelling on the combined lot. Current Orders of Conditions and sewage works disposal permits under the above referenced file numbers exist for both parcels. However, the work proposed under these Permits was not approved by the Town Zoning Board of Appeals. This revision request is,therefore, being filed in connection with a revised building permit application which we believe will be approved. Printed on recycled paper. Letter to Barnstable Board of Health Re. Dr. & Mrs. Charles Akselrad October 2, 1995 Page Two The Barnstable Board of Health has previously granted variances from both state and local health codes for the installation of individual sewage disposal systems on the two separate properties. This plan combines the two parcels into one lot and corresponds to the construction of a 3 bedroom single family dwelling unit(as opposed to 1-2 bedroom and 1-1 bedroom units previously approved). The proposed work is designed to comply with the Town of Barnstable Zoning By-Law, Board of Health, Wetlands Protection and coastal construction requirements. The revised plan is to construct a single sewage disposal system that substantially complies with the new Title V Code and that also reduces the total number of variances required. Since the remaining variances have already been granted, we respectfully request you accept this plan as a revision to the plans already approved. On behalf of Dr. Charles and Lisa Akselrad, we thank you for your consideration in hearing this case and look foward to your approval of this proposal. A representative from Coastal Engineering Co., Inc., will be present at the hearing on October 17, 1995, at : 7:00 p.m., to answer any questions you may have. Very truly yours, C ASTAL ENGINEERING CO., INC. John A. Bologna, P.E. cc: Dr. & Mrs. Charles Akselrad Attorney Edward Kirk Building Department, Town of Barnstable f Registered Professional Engineers&Land Surveyors Orleans:(508)255-6511 • Provincetown(508)487-9600- coastal EnglneenngCo. Hyannis:(508)778-9600 '"`' Fax(508)255-6700 •Civil&Environmental Engineering/Site/Sanitary/Marine• 260 Cranberry Highway, •Consultants for Structural Analysis,Project Feasibility,Shorefront Protect on- •tad Surveying• Orleans, MA 02653 File No.: C-13-060 October 2, 1995 To: All Abutters RE: REQUEST FOR REVISION Dr. & Mrs. Charles Akselrad 859 & 861 Craigville Beach Road Centerville, MA Dear Abutter: This is to notify you that Dr. & Mrs. Charles Akselrad have filed a request with the Town of Barnstable Board of Health to accept revisions to plans accompanying the sewage works disposal permits currently approved for the referenced properties. The proposed revision is to combine two existing lots into one and to construct a single family 3 bedroom dwelling unit in place of two single family dwelling units (one I-bedroom unit and one 2-bedroom unit) currently approved. The revised plan shows one sewage works disposal system serving the 3 bedroom single family dwelling and contains a reduction in the total number of Board of Health variances approved under the existing sewage works disposal permit. A representative from Coastal Engineering Co., Inc., will be present at the hearing on October 17, 1995, at : 7:00 p.m., to answer any questions you may have. Very truly yours, COASTAL ENGINEERING CO., INC. 4WY'IX4� Maryanne Peters Printed on recycled paper. Registered Professional Engineers a Land Surveyors OfieanS:(508)255-6511 Coastal EngineenngCo. Hyannis: (508) 778-6700 Fax:(508) 255-6700 •Civd&Amhitectural Engineering/Site/Foundaftn/Shore Protecrton/Sanitary• 260 Cranbe Highway•Consultants for Structural Analysis,Project Feasfbiilly,Environmental• •Land Surveying• Orleans, MA 02653 March 9, 1995 File No. C-13-060 Mr. Thomas A McKean IL Board of Health u Town of Barnstable f 376 Main Street P.O. Box 534 Hyannis, MA 02601 RE: Charles and Lisa Akselrad, 859 and 861 Craigville Beach Road Dear Mr. McKean: Thank you for your letter dated March 3, 1995, concerning the validity of the disposal works permits for the referenced properties. At your suggestion, we are enclosing applications and plans for the disposal works permits before the March 31, 1995, deadline, which effectively extends the construction permit validity for three years. It is our understanding that with the issuance of such disposal works permits, no redesign of the sewage disposal systems as presently permitted is required according to the new Title V regulations. Please inform me if you require any additional information. Very truly yours, CO TAL ENGINEERING CO., INC. John A. Bologna, P.E. JAB:mcb Enclosures: Disposal Works Permit Applications Plans SS-1 and SS-2 (11/3/93 revisions) cc: Dr. Charles Akselrad Atty. Jack McCormick Mr. Art Traczyk, Planning Department 4'z'°'1 . a � Printed an reeyded paper The Town of Barnstable . , Health Department .� 367 Main Street, Hyannis, MA 02601 y Y ICY Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health March 3, 1995 John Sinbell MAR 0 7 1995 Coastal Engineering ._ : 260 Cranberry Highway U �`r' Orleans, NIA 02653 RE: 859 & 861 Craigville Beach Road Dear Mr. Sinbell: Please be advised that the disposal works construction permits #93-557 and 93-558 for .the above referenced properties are valid until October 15, 1995. If you wish to obtain disposal works permits which would be valid for three years, fnciuding construction of the systems) you should obtain the permits this month (before the March 31, 1995 deadline). Sincerely yours, Thomas A. McKean Director of Public Health 0 BOARD OF HEALTH TOWN OF BARNSTABLE Applirat'ttitt hir DI!ipwial Nforks Cnowarttr#'tatt f Pratt# Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: ......861..C_ raigville_Beach._Road................................ Lot..............---..................... is and Charles �' "" .. . . .. ....... __les Aks;e"�rad Q60 Lawrenceville add°;"Princeton, NJ 08540 ......................_..... . ...................... • ................................................... W Orrnrr Address ........... Ir1<talIer Address Type of Building Size Lot......9.►2UQ.........Sq. feet U Dwelling No. of Bedrooms........I.................... ....Ex p tnsion Attic►-� g— ..-.....-. I: ( ) Garbage Grinder ( ) aOther—Type of Buildhig ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ...................................................................................................................................................... W Design Flow..........55.5.............................gallons per person per day. Total dail flow........110.................... gallons. WSeptic Tank—Liquid capacity.10.00gallons Length.�...'6��... Width.4 1.0..��. Diameter....'."..... De th...5.1-811.. x Dispos<al Trench -- No. .....I............. Width......�.5�........ •1'ot:tl Length........2Q....... Total leaching area......��Q......sq. ft. 3 Seepage Pit No........ ............ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( X) Dosing tank ( ) ~" Percolation Test Results Performed b Coastal._.Engineerina _Co.......Inc.____ Dat......8I06/92 Test Pit No. I....2.........minutes per inch Depth of Test Pit.....8 Depth to ground water...8.0............. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .............................................•--....................................----••---•-•-•--......................................................... 0 Description of Soil.......Q. L.5.'...Hardeni-ng..wi•th,topsoi 1- and hardening u ...--••--•-•--.....-----•----••--•..... . 5�...$. 5 Clean..mrrd um.•sand- - ........ ......... ......... ......... ......... .................. W UNature of Repairs or Alterations—Answer when applicable...See..P1 an..SS-2 by Coas d tr•i;iir. . i ?M1iEF mt . Co. , Inc. dated 9/2a/g3 and last revised 2/9/93P!.Sr.: � r - �10•�_ERTj_`l-•IN,.. 1Rt�TJJ:y..!:.. Agreement: r E SYS•(LiYt WAS INSTALLED IN STRICT The undersigned agrees to install the aforedescribed individualArspb$jIsEie in accordance with the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ............................. .... CEC 10/06/93 Application A roved B Jo _ h 1 e . Lisa&Charles A'k�el rad PPPP Y .... ..... �,//Z. .... .. ...... ... . ... .. ....' .. .......................................... ............................... . Ihrr Application Disapproved for the following reasons: ........................................................................................................................................ ..................................................... ............. Permit No. ............ r� ................. .. ............... Issued ........ D.. ..t, ...�jl .. ........hre -------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Tertifirute of Qlampliunce L*)ESI N11,!, "I'lEF7 MUST rSUPF VISE: THIS IS TO CERTIFY, That the Individual Sewage Disposal Systerr�ico �t�cte� (;,1 ;�lv�l'ERrdll�d Wla�TlN��. by.....n....................................................................................................... .........................................THE....S.YSTf_M...INA&ANSTALLED: NJIIR T Irnraltcr at•.......6.(o.............. .A.. .���..I.L.L�✓...... .Cr .... a .!� .................. .� C`` R !N'.................. ..�.. has been installed in accor6rice with the provisions of TITi.E 5 �f e St e v nmental Code as described in the a lication for Disposal Works Construction Permit No. . Y...... dated THE ISSUANCE OF THIS CERTIFICATE SHAII NOT BE C NSTR A S A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....................................................................................................... Inspector .................................................................................................. b ----------------------- --------------------- --------------------------- THE COMMONWEALTH OF MASSACHUSETTS ,� BOARD OF HEALTH TnWN nF RARNSTABLE ! /0 � o THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Allpiiratiott for Diripaiial 1,1llu lip, Tottritrurtintt Ferlitit Application is hereby made for a Permit to l'onstruct ( ) or RCpair (X ) an Individual Sewage Disposal System at: .859 Craigville-.Beach Road Lot 5 ... ................................................... ................................................•-............. Mr. Charles Rl;setr:Mtl- AddreSS ............................ 960 Lawrenceville �c . "Princeton, NJ 08540 ...........................................................•--...................-•--•-•---_.. ..........................•••...•••-••........................................................ W O�rner Address 1.4 .................................................................................................. ................................Installer Address Address...................................................... Type of Building Size Lot.......4�.60.0±......Sq. feet U Dwelling— No. of Bedrooms...........2...............................Ex Expansion Attic J p� ( ) Garbage Grinder ( ) aOther—Type of 130ilding ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) d Other fixtures ........................... W Design Flow............5.5...........................gallons per person per day. Total daily flow.............2�0........................Fallohs. WSeptic Tank—Liquid capacity1000-..gallons Length1—::W... Width..4:n".0° Diameter.- Depth.eJ..-�°.... x Disposal Trench-- No. .....1............. Width...1.`�.............. Total Length......ZQ.1........ Total leaching area....336........sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by..CQd.Stc�l.,•.�n�j•p��rl-[lg••fp,_... lAr,.t.___ Date.....006192.................. .� Test Pit No. I...........Z..minutes per inch Depth of Test Pit._...a.5�..__. Depth to ground water......8.................. fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil._6'-1.5'..Nardening_.with-tapsoi.l..and-•subsoil x ........----•..........................................••......--.. U ..................................15I.&rA...C can jn-q i-uw, sand W .........._.....__.._............ ............................................................... 11 ............................•---....................------•---.............................................................-f;►f- U Nature of Repairs or Alterations—Answer when applicable...5ee P1 a .; r`�Ut.&J - j Ai W....;: i ] .9..... Co. , .ins_. dated 9/Z /S2...............................................last revised 2/09 .. :� ND UpFRV1: .. CE_SYSTEM•WAS'iNCAIl1"Y•-f -y�lTf�lh:. Agreement: CORDANCE TOP LLED IN STq The undersigned agrees to install the aforedescribed Individual Sewage Disposal Systet witV g g r�i '� accordance wlt the provisions of TITLE 5 of the State Environmental Code —The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. CEC10 Signed ........................................................ .................................................) :........./06/93........... Jo . S a' le,/, S. for Charles Akselrarr Application Approved By } //1:.�. -.....h.... : L . . l.. Application Disapproved for the following reasons: ........................................................................ ................................................... ...... ..... ... ..... ............................................................................................... ........ Du ............ ........... Permit No. Issued ............ ----- ------------------------------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH ` TOWN OF BARNSTABLE (gertifirate of Cnompliance THIS IS TO CERTIFY, That the Individual Sewage Disposal SV fAfC4Altt tFENGIN Rj WAzIpSjUpjF VlSl). by ..... ........... .... ..`......................................................................................... ......i(:.: lALLr,;*;0N AN ERTIFY � ST AS I at TI. D1t d. . ........ has been install in accordance with the provisions of TITLE )f a Sta E v' ont{iental Code as described in the application for Disposal Works Construction Permit No. ..- dated ....... _...... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT B CONSTRKU6 XS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. t DATE ins ry rri�r i ZRegistered Professional Engineers&Land Surveyors _Orleans: 508 255-6511' '` ' n 1 Hyannis: (508) 778- Coastal E g neeringCo. Fax: (508) 255-6700 y inc. •Civil&Architectural Engineering/Site/Foundalion/Shore Protection/Sanitary• 260 Cranb@ Highway �; lonsultants for Structural Analysis,Project Feasibility,Environmental• ``' •Land Surveying• Orleans, MA 02653 File No.: C-13-060 . April 1, 1994co Mr. Jerry DunningVeY Barnstable Board of Health FILE 367 Main Street ` " y Barnstable, MA 02630 r Re: Akselrad Property Lots 4 and 5 Craigville Beach Road Barnstable, MA Dear Mr. Dunning: k On.April 1, 1994, Coastal Engineering Co., Inc. personnel inspected the above referenced site. A cesspool was found and uncovered on each lot. Please find enclosed a sketch plan showing the cesspool locations in relation to the existing structures. If you have any questions or comments, or need:additional information, please contact me directly. Very truly yours, COAS NGINEERIN ., Jo . Scliiiaibl .S. JGS/ca Enclosure "a cc: John A. 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Staff Report Appeal No. 1994-08 and 1994-09 Special Permit - Reconstruction of Damaged Non-Conforming Buildings Date: January 11, 1994 To: Zoning of Appeals From: er P. Schernig, Director Art Traczyk, Principal Planner Dave Palmer, Assistant Planner Summary Appeal No. : 1994-08 & 09 Applicant/owner: Charles and Lisa Akselrad Address: 960 Lawrenceville Road, Princeton, NJ 08540 Property Address: 1994-08 861 Craigville Beach Road, Centerville, MA. 1994-09 859 Craigville Beach Road, Centerville, MA. Assessors Map/Parcel: 1994-08 225-004 - 0.13 Acres (5,662+/- sq.ft. ) 1994-09 225-005 - 0.07 Acres (3,049+/- sq.ft. ) Zoning District: RC - Residential C District Flood Zone: A13 (E1.12) - Area of 100-year Flood Applicants Request: special Permit for reconstruction of Damaged Non-Conforming Building (Section 4-4.3(1) ] and change in a Non-Conforming Building [4-4.2] . Activity Request: The applicant is requesting to permit the reconstruction of a damaged building in conformance with Flood Area Provisions of the Zoning Ordinance and to permit reconstruction after the 12 month limitation imposed in the ordinance. Procedural Provisions: section 5-3.3 special Permit Background: The properties are adjoining lots located on Craigville Beach, a coastal beach, adjacent to Coville Beach Park and on the Centerville Harbor. The two lots contain four seasonal wood cottage structures, that were damaged during Hurricane Bob (August 1992) . f Staff Report - Appeal No. 1994-08 a 09 Special Permit - Akselrad The following facts, related to the level of development on each of the two lots, have been obtained from the Assessor.'s records: Appeal 1994-08 (Lot 4 - 0.07 acres) 861 Craigville Beach Road, consists of two (2) one story wood frame "cottage" structures of 320 sq. ft. and 256 sq. ft., connected by an open air deck. The structures were built in 1961 and 1920 respectively and have no bathrooms or basements and are not heated. Appeal 1994-09 (Lot 5 - 0.13 acres) 859 Craigville Beach Road, consists of two (2) one story wood frame "cottage" structures of 272 sq. ft. and 208 sq. ft., connected by an open air deck. The structures were built in 1956 and 1965 respectively and each contains 1 bedroom and 1 bath. The structures have no basements and are not heated. The area is serviced by public water, gas and electric utilities. Layout plans for the elevation of the structures were submitted to the files. The only elevation drawing is contained on the plan as section AA. Department Concerns: Non-conformity Lot Area: It is important to note that Lot No. 225-004 is only 0.07 Acres, approximately 3,049 sq.ft. in area and does not meet the minimum 5,000 sq.ft. lot area requirement.of MGL Chapter 40A, Section 6 for a non- conforming lot. The lot also does not comply with the Town of Barnstable Zoning ordinance section 4-4.5 which requires 7,500 sq.ft. of lot area for the existence of a buildable non-conforming lot. According to plans submitted, the structures on_ both lots are connected to each other by a structure deck bridging the open center decks on each lot. Given these facts, the Board should consider if, for the purposes of zoning, the two lots have become one and if the level of development on Lot #4, the smaller lot, constitutes accessory lodging (bedrooms) to a principal dwelling on Lot #5. i E v a ronmental: The lots are on the Craigville coastal beach area, subject to shifting sands, tidal actions and winds. Although the technique of elevating the structures to elevation 12 on piers satisfies the requirements of zoning and meets with best known practices for coastal structures, the department is concerned that the level of development must attempt to mitigate the environmental concerns. The department would suggest that following through on the minimum lot area requirements for a non- conforming lot - permitting only the development of one dwelling and one septic system - would be more appropriate than two individual lots and two septic systems. Sensitivity of coastal areas to nitrate/nitrogen loading should also give consideration to limiting the number of bedrooms. I Staff Report - Appeal No. 1994-08 & 09 Special Permit - Akselrad Cottage Concerns:_ According to the Assessors Records, the structures were without heat or insulation, that denotes seasonal in use. The seasonal nature of the structures should be considered and perhaps conditioned if this permit is granted. Number of Bedrooms: The Assessors Records also indicate that no bedrooms were located on the larger lot (Lot #4) . Two (2) bedrooms were located in the structures on Lot #5. Reconstruction in 12 Month: The applicant has requested that the special Permit include relief from the Zoning Ordinance requirement that the reconstruction be initiated within 12 months from the date of destruction or damage (Section 4- 4.3(1)) . This type of relief may be more appropriate as a variance than a special Permit. The applicant has not requested variance relief although staff had suggested same to the applicants representative on December 08, 1993. SUGGESTED CONDITIONS: If the Boards finding should be to grant this request for a special permit for the reconstruction of damaged non-conforming buildings, it may want to consider the following: 1. The lots are to be united as one, the level of building development shall be as presented in the two plans. 2. only one septic system shall be provided. 3. The total number of bedrooms shall not exceed two (2) . 4. The area below the structures and elevated decks shall remain open and shall not be enclosed by trellises or other blow-out features. 5. only one of the two temporary seaward facing decks "for a disabled person" shall be built. cc: Building commissioner Applicant Legal conservation Board of Health R 's DELAND GIBSON INSURANCE 36 WASHINGTON ST. WELLESLEY HILLS, MASS 617 237 1515 MR. JOHN KASPER/AGENT MASSACHUSETTS PROPERTY INSURANCE PAYS FLOOD INSURANCE 861 CRAIGVILLE BEACH ROAD $73 , 000 CONTENTS $20, 500 TAX OFFICE SAID: # 861 LAND $175, 000, BLDG. 13 , 500, SMALL BLDG. 3800 #859- $105 , 00 $9000 HOMEOWNERS INSURANCE/COMMERCIAL UNION INSURANCE THROUGH DELAND,GIBSON - MR. JOHN KASPER $75, 000 - VALUE PLACED BY INSURANCE COMPANY #859 $90, 800 - VALUE ON PLACED BY INSURANCE COMPANY #861 $1025 . 20 PAID ON 9/15/91 ON #859 AND $2225. 20 ON 10/1/92 ON #861. NATIONAL FLOOD INSURANCE INSURED COTTAGES FOR: #861 90, 800 #859 -75, 000 TAX OFFICE PER 12/91 I CALLED THEM AT THAT TIME # 859 - LAND 105, 400, BLDG 9000, BLDG 8900 INSURED 859 FOR $35, 000 ONLY 1 BUILDING INSURED, OTHER OUT BUILDINGS NOT INCLUDED, THIS DISCOVERED BY GRODSKY 861 IN FOR $75, 000 VALUE - PER KASPER: REPLACEMENT COSTS OF BUILDINGS ONLY GREEN HOUSE - BLDG. 1 REPLACEMENT COST THAT DELAND GIBSON 8/11/92 $71, 397 - BUILDING ONLY RED BLDG. 2 25 , 000 BLDG. 3 - 30, 000 ( BEHIND RED COTTAGE) LOSSES PAID: $2225. 20 PAID ON HURRICANE #861 - ON 10/1/91 SEVERE STRUCTUAL DAMAGE ®fit, r REIRWAR a GROSKY i i 418 LU-EmoQ: St., 'Em rktun, ;fuse. 4t24,01 � Tel. 587-5 00 - Frorn Ha,-tau 471-2240 � < j Charles Akselrad, M.D. 11.0. Box 521 Princeton, N3 08542 1 , DATE 2/6/92 < FOR EERVIC" RENDERED - - I Assured Charles Akseliad, M.D. . for adjustment of floods.: i which occurred on at` 859 Craigville $each:.Aoad Centerville; HA Amount dose $2008.80 a t \ p� F.S!`A:r :'a.. st Cf`c-� Charlen Alu4rlrad. M.L•. P.ts. Box 521 Princeton, PU 0854' 216/92 DATE FOR ?ERV-CES 04ENDERQO Assured. Charles Ak-.elrad, M.D. for adjustment of. flood Vhich occurred ca at $€�� .Creigvill.e Sear_; ROs�` Centerville, .'Kh - Amount-due. yr..S.ar.�- - _— ___- - .. •. _�..,��»� wrrw3wirN .r •rr - - _ __ _ - - __ _ JN a SGl 14M,42 Y Or �',cl / itlCE ES?!/ngT�l� 29 W v fEj 65n 9`s /avn DArn") E Bo ,1;'72Uc7*4424t lC,41NAGE5 _ _IO .oao tZA - J Tlzuc rulZ.�Zc.. �.c���ys _...__------ ---- ---Z z Z-r• Z�------- -— Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Regional Office I Sze- William F. Weld Governor Daniel S.Greenbaum Commissioner December 29, 1992 Thomas A. McKean, Director RE: BARNSTABLE--Subsurface Board of Health Sewage Disposal-Proposed P.O. Box 534 Variance to 310 CMR Hyannis, Massachusetts 02601 15. 02 (17) , "Construction in Fill", 15.03 (7) , "Distances" and and 15 . 15 (6) , "Reserve Area" . of Title 5 of The Lisa & Charles Akselrad State Environmental Code 861 Craigville Beach Road for Lisa & Charles Centerville, Massachusetts 02632 Akselrad, Lot 4, 861 Craigville Beach Road, Transmittal No. 59332 Dear Mr. McKean & Mr. & Mrs. Akselrad: The Department of Environmental Protection has completed. a Technical Review of the above-referenced. application and hereby approves the variances granted by the Board of Health pursuant to 310 CMR 15. 20 of Title 5 of The State Environmental Code subject to the following: 1. The applicant must receive a Final Order of Conditions pursuant to 310 CMR 10. 00 before the Barnstable Board of Health can issue a Disposal Works Construction Permit. If you have any questions, please contact Brett Rowe at (508) 946-2754 . Very truly yours, Jeffrey E.. Gould, Chie Water. Pollution Control Section G/BAR/lr Lakeville Hospital • Route 105 9 Lakeville,Massachusetts 02347 9 FAX(508)947-6557 • Telephone(508)946-2700 -2- cc: Coastal Engineering Co. , Inc. 260 Cranberry Highway Orleans, MA 02653 DEP-SERO-WETLANDS ATTN: Elizabeth Kouloheras i Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F. Weld Governor Daniel S.Greenbaum Commissioner December 29, 1992 Thomas A. McKean, Director RE: BARNSTABLE--Subsurface Board of Health Sewage Disposal-Proposed P.O. Box 534 Variance to 310 CMR Hyannis, Massachusetts 02601 15. 02 (17) , "Construction in Fill", 15.03 (7) , "Distances" and and 15 . 15 (6) , "Reserve Area" . of Title 5 of The Lisa & Charles Akselrad State Environmental Code 861 Craigville Beach Road for Lisa & Charles Centerville, Massachusetts 02632 Akselrad, Lot 5, 859 Craigville Beach Road Transmittal No. 59331 Dear Mr. McKean & Mr. & Mrs. Akselrad: The Department of Environmental Protection has completed a Technical Review of the above-referenced application and hereby approves the variances granted by the Board of Health pursuant to 310 CMR 15.20 of Title 5 of The State Environmental Code subject to the following: 1. The applicant must receive a Final Order of Conditions pursuant to 310 CMR 10. 00 before the Barnstable Board of Health can issue a Disposal Works Construction Permit. If you have any questions, please contact Brett Rowe at (508) 946-2754 . Very truly yours, A".7 Jeffrey E. Gould, iek Water Pollution Control Section G/BAR/lr Lakeville Hospital • Route 105 • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone(508)946-2700 -2- cc: Coastal Engineering Co. , Inc. 260 Cranberry Highway Orleans, MA 02653 DEP-SERO-WETLANDS ATTN: Elizabeth Kouloheras 6 RECEIVED 2 Salben & Associates MRA b November 20, 1992 Ms. Aline Akselrad 960 Lawrenceville Road Princton, NY 08540 Re: Preliminary Value Estimate: 859 & 861 Craigville Beach Road Centerville, MA Dear Ms. Akselrad: Pursuant to your request, I have undertaken and completed a preliminary study of property located at 859 and 861 Craigville Beach Road, Centerville, Massachusetts. This property is described as #859 Craigville Beach Road, a 707 square foot single family cottage situated on a parcel containing .07 acres and #861 Craigville Beach Road, a 861 square foot single family cottage situated on a parcel containing .13 acres. This study consisted of examination of sales of waterfront,cottages and the application of a cost analysis. The purposes of which was to estimated the range of value that the improvements contributed to the property prior to damage caused by Hurricane Bob on August 19, 1991. The purpose of the study was to form a preliminary opinion of a range of values within which I believe the market value of the property to lie. An appraisal of the property has not been made. Should a formal appraisal be conducted, it is possible the value estimate could fall outside the range reported herein. For the purpose of this preliminary study, the term Market Value is defined as: The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in this definition is the 25 Mid Tech Drive, Suite E, West Yarmouth, Massachusetts 02673 (508) 778-0101 FAX (508) 790-4778 Ms. Aline Akselrad -2- November 20, 1992 consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) Buyer and seller are typically motivated; (2) Both parties are well informed or well advised, and acting in what they consider their own best interest; (3) A reasonable time is allowed for exposure in the open market; (4) Payment is made in terms or cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) The price represents the normal consideration for the property, sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale.1 In accordance with your request, I am reporting my preliminary conclusion via this letter. It does not constitute, is not intended to be, and should not be construed as an "appraisal report". Disclosure of the contents of this letter is governed by the bylaws and regulations of the Massachusetts Board of Real Estate Appraisers. All information contained within is submitted strictly for the sole use of the client and may not be used for any purpose by another parry without the written consent of the appraiser. Possession of this letter, or any copy thereof, does not carry with it the right of publication nor may any portion of this letter be reproduced. 1 Rules and Regulations, Federal Register, Vol. 55, No. 165, Page 34696. Neither all nor any part of this letter (especially any conclusions as to value, my identity or the firm with which I am connected, or any reference to the Massachusetts Board of Real Estate Appraisers or any designation awarded by the organization) may be disseminated to the public through advertising, public relations, news or sales media, or any other public means of communication without my prior written consent. As a result of my preliminary investigation, I believe the contributory value of the improvements to the property on August 19, 1991, to be within the Ms. Aline Askelrad -3- November 20, 1992 range of (#859) $25,000 to $30,000 and (#861) $30,000 to $35,000. Should a final estimate be desired, a formal appraisal prepared in accordance with the Standards of Professional Practice of the Massachusetts Board of Real Estate Appraisers can be completed upon authorization. In addition we estimate the cost to repair the building to a condition similar to what existed prior to the storm to be $10,000 to $15,000 for each structure. The above referenced value range is subject to the following assumptions: No environmental impact studies were either requested or made in conjunction with this appraisal, and the appraiser, reserves the right to alter, amend, revise, or rescind any of the value opinions based upon any subsequent study, research or investigation. I hereby certify that I have no present nor contemplated future interest in the real estate that is the subject of this analysis; I have no personal interest nor bias with respect to any parties with interests in the real estate; I have inspected the subject property; to the best of my knowledge and belief, the statements of fact contained herein, upon which the analyses, opinions, and conclusions expressed were based, are true and correct; all limiting conditions affecting the analyses, opinions and conclusions are set forth herein; the analyses have been performed in conformity with and are subject to the requirements of the Code of Ethics and Standards of Professional Practice and Conduct of the Massachusetts Board of Real Estate Appraisers; and that no one other than . Saben, the undersigned, prepared the analyses, opinions, and conclusions set forth herein. My employment and compensation for making this appraisal were in no way contingent upon the value reported. Thank you for allowing me to be of service in this matter. If I may be of further assistance or if you have any questions, please do not hesitate to call. Respectfully Submitted, SABEN AND ASSOC S Robert J. -esjard s Appraiser Massachusetts Department of Environmental Protection For oEP Use Only 5_9 3 3. 1 Permtl No._.--- — Transmittal F---- Transmittal Form for Permit App Received Date )� iewer ' and Payment \ P r 0Appr•0Denied DeG� oats Facility ID(if known), - Permit Information B R P W P 0 2 DES ,1 $ '19'9 ` ' B Permit Code(seven character code from the title o!yow application loan) �� � INSTRUCTIONS .f t:.% U c, 1.Use a separate T I T L E 5 V A R I Cy Transmittal Form PermdName for each permit SQ_ 1.lO.W_thee.g]acement o_ t xs_t s_e-,spowith a new application/category. arie(Proiect Desctiplion Title 5 Sewage D i s po s 2.Use an original, 3-part Transmittal Applicant/Legally Responsible Official Form for each permit application/ M R C H A R L E S A K S E L R A D category. _ - - - ----•—= Name Photocopies will not 9 6 0 L A W R E N C E V I L L E - - R 0 A. D- be accepted for , ram . .-_.-_-___._- -------•---__---. permit application or p payment.(You may cny/T R I N C E T 0 N,- N J 08540 Telephone .9 , ■ 9 2- T �. 8._.-_8 use photocopies for reserve location, contact _._-- where applicable.) 3.Make check Facility Information payable to Commonwealth of Massachusetts. Nfol airy Please mail check tS 9 C r a i g v i 1 1 e B e a e h R o a d and yellow copy of At- transmittal form to: e n t e r v i 1 1 e ■ __.,■: _.�-__,.___-:____ Dept.of Environ- city/rown Telephone mental Protection, P.O.Box 4062, Boston,MA,02211. ' Application Prepared By 4.Both fee exempt C 0 A S T A L E N G I N E E R .I .N .G C,-._0. ,—L_N_C... and non-exempt Nine applicants must 260._.__C R A.._N.__B__E.:.R-R.__Y.._ H _I _G._H _W _A .._Y_.— may yellow copy of ' dr transmittal form to: 0 -R L .E A N S 5 0 _ ___!8 2_5_5 ■ 1,6 5 1 Dept.of Environ- c`IYITO- Telephone mental Protection, conta�x C- H-N---M•--- r R E I L'-L Y, P_.__E.._- P.O.Box 4062, Boston,MA,02211. Other Related Permits:Are you applying for other permits related to this permit?If so,please list them below. i Amount Due Special Provisions: ❑ Fee Exempt (city,town,district,or municipal housing authority)(state agency if permit fee is$100 or less) ❑ Hardship Request(payment extension according to 310 CMR 4.04(3)(c) ❑ Alternative Schedule Project Request(according to 310 CMR 4.05 and 4.10) Check No._ 21.2-g Dollar Amount$_ 200 . 0 0 Date 12 i g/9 2 Make check payable to Commonwealth of Massachusetts. Please mail check and yellow copy of transmittal form to: Dept.of Environmental Protection,P.O.Box 4062,Boston,MA,02211 WHITELParm]LAuRcMlnn _ YEI LOW'Pavment PINK-Annliennt D,,.,crnn 992 Q�pFTHE T TOWN OF BARNSTABLE w� OFFICE OF DAMMAM c BOARD OF HEALTH NAB& - t639' \em 367 MAIN STREET HYANNIS, MASS. 02601 November 25, 1992 Mr. John M. O'Reilly, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear Mr. O'Reilly, You are granted multiple Title V and local Board . of Health Regulation variances, on behalf of your client, Charles Akselrad, to install a replacement onsite sewage disposal system at 859 (Lot 5) Craigville Beach Road Centerville, with the following conditions: ( 1) The septic system shall be installed in strict accordance with the submitted plans dated revised November 24 , 1992, (2 ) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated revised November 24, 1992 . (3) The applicant shall receive the approval of the Town of Bl rnstable Conservation Commission. (4 ) The applicant shall receive an easement in order to locate the leaching facility on the abutting lot. Said easement shall be recorded on the deed. 5 The reconstructed dwelling shall not increase in size. ( ) g (6) Only two (2 ) bedrooms are authorized within this dwelling. Sewing rooms, dens, office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Massachusetts Department of Environmental Protection. (7 ) The reconstructed dwelling shall not contain any more rooms than there are presently. (8) The dwelling shall be connected to public water. (9) The dwelling shall be connected to Town sewer when the Board determines it's availability. ( 10) This variance expires December 1, 1993 . The variances are granted because the existing cesspool is located significantly closer to the watercourse and is in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely Yours, Susan G. sk Chairman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Robert Gatewood Brian Dudley Massachusetts Department of Environmental Protectlon 59331 Bureau of Resource Protection— Water Pollution Control Transmittals BRP WP 01 Title 5 Plan Approval I BRP WP 02 Title 5 Variance BRP WP 03 Title 5 Miscellaneous Disposal Facility l0(if Imowr; Application for Approval of Individual Subsurface Sewage Disposal System Design or Variance to 310 CMR 15.00 (Title 5) To be filed by all persons required to obtain approval In accordance with 310 CMR 15.00:The State Environmental Code,Tale 5;Minimum Requirements For The Subsurface Disposal Of Sanitary Sewage.Department approval is subject to fees estab- lished under Massachusetts General Laws,Chapter 21 A,Section 18 and regulated under 310 CMR 4.00 Timely Action Schedule and Fee Provisions. Please Print or Type 1. Name,Address,Location,and Telephone Number of the Applicant. Mr. Charles Akselrad __ --•-••• 960 Lawrenceville Road R-rinc-Pt-nn , tld noC48 AXfW _ ( 609 ) 921-8856 • Telepxxx Number.__._._.. 2. Facility Address,Location. 859 Crai ville Beach Road , Mar) 2-5 'T.jot- Cante—zi I In, MT 3. Name,Address and Telephone Number of the Design Engineer or Sanitarian. John M. O' Reilly , Name Coastal Engineering Add= 260 Cranberry Highway — MA 026153 ( 508 ) 255-6511 t Teep'm Number. Registration: i John M. O' Reilly, P.E. AE Satan 36200 Arrow 4. Identify the type of DEP action(s)required. 5. Does o s this projectsoft require a fill Polley under 301 CMR 10.00,the D Plan Approval(BRPWP 01) 0 Yes No a Variance Request(BRPWP 02) 0 Miscellaneous Disposal(BRPWP 03) H yes,has a filing been made? 0 Yes O No d13-060 Page 1 o! Massachusetts Department of Environmental Protection 5 9 3 31 Bureau of Resource Protection— Water Pollution Control TransmitWI BRP WP 01 Title 5 Plan Approval BRP WP 02 Title 5 Variance _. BRP WP 03 Title 5 Miscellaneous Disposal Facility ID(dknown, Application for Approval of Individual Subsurface Sewage Disposal System Design or Variance to 310. CMR 15.00 (Title 5) 6. A complete set of plans and specifications,Including a n for a variance to Title 5 BRPWP 02)which locus map,properly stamped and signed by a Massachu- 9, If appiyi g setts Registered Professional Engineer or Massachusetts requires notification of the abutter to the subject property,a Registered Sanitarian must accompany the application. copy of the certified notification sent to the abutters must Plans and specifications are enclosed. accompany this application. Yes ❑ No Proof of notification is attached: . Yes ❑ No 7. The legal entity which will own this facility is: Cf Individual ❑ Municipality 10. If applying for a variance to Title 5(BRPWP 02)in accor- dance with 310 CAR 15.20,the applicant must prove that ❑ Private Partnership ❑ State/County the strict enforcement of the provision of the code for which ❑ Corporation I_p Federal the variance is being sought would do manifest injustice ❑ Other(specify) andthat the same degree of environmental protection required under the code can be achieved without strict _ application of the particular provision. • Documentation In support of meeting the this requirement . is attached: _..._.....�...._......_..._...__.._._.._._._...._....__.._....___.._...._,. IN Yes ❑ No 8. if applying for a variance to Title 5(BRPWP 02)the letter issued by the local board of health having jurisdiction over the site granting the subject vadancerust accom- pany this application. Approval letter is attached: )ff Yes ❑ No Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision In accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my Knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,Including the possibility of fine and imprisonment i for knowing violations." Mr. Charles kselrad k�►rd canrl��1 / di{pp6ont Z 1p I- D P.E. Coastal Enqineerinq Co. , Inc. 0 �0�1 R e�il 1 n dRep�er Page 2 of Registered Professional Engineers & Land Surveyors (508) 255-6511 Coastal Engineeringro. • Civil &Architectural Engineering/Silo/Foundation/Shoro Protection/Sanitary • consultants for Structural Analysis, Project Feaslbility, Environmental • 260 Cranberry Highway • Land Surveying• Orleans, Mass. 02653 File No. : C13-060 October 2, 1992 Barnstable Board of Health Town Hall Offices Hyannis, MA 02601 Re: Mr. Charles Akselrad 859 Craigville Beach Road Map 225, Lot 5 Centerville, MA REQUEST FOR VARIANCES Dear Board Members: On behalf of our client, Mr. Charles Akselrad, we are requesting variances from Title 5 of the State Environmental Code and Local Board of Health Regulations to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The proposed replacement would comply with the requirements of both local and state environmental regulations except for the following: Title V: - 310 CMR 15.02 (11) Construction in Fill: 10' removal of impervious material not provided. (9' variance requested). - 310 CMR 15.03 7 Distances: - Leaching facility is less than 10' from property line. (9' variance requested) - Septic tank is less than .10' from property line. (5' variance requested) - Slope requirement not met, 12.9' required. (8' variance requested) - Leaching facility is located on abutting property. (Irrevocable easement shall be granted from abutter to the west and recorded against both deeds. ) Board of Health Page 2 File No. : C13-060 - 310 CMR 15. 15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. Local - Section 1. 18: - Leaching facility effective width is greater than 12' . (3' variance requested) We feel the granting of these variances will provide the same degree of environmental protection as required under Title 5. A representative of Coastal Engineering Co. , Inc. will be present at the hearing on Tuesday, October 27, 1992 at P.M. to answer any questions you may have. Very truly yours, ,COASTAL ENGINEERING CO. , INC. )Ohn M. O'Reilly, 1P.E. JMO/lmm Enclosures cc: Mrs. Aline Akselrad �h CoastalEnginceringCo. (508) 255.6511 Inc. • Civil 6 Archlloctural Englnooring/Slto/Foundation/ horo Protection/Sanitary • Consultanf. for Structural Analysis, Project Foavbillty, Environmental 260 Cranberry Highway • Land Survoymg • Orleans, Mass. 02653 --------------- File No. : C13-060 October 19 , 1-992 To: All Abutters Re: Mr. Charles Akselrad 859 C raigville Beach Rd. Map 225, Lot 5 Centerville, MA Dear Abutter: This is to notify you that Mr. Charles Akselrad has filed a request for variances with the Barnstable Board of Health to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The variances requested are as follows: Title V: 310 CMR 15.02 (17) Construction in Fill : 10' removal of impervious material not provided. (9' variance requested) . 310 CMR 15.03 (7) Distances: Leaching facility is-less than 10' from property line. - x (9' variance requested) Septic tank is less than 10' from property line. li (5' variance requested) I� Slope requirement not met, 12.9' required. (8' variance requested) - . . Leaching facility is located on abutting property. (Irrevocable easement, .shall.be granted from abutter to the Kest and recorded against both deeds. ) 310 CMR 15.15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. I Notice to Abutters Page 2 File No. : C13-060 Local - Section Leaching facility effective width is greater than 12' . (3' variance requested) A hearing on this matter has been scheduled for October 27, 1992 at 7:00 P.M. at Barnstable Town Hall , second floor conference room. Very truly yours, C AAS AL ENGINEERING CO. , INC. visa M. Moniz I nuglslcrod Prolusslonal Eng/noors & Land Survoyors . (508) 255-6511 Coastal EnginceringCo. • Civil &Archlloctural Englnooring/Silo/Foundation/Shoto Protoctlon l Samlary • Consultant: for Structural Analysis, Proloct Foavblllty, Envlronmontal 260 Cranberry Highway • Land Survoying • Orleans, Mass. 02653 File No. : C_13-060 ABUTTER LIST MAP # PARCEL # NAME & ADDRESS 225 5 Mr. Charles Akselrad LOCUS 960 Lawrenceville Road Princeton , NJ 08540 ABUTTERS MAP # PARCEL # NAME & ADDRESS 226 162 Christian Camp Meeting c/o Richard Eggers , Jr. Craigville , MA 02636 226 172 Avon Construction Corporation 37 Juniper Ridge Road Westwood , MA 02090 226 171 Anne & Eileen Beaudramp 7 Marietta Street Woburn , MA 01801 226 30 R. Butherich 1 Kingsbrook Way. North Easton , MA 02356 2216 31 E. Driscoll 127 Fitch Hill Avenue Fitchburg, MA 01420 226 32 N. Eflemor P.O. Box 16 Melrose, MA 02176 226 174 J . & A. Federico 37 Juniper Ridge Road Westwood, MA 02090 226 140-6 B. Herman c/o Brockton Savings Bank North Main Street Brockton, MA 02903 MAP S PARCEL' $ NAME & ADDRESS 226 168 . G.W. Heacox 16 Bell Street Nashua, NH 03060 226 169 J .M. & A. Haney P.O. Box 1056 Sandwich ,MA 02563 226 157 A . Harb c/o Crescent Credit Union PO Box 271 Brockton, MA 02903 226 3 M. Kepues D. & S. Hirsch R. Cofer 1160 Phinneys Lane Centerville, MA 02632 226 31 C. and S. Lee 66 Melvin Road Arlington, MA 02174 226 158 A. Petrosino 29 Westward Cros. North Reading, MA 01864 226 167 T. Plonowski 1631 Newfield Avenue to Stamford.., CT 06905 -226 159 & W. Schortman 175 72 Broad Brook Road Broad Brook, CT 06016 �I 226 166 W. Sowyrda 2 Walker Avenue Taunton, MA 02780 226 173 E. Rice 581 Pleasant Street Leominister , MA 01453 226 6 Town of Barnstable 367 Main Street . Hyannis, MA 02601 Massachusetts Department of Environmental Protection For 0EP this Only 5 9 3 3 2 p p Permd No. Transmittal Transmittal Form for Permit A I' tion Reulve\dDale R. Revlewerl and Payment PermdnDate ODenbd !, PEA Decielon Date\, �> - Facility ID(it known) ' Permit Information DEC 1 5 1 { B R P W P 0 2 � D INSTRUCTIONS Permit Code(seven dwaaer code from the mk of ynor application form) E 1.Use a separate T I T L E 5 V A R I A N Name ---- Transmittal Form Permit �, for each permit To allow_t_h_e re_ plac_em_ento_f the -e'xisting��s�.gQal w; th „P T application/category. Onet Project Description Title 5 Sewage Disposal System 2.Use an orlpinal, Form for each tttal ` Applicant/Legally Responsible Official permit application/ L i s a A k s e 1 r a d & C h a r 1 e s category. Name A k s. e. 1 . r _a d Photocopies will not 8 6 1 C r a i g v i l i e B e a c h R o a d be accepted for - permit application or payment.(You may C; o»e ri t e r v 1 1 1 e Telephone --- use photocopies for reserve location, conrau - --- — where applicable.) 3.Make check Facility Information payable to Commonwealth of Massachusetts. NameotFacility - - --- - ---__...-- Please mail check 8 6 1 C r a i g v i . 1 1 e B e a c h R and yellow copy of ,idoras transmittal form to: C e n t e r v i l i e • __._■ __...___.:__._.__. Dept.of Environ- city/r_ Telephone mental Protection, P.O.Box 4062, Boston,MA,02211. ' Application Prepared By C O A S T A L E 4.Both fee exempt N G I N E E R I N G C O , I N C. , and non-exempt Name applicants must 2 6 0 C R A N B E R R .Y H I .G H W A .Y mall yellow copy of AM= transmittal form to: 0 R L E A N S 5 0. 80 ; 2 5 5 Dept.of Environ- CINT— Telephone mental Protection, J 0 H--N - M 0 R E I L L Y, P. E., --canna - P.O.Box 4062, Boston,MA,02211. Other Related Permits:Are you applying for other permits related to this permit?If so,please list them below. I� ►. I Amount Due Special Provisions: ❑ Fee Exempt (city,town,district,or municipal housing authority)(state agency if permit fee is$100 or less) ❑ Hardship Request(payment extension according to 310 CMR 4.04(3)(c) ❑ Alternative Schedule Project Request(according to 310 CMR 4.05 and 4.10) Check No. 2129 Dollar Amount$ 2 0 0 . 0 0 Date 12/8/9 2 Make check payable to Commonwealth of Massachusetts. Please mail check and yellow copy of transmittal form to: Dept.of Environmental Protection, P.O.Box 4062,Boston, MA,02211 pF*'THE TOWN OF BARNSTABLE P� 1p�� �o OFFICE OF ? HA STAHL s BOARD OF HEALTH rAen °°ems 1639. e� -367 MAIN STREET AFC MAY k� HYANNIS, MASS.02601 November 25, 1992 Mr. John M. O'Reilly, P.E. Coastal Engineering Co. 260 Cranberry Highway Orleans, MA 02653 Dear, Mr. O'Reilly, You are granted multiple Title V variances, on behalf of your clients, Lisa Akselrad and Charles Akselrad, to install a replacement onsite sewage disposal system at 861 (Lot 4 ) Craigville Beach Road Centerville, with the following conditions: ( 1) The septic system shall be installed in strict accordance with the submitted plans dated revised November 24 , 1992, (2 ) The designing engineer shall supervise the installation of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans dated revised November 24, 1992 . (3) The applicant shall receive the approval of the Town of Barnstable Conservation Commission. (4 ) The applicant shall receive an easement in order to locate the leaching facility on the abutting lot. Said easement shall be recorded on the deed. (5) The reconstructed dwelling shall not increase in size. ` (6) Only one ( 1) bedroom is authorized within this dwelling. Sewing rooms, dens,' office rooms, sleeping lofts, and similar-type rooms are considered bedrooms according to the Department of Environmental Protection. (7 ) The reconstructed dwelling shall not contain any more rooms than there are presently. (8) The dwelling shall be connected to public water. (9) The dwelling shall be connected to Town sewer when the Board determines it's availability. . _ ( 10) This variance expires December 1, 1993. The variances are granted because the existing cesspool is located significantly closer to the watercourse and is in all probability sitting in the groundwater table. Therefore, the replacement system may alleviate a source of pollution. Sincerely Yours, Susan G. Rask Chairman BOARD OF HEALTH TOWN OF BARNSTABLE cc: Robert Gatewood Brian Dudley j Al Bureau of Resource Protection- Water Pollution Control Transmittal/ BRP WP 01 Title 5 Plan Approval I BRP WP 02 Title 5 Variance BRP WP 03 Title 5 Miscellaneous Disposal Facility io(dknown Applicatlon for Approval of Individual Subsurface Sewage Disposal System Design or Variance to 310 CMR 15.00 (Title 5) To be tiled by all persons required to obtain approval In accordance with 310 CMR 15.O0:The State Emironmental Code,Tale 5,Minimum Requirements For The Subsurface Dispmal 01 Sanitary Sewage. Department approval is subject to tees estab- lished under Massachusetts General Laws,Chapter 21 A,Section 18 and regulated under 310 CMR 4.00 Timely Action Schedule and Fee Provisions. Please Print or Type 1. Name,Address,Location,and Telephone Number of the Applicant. Lisa Akselrad & Charles Akselrad lens 861 Craigville Beach Road,Centerville, MA ldeo�ors Mrr�aer 2. Facility Address,Location. 861 Craigville Beach Road, Centerville MA 3. Name,Address and Telephone Number of the Design Engineer or Sanitarian. John M. O'Reilly, P.E. burs Coastal Engineering Co. , Inc. AT260 Cranberry Highway, Orleans , MA 02653 e- ( 508 ) 255-6511 ` Tdeprras Humber. II Registration: i John M. O' Reilly, P.E . AE Ss2trb7 36200 4. Identity the type of DEP action(s)required. 5. Does this pro}ed require'a filing under 301 CMR 10.00,the O Plan Approval(BRPWP 01) Massachuaetta Environmental Policy Act? CR Variance Request(BRPWP 02) ® Yes 6 No _ O Miscellaneous Disposal(BRPWP 03) If yes,has a filing been made? ® Yes O No C13-060 Page 1 c Massachusetts Departmeni or Lnytronmernai Bureau of Resource Protection —Water Pollution Control TransrnitW i BRP WP 01 . Title 5 Plan Approval BRP WP 02 Title 5 Variance BRP WP 03 Title 5 Miscellaneous Disposal facAyll)(dknown) Application for Approval of Individual Subsurface Sewage Disposal System Design or Variance to 310 CMR 15.00 (Title 5) 6. A complete set of plans and specifications,Including a i6cus'map, properly stamped and signed by a Massachu- 9, n applying for a variance to Title 5(BRPWP 02)which setts Registered Professional Engineer or Massachusetts requires notification of the abutter to the subject property,a Registered Sanitarian must accompany the application. copy of the certified notification.sent to the abutters must Plans and specifications are enclosed. accompany this application. ?Q Yea O No Proof of noti icaifon is attached: uYes O No 7. The legal entity which will own this facility is: � Individual O Municipality 10. fi applying for a variance to True 5(BRPWP 02)in actor- dance with 310 CIR 15.20,the applicant must prove that O Private Partnership O State/County the strict enforcement of the provision of the code for which O Corporation O Federal the variance is being sought would do manifest injustice O other(specify) and that the same degree of environmental protection required under the code can be achieved without strict application of the particular provision. -- _ Documentation in support of meeting the this requirement is attached: —" XX Yes O No 8. If applying for a variance to Title 5(BRPWP 02)the letter issued by the local board of health having jurisdiction over the site grarrting the subject vadancesust a=m- pany this application. Approval letter is attached: gXYes O No Certification 'i certify under penalty of law that this document and all attachments were prepared under rrry direction or supervision In accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to thetest of my Knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting false information,Including the possibility of fine and imprisonment for knowing violations.* Lisa Akselrad & Charles A�selrad SJ m*m dMvffcr* % 5J . O' Reil y, P. . , Coastal Engineering Co. , Inc. Ly p3w Page 2 of Roglstorod Prolosslonal Engineers & Land Surveyors (508) 255-6511 Coastal EnginceringCo. • Civil&Architectural Engineering/Silo/Foundation/Shoro Protection/Sanitary • Consultants for Structural Analysis, Proloct Feasibility, Environmental• 260 Cranberry Highway • Land Surveying• Orleans, Mass. 02653 File No. : C13-060 October 2, 1992 Barnstable Board of Health Town Hall Offices Hyannis, MA 02601 Re: Ms. Lisa Akselrad & Mr. Charles Akselrad r 861 Craigville Beach Road Map 225, Lot 4 Centerville, MA REQUEST FOR VARIANCES Dear Board Members: On behalf of our clients, Ms. Lisa Akselrad and Mr. Charles Akselrad, we are requesting variances from Title 5 of the State Environmental Code to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The proposed replacement would comply with the requirements of both local and state environmental regulations except for the following: Title V: - 310 Ci4R 15.02 (17) Construction in Fill: i t - 10' removal of impervious material not provided. (8' variance requested) . 310 CMR 15.03 (7) Distances: Leaching facility is less than 10' from property line. (8' variance requested) Septic tank is less than 10' from property line. (6' variance requested) Slope requirement not met. (Containment wall provided.) Board of Health Page 2 File No. : C13-060 310 CMR 15.15 (6) Reserve Area: - Reserve area not provided, removal and replacement requested. We feel the granting of these variances will provide the same degree of environmental protection as required under Title 5. A representative of Coastal Engineering Co. , Inc. will be present at the hearing on Tuesday, October 27, 1992 at P.M. to answer any questions you may have. Very truly yours, COASTAL ENGINEERING CO. , INC. hn M. O'Reilly, P.E. JMO/lmm Enclosures cc: Mrs. Aline Akselrad I I Ruglstered Profosslonal Englncors & Land Surveyors C6astalEnginceringCo. (508) 255.6511 Clvll 6 Archltuctural Englnuoring l Slto/Foundation/Shoro Profoctlon l Sanitary • Consultant, for Structural Analysls, Proloct Feasibility, Envlronmontal 260 Cranberry Highway • Land surveying . Orleans, Mass. 02653 File No. : C13-060 OctabE,r --O- z'i392 To: All Abutters Re: Ms. Lisa Akselrad Mr. Charles Akselrad 861 Craigville Beach Rd. Map 225, Lot 4 Centerville, MA Dear Abutter: This is to notify you that Ms. Lisa Akselrad and Mr. Charles Akselrad has filed a request for variances with the Barnstable Board of Health to allow the replacement of the existing cesspool with a new Title 5 Sewage Disposal System which would serve the existing reconstructed cottage. The variances requested are as follows: Title V: - 310 CMR 15.02 (17) Construction in Fill: 10' removal of impervious material not provided (8' variance requested) . - 310 CMR 15.03 (7) Distances: - Leaching facility is less than 10' from property line. (8' variance requested) �i - Septic tank is less than 10' from property line. f (6' variance requested) - Slope requirement not met. (Containment wall provided. ) 310 CMR 15. 15 (6) Reserve Area: - Reserve area not provided, removal and replace ment- requested. A hearing on this matter has been scheduled for October 27, 1992 at 7:00 P.M. at Barnstable Town Hall . in the second floor conference room. Very truly yours, •,COASTAL IN ;IN 0. , INC. V)i Roglsrorod Prolosslonal Englnoors & Land Surveyors (508) 255 651 Coastal EnginceringCo. • Civil& Architectural Englnooring/Silo/Foundation/Shore Protection/Sanitary • Consultants for Structural Analysis, Project Feasibility, Environmental • 260 Cranberry Highway • Land Surveying • Orleans, Mass, 02653 File No. : C13-060 ABUTTER LIST MAP # PARCEL # NAME & ADDRESS 225 4 Ms . Lisa Akselrad & Mr . Charles Akselrad LOCUS 861 Craigville Beach Road Centerville , MA ABUTTERS MAP # PARCEL # NAME & ADDRESS 226 162 Christian Camp Meeting c/o Richard Eggers , Jr Craigville, MA 02636 226 172 Avon ' Construction Corporation 37 Juniper Ridge Road Westwood , MA 02090 226 . 171 Anne & Eileen Beaudramp 7 Marietta Street Woburn , MA 01801 226 30 R . Butherich 1 Kingsbrook Way - North Easton , MA 02356 2t6 31 E . Driscoll 127 . Fitch Hill Avenue Fitchburg , MA 01420 2.26 32 N . Eflemor P.O. Box _16 Melrose, MA 02176 226 174 J . & A . Federico 37 Juniper Ridge Road Westwood , MA 02090 226 140-6 B. Herman c/o Brockton Savings Bank North Main Street Brockton , MA 02903 MAP 0 . . PARCEL # NAME .& ADDRESS 226 168 G.W. Heacox 16 Bell Street Nashua, NH 03060 226 169 J .M. & A. Haney P.O. Box 1056 Sandwich,MA 02563 226 157 A. Harb c/o Crescent Credit Union PO Box 271 . Brockton, MA 02903 226 3 M. Kepues D. & S. Hirsch R. Cofer 1160 Phinneys Lane Centerville , MA 02632 226 31 C. and S. Lee 66 Melvin Road Arlington, MA 02174 226 158 A. Petrosino 29 Westward Cros. North Reading , MA 01864 226 167 T. Plonowski 1631 Newfield Avenue Stamford, CT 06905 226 159 & - W. Schortman 175 72 Broad Brook Road Broad Brook , CT 06016 �I 226 166 W. Sowyrda 2 Walker Avenue Taunton, MA 02780 226 173 E. Rice 581 Pleasant Street Leominister , MA 01453 226 6 Town of Barnstable 367 Main Street Hyannis , MA 02601 i s , ? ( r --------------------- 1 I - i • , 4 i C Z4 t C v 1 L-t—f- E V.41-- - tZ c� I r { r ii 1 Oc+T��CF' } j 1 v 1 � Tiir�Intl., _ . 1 l }� :,a .:.:y � .:• N.. 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D' W► ttt.lG, 1Jti AI Tip ,d,Gic►JT /� - Plrvi!gc� trM'�ec_2 �� .7 r j �� /� '.. �/ � GttlZd T•,l�.G. c k�.`S --�- �_Fri C.k.\ � � Mn►!}:TU2 k �Lt I►.!:.7A _LE✓� otJ _S -Co-` �Z � �V � �,e -71 T)E C'`,C.LE 5 t.1 ,► Z WA ?� r I , I _ M.G U iTZ>IZC-i 11,7 Ti r,_ Jc,_ t 4iI H G( u/..lt�\\/ATF lZ )-.ic �:C,t►.IT t2F_t"I EL- 7 � +C� /' ,� ��, c �, \ G2Frs� ')cr-�..rtr.Y: 1 &S ' /QT�2 E11CL�►.t"�'EtLEL� Ate IJOTF_G V / Fel (wR•'A4/ (C'�Cl xt -- - - !c �/ MA / y PPt^('C7f� ') ,<� vEtyT, ( �O ',� r - F?_:)�;I-.j-' �PCYT �sf:./� t� I�•D ` 1 r Ilk. Z LCIOkxc� � C1t F't'<�R \b ,.)LA\TA F LF_ FV IZ' T�C�',i c�1.4 a r �_ � � �/ � // ti � ,, 1' \ �x_t�'.,T�►-JC WAS•i!E_.U C-�I.xT- tj�C t.= � �1 �-T PIT / \ ,w t� A i -...,n n _•,.•-- � -Tn -T LIMIT- W0C-e- ,,-• f,-, � � � �° � _/; a /, ` r��� � � � . �`., �T�A lea I\/1 L.l_l= I / \ to \c I t O 6 r ,. Z Z�^' GCS \ / ��` �y 4qc '� +' ., 1 EACi t l►_1G AE<. ZZOa&'l7 ,75 <"/.5F p i?ASTJt�l� 2ELa �:•� � \ o� EX A GU^ x i 5 (_CQG��t►.t6 F 1EL Fes^ DG�j LFACJ!t F / - J \ \ Zo P+' / //� C^ t+ l / tom' r•� _ _ ,. _ _ 1 \ o 1t. I-rALI_ n0G ! it _ eZ) K I C-I-{I QQ r 1 EL f� L A 3l c, d F• ] r � f� 6�-F1_" -,D „AL, �EPTlC 7AUh MILS11� V t�- ALA '�'�r/Ei� ', / / 7 U C n'ak_ t1 - r�t�T2tr���-rto►.t \ ,, _* . L r'-014 � Co 4t,lTLET LC C''Q,C F 1�..•,' 1 _. .. .. - , ` \ �/ � �. o \ - \ ... EXIe--7 j!`+ C PICn1_ _rO 1 C=7 M V C 0 ca1?rKID E2 4_YT AL. _n`,Vr-;•TD \rv/ - rt4r�, D���tC�'Il 3� I►.1� Wa7E2 4tA.f'1=t V L.l►.it T.C> F3E 72>rt1JC_ATEC� dam. �,N�W►S :P t !3C)VE - L1WF7_ TO 1'3U c-QcASc-C> iu Ira 1PCE -w4u12E PIPE x i S O r d C ' ` I r I j._- Co"TRUCT ION lyE?lF'iS L-cT `# _ iZv.,:-T 1?`/ F i+t�1{. 7 �'�S lI 11 , ,r �` !� f'P_c�PC" ��U i`Ecf7J.L �-f2t-rC(Erp LCACt1t►.lC L41AM13t-[Lhl 7 -ca ^1.1•L �/.tT�CL wf Z v I t z I j { -(-� � �r 7otilE o►�f l�1r�1� Q E►.tT�s, E/'. •� f ^W To 1 . ) All excavated material to be stored on the north-eastern I } ` �Al �. Tn P PI L_E Fl_= 12:0 OF c?kJ ➢t¢-u C 7E_r v t= Ut Fu.-,-,'ve, side of the property. { __ + �Fp- �xES G Mt=Ca CAWUttki,E�Y . C'QEGeS; oR �z�t�L e T � �; l �- II © ± 7_._ ,-EL 2. ) Any material not used for backfi l 1 or grading is to be _ EL- t o !x 1.= i e.�> removed from site. --- -- -� _ N 3. ) Roof runoff to be controlled through the use of stone i { DtA ,ftr E1K. f., p - 4 D14 ft • o Pam. J :�, 4/ Dtd -RCN 4a ,� - �� ` _ Z LAYEL c drains. ll � FLOW U►.!E 1 -•^-%-( , I, , "f _ T � . _ � a �' „ . ) All new 1 y disturbed areas to be revetletated upon i �, i� M _{ ?, tt completion of project or { /4 Az omp p j (alternate). All newly v � +� .., ...__ �,,�'� ;9,�n ,,. _ _.__. __.__..__ �-,� disturbed areas to be revegetated as quickly as poss i b 1 e auk �,�♦ to minimize erosion. (Aawrican Beach Grass at 18" 0-C recommended. �/ 4/y (fv (N zo rzaTEo� ; t5"-b" ,QB[=YE Nta1-t -- -- ----- -- - __1 5. ) A snow fence to be constrveted i n place prior to any / } 0tUE<; PlTC41 -- l,_II..IG4 Esc i-T1 UCo -D-QV_ MUST 2V MAt t-i ( c Qr✓�.a.�li�W4TTf2 excavation, and to remain in place until the completion All 1' t LCVCt_ F`i~2 Z -c� t'fto2 Tta F'l I C t 11►,1� of the project. */ l rr SSE �� At�rti✓i-�� MItitIM icX`� �AL , '"fc L��C.4!1�JG tFL 6. ) It is the Applicant's/Owner's responsibility to comply E f�T tC �11 t.1 IG wL r, ; , with the Order of Conditions t i or►s established shad for construction j t I j ' -i� Lc) (;,E 1 Qt tt l ��' ._� A ! r `� r I .AA►•`I:-rAZ,1 Tr.F�a - _ SL_ of this project. A 1 1 Contractors on-site should be Q�-TY � --- �='�-_` provided with and understand the Order of Conditions prior to commencement of their work. - ,r 1 ram` }^' "' ► 7. ) Applicant to notify the Engineer on Completion of �CALf= I'u_ lo, / i I � t 4� / i ,�..... -- Project. /' �i' 10 MAI-T II �.�-. - - -- - � lea -�w _ p�� _ Tlil�� Al2 � �rzvcca r>_,� rnV'� vi�-> r 1 :- - - IT 8. ) Any deviation from this Plan and/or Conditions may * tFLE_144 i(OQ 1� F�'CC I F I FF_[D A E7..F C1(�7_ TE�_A � ik recto ire resubmission to permi{ granting authority. 9. ) Project must be completed in accordance with Order of Conditions issued prior to obtaining a Certificate of 4 ; Compliance. \ � / I 10. ) All work to be done from the road side of the property. -TN CC I+-!F� p2MATt�1J 1-iEQEr ►,1 Nn,�` 'Ta 7vi PIPE FRor1 (ZCC�utQEME1.1T< (nF T+TLF_ 5 ^,F' 7 A E TAT E"t1�/t��� lh�E►.iTAL C'x�E - ( �Ct_� t`o1Z ✓l,tC3'�L•lf?-t-AGE �t� P��.�•.L. �1T �►.-1 t TA,1L `t 'SE�nrtLCaC "" Edl?F.1`'A.(3t_� � PRE I=o� E tJcc k I ►� t t.1T � T�1►t_`� t AQ t� or �a Ea�-r� e l J.� ra r�.c> t=xC F_i T A ik_Tit� alE LO W : THIS Is A REVISED PLAN - �. v a , -r C� X'd LE) 7, 1, (� Z I O M e I S. 0 2 , 1-7) Cc,4J _TRGcC 10►3 10 F,"LI IF T Vc,Vi0f-D `1 VAZ t2�LX1V-,TEo\ L '�F' IMt'Ei�vi�at,l�a M,d.T C2lAt ��7 ( '^ � «-•� J r 1 { .t �' g M 1 o; (7) G T A J 5 9 ALL NOR PIM, _u - a , 1,1, :�.�"'1'T,�-,r� ,` �Teu.CTu2E � � � � Q �EAG�iI'!JG FaC1 l_ITY is LE<� �a,t .� iC FQcIM ����pr�T`/ t-1�_{E/<T' VQ� ►Zk�'aE`T� F n Top Or F'NXv7 �i.=lo / r Q `� Q � i � \ r PAVec� - '2r>f >E'T� [>1%c: IG ((3LL Ft��Tr, ,� ,M1 4 - �E('?1C T1t11� I` LE�6� 1 M '�Q:�f'EC'Ty J �!1Jt /� �JAIG. EGl',1Ey.T�1>'1 i 11 Z ' r,r-)e D VEAf'r ./ ter-TA.I+_ i PARV106 _ w t. f-r<�) -ra e r 1+c ►- tttJJJ - hLr•P e �C�: n� ' r 7l" ME1 T '. 6 Z. 't 2EC t E� U�17IA�JCE EQtaFs:�T>r v� ( QQ 1 A�F� _.. .._ - / , NO. DATE REVISION BY LY AIA .I CD C r DECV- � y r L_ -�-. -, i.�CATC- t-> nW ,�Pr➢t,t'?'T I>.1G FY_c 'E Ty i e 2 E_VaCA t� F SHEET TITLE CT N L AC ►�lr-, r 1 J _;- R------ - ,. - .� rrz _ r_►`c „L� MCI.! 1 t ,., t �r_ -_ �. . J...� SCALE ITT Q Z. Io � � _� L -ti- �-uM Fr� or yulpQK uuM 3) "? �'Nl f2 !h r !`� �<�,� t�E� C'fr'Y _ Ak'r;t _ {ratli4 _ i - -- LlLr`�'�.oC pp ( il. �t l�- � I 6 .••_ .._:. --_.. ___._�.._,..-.__ '�i _. _ ._ -, ._ ..._. .___. .._ ._- _... -...__._ -_ - -. .. .- _..- __ .._ _ -- .. .. ._ •. _ I r_.-. t.-'. _. PROJECT D / i p1 �.• �X r' S C! C3 L 1 a. G.= S " �} I ! Ln C: i_- 1L V•. ��L a� F-,Y. kC.i.J V '�` ['..,'l •:�. 't ML R..1 �'' 1 P II DRAWN BY - { A rro 1 t�cIST�; - 1 ( ��,,i 7 L� . t AO ! L-r--A Lt FIF"'r, =' if 11 ,_. .1!'(r L'c k lnt:clT ic- �tA2F �. c�tehc�r� (.�cAt- �>E'C"i"r i, �S -_ wnfl CHECKED BY a -TA f -le PPs ��n PIt.1- _ to r�•RN� r- &--W 11,46 rAC I L-t-T"Y Fr=' Wi DTN > 12 ,A rz _�. z_:,�' `t E into c_:c sue:. �``-T E c �A, ��, � v�- tom, 3 c I►,.t. c�'3 •tE 4-.•_- i t t -t i k ca ^•ri, _. I •1- _i•., _._......-.�.... ..�. .}_. _�_, }... _}, fir.._ ,_}_ -}_. .,_,�. ,�..._ ._....�_.. _t • Lp, � G0 �, � o I zr, Igo � Z L,� 24d DRAWING NO CoastalEngineenngCo. � r�TA L �t�:7ti►_JG E �t'•T> inc. _ CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL 260 Cranberry Highway Orleans, MA 02653 (508)255-6511 l j 0 OF_SHTS w....,.._.,....., .,.,....,._ .. .. ...I....r....»,,,,-... .r,r.,........., ....,,,,.......,,,....,..r.. . ,.... _,.....r.....e..r.>..,r.r.., .r......,.,•.., ,., r...r.,y. ,,,...,......,. .,�C. It ZA rr.r. r,r ..,.+...,+. .....,....r, .+.w.,....r..•,..,w..«-•..r.+..+.r,+•....r -.....-s....A..,.r,...n's«w..-ar+"vy.,•,•,+n+...•+.,.rn,.,•,w..v...+...+,...n+.v...,..roe..•w..w.:.e,..vw..<w. .••...,....__-••-. ...._.,.,.-.,_,e•..... ..,,n..,-.-•s.•..,.,....,.,...,,...,.,,-...._.r»+-+r+.M'+apw,a--.>. •++aYrr.. ,..+..•.wr+„ ,:i.,yn,i.y. t,.,(, .. ...... , . . ( -�L Aiki _;r 8- Ca F _1ZAQC- 1� Pe, 3 a C, f les ;6, 1152. LC_P CLE4LA MF01tAK C e, 101 e LEA" r- wn -r Q F E: & 131, TR, PG z1II-) If klkjjj�JG 0C_7A.L.:r AGE -7 Z 0 T'AA 47p- a�, 6AUD W 11:) PIN, N 4A U MO 0 WE-E L,L_ -"J77A L L E TD 8 -(0 (3EAC_"1_ 16 1 8+ WUDE -7tDE' CYCL.F= nVi �3- 9 IZ',A LL-17- 0A ra \40 \vALV- L,,AV 'v,/A7F_2_ A,, — bUI ; I A A T0L0 � L 1 ' 9AIAWICM NOTES "I Craigyi I le Beach 0#fo �7-J2.4)r(),e;,tFD 44bT 6teADLre & E-4-= go a L> A. I _Pe�V_-F(Ca r-�F- 1 . ) All excavated material to be stored on the ndrth-,eastern side of the property. 7 '7 4)/ JIV FI F,--r-, — 1 2. ) Any material not used for backfill or grading is to be I , / I �v removed from site. El-. 75 A F-E LN if 4k E: _1D 3. ) Roof runoff to be controlled through the use of stone I adrains. F D LEV. 1Z -c 4V A.S /7 1 4. ) All newly disturbed areas to be r*vegetat*d upon -k- completion of project or (alternate). All newly disturbed are" to be revogotated as quickly as possible .A ISF_PIT I C --ANCto minimize erosion. (American Beach Grass at 18" O-C peoro-seo \ 1 recommended. 9 5. ) A snow fence to be obnatructed! in place prior to any e A241 *xcavation, and to remain in place until the completion J of the project. 6. ) It is the Appli cant's/Owi*r's responsibility to comply E PT I C -tA#J(c- 1000 6%AL with the Order of CwW i t I one sotab I i*hed for const ruct i on -7c,- Ar_T of this project. All Contractor* on-site should be provided with and understand the Order of Conditions Ll K 17 W� ID EC OF A:' k LIME prior to commencement of their work. OYA 7. ) Applicant to notify the Engineer on Completion of f Project. '7 8. ) Any deviation from this Plan and/or Conditions may A- ► require resubmission to permit granting authority. A 9. ) Project must be completed in accordance with Order of 2,iEAcv-t Gr,&;or Conditions issued prior to obtaining a Certificate of 7 G f V Comp I i ance. 16 KI ' AT 10. ) All work to be done from the road side of the property. C) T P�IEDP_Cr:>t-� 45x:7r7AGr=- x, tko c5PD 0 (5 O��5 U F1_,L LF.ACA-tIQ6 �EE�A VZ.6;-LkAe!e:�D ' 110 C-_iT-_"_ JX;�F T_' 14 L'P .-I 4, F ([-,Ar,0,67AEfLr_-_ -Tz3 -ACW tklf, F1 F T�'_)V I C>p JC) IC; C> A Zo'- 14;' [-E ICY JKL"��-TALL CILIC-7 L() 2c> 4 IS L_Z-AC,�-A FIELD , '-.A, =- -!PC, 14 I 'N" (-,UF- 100C) CAL reA- "I.-" '_1 -.,4J 57 Dl,�57rZl rNA"t-1 OU P-O)e 'N'4�74fe I OY ?i.ACk",A Z 0bY,-_. oF \&.-�4 -r'IE LAC'-r 110, 0 1 c>E i? L�FAC4(t Q6 CWM4P>EtZ-5 -7`-o" -*i-Ce5J-M1Z v/ % I C) To 1?�r_ LOICWrU70 A�4L_, Z E I,, VE1:;) . 1­)F _17C*JE: ofq -IDE S T EWD'e'. F-Ack COW M Be &L 1-1-Zo VA-Trn-,f:> OF -TW0(4)- 9'1,4' FLoV -Q1F-�k1,-,or24- PEeCA-1i;IT1Cx?_ V COU11JECTE-0 T(I-) 0 A111 (-rap Of= -PLE L T­ 11 'IV % ?0 MW Y4 ao 4"DA 6w 4P fw Z,KIPP 4DiA Eaw 4o fw. ~ J 4'DiA 6cw 4) Pic ro.7 oo kT r-----' L lo' �4" A=A ai 41 . Z, _rHi1(:;; AL?E-A 1`,, 66�17VF_ D 1IFY -MW" WATEV_ A LJ_ (AIL ) Lt 0 E74�, F-ki T IL 14 r)- eoX M(-k�6T RF MA I U --oll rpuotz -ro, Pnn4wca /DoIL_ K16-TE7 LEVr-A- Fb M 2 A(3,ce E: loco GAt� LEACO i U 6 F&C(LITY A W/ LA A 0 V E-14 I W6 )To pt6o t (,)V- 444\/ 1 VA P FVMc�f-V.? I- VAT=_V_ MATr_J?JAL \,AT�4tO 10' OF L.��_AJLJC, FJELS�) -M r_ Lod6s.;'T Owi wl 6A Q i 7A a v TmL, 131E t'CM6V%rD Dew" -rb THE CLJEA" -,;r�7w­� AwD J2K:RAC,(C0 W/ CLOEA" CA0Aas1C c 1�77[E M A-F I r, FL. ov OF � LL A0E CPI-riCAL- x THIS 15 A MVI D PLAN -TEIF -TITLE DF STATE e "ice KV6 DATE s ON fz, "I vba%� MMI M_ 61" tTAe-y 4�FWAGE 4 r�,-)AOP ()F- HCAL-TN 10F__6tkLA-rt0"1S pa�vo__Wc> PEaw- To U I REPLACE FXJI-VE5 V/A11>kFr0 -20 V77V�-C- PT A-> W(ITTED UGLOVY : C"Ir 1Dr__ZW ( ou Pc-.,r-, .All �--5c�z N� conic Ir-TrA 09_464514AUED 44� ne+ AM r N rZr-M-(,VA,6- 6�F--04P4rH2 T III-, jMf_M, 11 -roe pr fluE%:-to FL: tz.co FMDP&'%9P -SPor 4"PoM TYIP)I (7)?�In cmlz IS(:- C�— XK NO. DATE REVISION OW PEACt% 6VA-;af. AVNEA, BY nPRIIIIIIIIIII lbqv%. -1 ! - SHEET TITLE PROJECT No. C-0411C, 9 %a ; M6, L i-e,�>A LOAD FMC -TAKN& L.0��v -r'HAQ 10" t:'Eaw�, -Pec>PeJZTY LJOE vow -7 SCALE 4MEF% AA-Y LIM I'r %t/r',2 k- UOT A M E�T (I s- R_50"v PQ7VnC>2:0") DATE r. U4 8(-t eAF%41Xr3LLF MA44 C�_29.0)'L 12) ic Cat? D 0 3IC3 CMIZ 11:�;- ts A1?XA PFKUECT DRAWN BY PLAQ AV_E!_4 Llo-r F120VI or-o 216 KOVA L. P-Ek;LAC LrM"-r 12F_aiAZ:,1>TEJ:�) �V L -TE K C"E"""Y P(L4 Q" 1) -BIC> CKIZ I-G.t`5 COYfflZ )4kT1rr_jZiAL_ -V Pit>F0-E;,A, DRAVYM NO. cov= 2E:,slul (�;`ACC� F9bVtPY:r_1;I (6/y YAMWOr W.QLAO;.TE79� rc> 140 Z16 w: iCoasta]Enjelneeniwo. ScA',-c I Z(',) WNW qhW C CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL C,c 260 Cranbwry Highway Orleans MA 0653 (508)255-6511 ,EC71C> SHTS Fir) _�_48 11 - Zvi--7z 0 0 A"O, 44;", Q A - _ Hr - Mgr,u �r F i t=t_D !C� -p qxS , i -T' ^ P¢c �eD ;' i�E F ��'�!JSE/� l�A4.cfllt►� � � � .r � �A�. Ern�NT . , pr>rN -- '>+Tcar _ �' �.. T.o.W G l__r lt.o %' I �XI T I (� 1 (3 �>3!� 4,G -�,4 w/ Toi�Sot �! � y � ! I�� *.�c.Lt't�at� '�• "F'E G'.LcaLAT t O 1,1 VA.-["'� l�"�• TN A1J, �t'coyca3r- P` /-`Nla�r2 V.A4v'�' q � � Z) tG1� 12i�y � 2rnrv� !1! EXr1AaE E'er- �i.3 = 1r.iG►+ Ct_E.c1.0 MEDiUp'l 5dti(� L I T}t r.. CI-EAm1 �I`p ��/1`T►.tE �ED t3`/ E, t3CCF;E , GEG fc i _ I.s PE `�O 2 k, M!Ll F_!cl<.T ry�� � L1? 4233 x �!�', MEUliA1•'l j t, � ( �/ P° `,na�err !"FVLY " �Ti I U � .6Aur,> �` MtZ Uk,t�.t1.1111G, IIFA.L-r r�,Et.1T Z.o ` f3cYrTOM oR Le a Etz F_L = 7.c � % {��/ .�/r 1.10E 7 �:,� 6} D M� 4")8 { a �fi ?' L 'E✓ 5�0 1-� ��I �G v,�.tE �GN MCU M00 WE_L L_ 1lJ�Ta L_L cry c3 -C� -�Z _ f !� t'�vi'c,�, 8.+_ WIGE T,DE CYCt`1= c31.t 1? 31 -�i2 ,1 /� �r Q ^ ' \ -`�Z sal r Y 1�( Maki ITn2Et7 ( 11."1'-Ct1iE WFtGP_r) c e- J Ec�T�c ��� �-! '� "�/ � 1 '-, t t �`�' / 8.s �-11 Cz E-t W11T.�t2 F:�•.lC o u�.!T'>~"E.;=.�� E L � - MAP • �d► WIaTElZ. t={.JC Dt�►-tTFTZ�=:� AS �"t+..� V.��/ -•-- J , Tor' u� a�uND � C.�ot�.(To L...1.i2� k2= S r ar ,dT / I I.o_ f. -- ' \ el► '•11 43�h;�kw� `�* �` � F F�Jc t<*T►a1d C� G^x 3 �Vtr1�T_ R/ 4, !.o b' , �` P1z..oP0--AFD �T Gt2A Drt S !1 �I A .,, �' i Fly Fez �13.5 �• wAC v4 1 . ) All eitcavated material to be stored on the north-oastorn �0' Q � ` � • \ _ F�l`�5ri� �C side of the Property. '�, Tca P E E E ha o�/E I �c 12.o L�Xh U' F. �` ``'� O U �� rc�(r / •� ___ _ -____ ._... _ 2. ) Any material not used for backti 11 or grading is to be 1 n�A DcIhTG �pl^(GN PRCk P�vPOSEP F t_I� .s r 'v \ �`''" �JC`X•,%� ,c t /l. r*au vfvd from site. PIT- ! lk, EL-0.3 7 �t�.� ( ux Ma&Jt�¢ wE:L - Z c �. ,�- �' `-ter' '�j``'' 3. ) Roof runoff to bs control lad throw the ws of *tan* y _ ___ _ _ Dr�lTeigUrtcn►.1 .� \ �c►JE d ( tea drafto j ` '1 4. ) All newly di sturbod areas to be rewtetatad upon s�.5 j Gw+t GL= �,�' D-►3o k - ,� a v \ Vy' 1 ce imp l et i pn of project or (alternate). All newly disturbed areas to be revegetate d as 40,010Y as pose i b 1 e , f �CiST[=s ^.fir _ caTCH t�<t►l I� SAL. e °v r✓ `�), v , ��t�, � � to mmminimM>Its erosion. (Marican Beach dress at is et?-C T�OPUx.ET`j TIMt � \ Ei�T I C Ti11.lK - '�c��G �. y� G/ /`- (u c�rz�< LET recommended. ) - . ;; ,•_ -T,0.W, II.o �\ -TtMt3EfZ Cc��Tt1.1►.tME1�1T- 1�• �.r+x i �0 ti �` t +, '�a ` 6. ) A sru�+ fence to br constructed in pie" prior �t any \ Via t.� w 4 o M r Q _ excav at i on, and to rettlllla in in p l ace untiloom�P � `•\ ND►� �t+.1 EfL 1 � G Q .1 f f ' •fi �"�». of the project. - FY>SEp IC�OD GAL �51 �•s'EE L�c"'rAtl_� g �` `` 6. ) It is the Applicant's/Owner's responsibility to comply * k with the OrdkW of Conditions establ i shed for oonstruct ion 'fL` �G of this prof ect. A 1 l Contractors arr-sits ii+eu l d be t--� r�, � •\ provided with and understand the order of t?om►ditions L i tit t�T c?t= ttilc� K Lt tit p t of their work. \ 4 �� / �, prior e>r is ` * • I 1. ) Applicant to notify the Engineer on completion of �• rF Project. �• i. ) Any dew i ati on from this P 1 arm and/or CONdi tuns way f romire rssubmnissioh to permit granting authority. 9. ) project gust be compl,eted in acccoredance with Order of � 4ri ! _T �� \ P�EAc► t �yP#t= t i G2L1��� I IIconditions r Compliance. issued prior to obtaining a Certificate of " L C, U e 10. ) A l 1 work to be done from the road side of the property. 1 - � ► + .ems, ,. DES( Ca►J __FLb 4J E x 1<,T U G 1 P E 0 r-on h� C,^T"T"+h<x r x 1 O G P D 1 O LEs�C I%,JCA 402:A G �1_]l .'LI�V • t to l('�� / , /'7 y /�r ! L - I W. ! �7 F t �1F\1L` +� I/ 1 'i✓- �1 y` .> `O• I ! A �r7 IG�� LEACW 3_1G FI E L_p i�iZ'`�/1 bF s x {< , �,-y,-� ��� 1= LE �1 :►.1l'i A ,A , \ EX =� i / r � �v.4f�1'E4D UL,t"r I�E7_'�.. •; i +' r r ,.: Q1.I�TAt_L 01.1 C Ct� - x t D I��AGN FIELD , _ .1. - 3r�0 -,t= IAA.-7 ��F LF-� T7 C� y4.. �.� 1 -_ J `t 6-AL -5E rz>-'1 G TA t..I te- , M DJ I M t-k r,1 ,4 L-0\IA/r:7 0 �J1.t E I� - Dl<�TRI P l-1-IOU (30X �c 8 __ P�c7TE� 1� C-AAE!EAGrZ-' GtZ1"0C- Z T slt.toV�lCt� W� T1tl : 1�r= St 1.1 . __ �) ) EXtSTf►.l� G1=ti6POOL -ro rbE Lit =- 0 AJL-1 2Er��..r>VET.�. ''' I . 7�,! L co�l��T¢ucT C VENT Tn ICE ( \ 2� I A$4P / CCUUECTED "R) ccrT rA-,F (Top op f1 L.E EL= 12•o> eory l 1�'t. u U E4 ✓�� J IV I,p' [veer tL 1pxg� __� _� 410e /i L IC ! ` �,o M f tA►1G5cAPE 1- --- ,� �\ x ( U(��ip { eu rnun _ P1 fC.o T1M C2 - 7 - __ c P tY , 3, To I e/Z � I� Z" 4A/1- o r �rB r' ---.. ! t-t \\ � � Q) 1 yi �Tpm IF_ 1 4 ! 'To �Z �To"E `_"7' 7%�% �/ ��' ! L__ 1 V 4 DMA h u b PtiC 2�o¢o P - >i- i 1 4 t>iA at4 4o P ---i 4 I P >Pe�,En r-, PLOW uut_ z"o� i A DIA �cw � pv� � HIRE ON C 17 ------ IfF�-j-(�-7- a`a [<yi�v)^ * CAL-! n _,n `` '` 4 fit A F L1 i 4o PERF PVC L� } �I1�, d tFt� I�1 <,EV!'t7 t2y ��'u WATE(Z , IJ I LI 0 E'9, F k f T t UG D- C c)K M ue.T (2EMAc L1 V>:7L " LEVCI.. F6tZ Z O (?wow- TD P(T7,0t&A6t ( --..- ! 'a c I L► r y I \7A-oo . - �T.A1 (,..,_ o>~ TI MC--,E-1Zlc�oo GAS tl►���t r�?r �u_ti. i 4/ r + 1 WA7�V ! f ztc _ �._-°_._ r - - 4 _ . C�C.W TQ 11,.1 M E Q7- tea l._c_ 0 C T 5 1 rArzv L.r TOW HEALTH DEPT. OFMSTMLE GE M A-ID F- L-C ` C F � LEI- -TjJC > hT'ECI t=1C0 Ae� CZ-r1CAL- �G i�l+~oPMaTtotis. �iF2F=r�►�l 1-tn�, r� Eh„ t fr'a r� AcGc)20t►1�, 1J '�'o -TOE IZE GQ t A r 1Z E7 M F">.!.-r�1 F -r ;T t_E 5 0 r �14 t= ��1lTE ! ,�� e►.+vl rc..�c�r_ �.1-rt� `c>�E �-�r,? �.�s�•czF,��.�: �Ic. r-�so.� ��F' ! �,1�11TAey =,E'WAGE '� LeCAL a-AOP l= HCALTH lWc`�t.A_T_10►.1� � }� pla?F�SE[> T'1�C>0AU D DEc_K T� � ()J �tCTNST uC T REPUCE ExmsT� w�N O i o1,�T DCC K C111 t��Ts u/ �l T f T C _ ( ' ( ` � ^- I� ' 1 G C P��12 1 ,`-U� (r^7) r^U`�T�.�C T►��ti I" 'Fi l_1._ •. } CoA1G �TCs� { r' r _ n! T + t•. = r i. e STtzUGTUP.� -, 'Tc►P f'IuE.� t�t,= 12,QM.�VA'� �!- (MPt.=2V(.- .lS M,�.f ��'adi.. 1vuT f-�ECa�tprD � �: 1/AL. 2.F.G2 F P> `' NO. DATE FEVtliION 6Y QtxLlc ON (3EAC_i l GrRA L-r=-.A C W I Q a Fa i I L I TY l`, L!~ `Tl IAtt.l, (Q, �'fir'.GM PMPEZT v l g .&e. �Q1� --:. ! c D) SNEET MLE PROJECT NO E.. t � ' `` >n� ' I~rzL+�t M�_ 1. 1/:�A A ' '�.r� �- crt�-o(�c� rrR�,m�o I lr v.i tt�E_2TY1'e�' ;... �- t SCALE Q P - - /CCktTdt►,1M xr, s,17- WAIL POOVtt�E_r �6E _ t'k1S`r G � .Lt.P� r C.utU►IZE MC.--t•.!'T Nc'?` M�T �l.(_IM M r 1Jr'�1✓^ E ! ` i C.i.� V f G fir f f � DATE -.}(2,O�Z- �_ = •.r1 _ ` - - - %� �� °�IL� cme lh (r-a �lo� t ���E241'k' AIZJXA aRotECT 't7�(�l.F DRAwNev W J 4F m-*x Loc . of LC.'C P i lC�6G ,,,�^G-l[v o Ariz -A Llo 1 r �Y t D z_l� 21r r ki...n A L �� PC V'K_Y_1'`1�.=Ff+ tCF=�.��?Tz-L.J t ���{,`. >.�..'S f..► 1 �t" ` GiECKED BV -TO tv -r4C> �f-WS JCK t'.4'Ti Q4A Ce.r'R'A;C6Lr ORA%MND No. .� ►Z� t� t� 1� �Zo zq�� coastal ng7neering C0 30 o. Fi�'f'1 ,-)i-LTAt_ Dts-rA .lCiE 'r-r) 6xcA1-E t, = ZC> . CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL 260 Cranberry Highway Orleans, MA 02653 (508)255-6511 or! s"T6 , ter• I �� JJAtL. I Q PAVM :T P s / E X IhT t� 1 t.d T�' / \ BAT N }1t7tJ.6a f= "� - --r ��� ( EL= ,� R7L.E w,i r�Lty :-- �/ �C'r r,( i l 1 LOG- L� C ____ T ) P t3 Pr. �4en 1� �/ tJ�, 13� � h� - _! TOTE �`_ "TE_'R�t G5 - Cc -�"� ��; FI-rc�t �� _�•.�.,, ---- ___ I J442V ,l1 iwdi �!J wu4.Tec w , �� ql Fe, Io l f 115 �-r U t,! �?�4T E I__E �T4-iM1 �rrwpr' K I� _,. 1 L.F_rti 4ltt 1G r 4Z3-3 t'C-i Z1-' 5ua�1� t ..� FIELD Z K'k'/1 tIJ CLJ'AI.1 MEDttJIM 4A4>rll� /,!}.� ♦.I . 't M� l t►,cN Av/ ," - VAT E k' gp)& Fri Q e I {- tr� / �, - • t1J.F-_ (•!-EGA ticrr� 3 � i Ni ,, � I -To 2�, L'Sr W7,P_1 c , C'EC U�, aZ tea �(ES Py: f a Gl Ak��p�%_P.��►-1 Q �� MtZ. �.WtlIi.1G. N�LTF1 �-4GEr,.6T / lr' . __:._.. _. _.. . f M t=U J 1 e�L > . � J� !�'- � 1 ` , � � / /� r CuR>;3 �•,©,c::. a k�. s � _{.._ � + C�r✓ c. � V 1 t E , l-. OC'_L.L I-f t4 i� �rI G E C��c�E 0Q 8 3► -a z Way / I ,�•: � (�lCL1tT�lZ1=aJ / ! - 7 ' TILt= HEiC�NT �� � �x rr 1 `J �E►.rrE�V1L-L N IEN a[�u�1r�WA E1Z er .o �' t2.. C. , EL= 7 9 a�� �' -• WAT5,r 1F1JC?L.t►,..I t�R1GD A--, Ljo-rF_D / °' - I/ - �--- ---- -- z C. 'k ' ,� ay w: \ C,k:fSTt►.(�� � '?T Gni�AC}t�� �x 1 IL� I tP ® bi ti ~� t!1L 4`S' , ry 2 c� ' ' EkCISTtt•t�a oe, --CAt_c ,o A L - !! y (f ''•�/ I 6 PP-)12 � r+t r Q�u�� 'w f, i r 1 TE«T p(T Dr`1 �%� L,,"' P_ ►� ( C� GAL,- t / a ,C .'il=.Y'�'YG T14�-��- 1 � •s ' � •.. --�•Ol�"�r..�D 1-�..C.�. ( -,f<_.t "C~?��a PAec.e-L A4 PF-a KEN A6 ktT, r y { 14. 5(A.1-rAaLc- Fbtz 'DE� 4' F G � �' X � '��Ga 11r1�:•' �E. !: ' `_cT t✓�C'C- � 1 -T_E�.17 PIT p ,' f \\ t ,•, 4.TArQ , Y[ r>�fi��lr t� 4 4J O�.IE Q I�> \ a / FF"GF "`1"O I��..T A ��f►Ti G7�r� r `F Wo 21' ICES l c{(.1 F1 D4�r . Z 8E D 200 M )4 110 F FID Z:-,) C'j LE_ACyU►AG AeFA -2ec: :i L,zir'_ _ ZZ10 �_irc> / .7S G` �F• Z���. -� s,F. �T� 'c f \ \ _ \ � _' ..-r. ( :A21`(5'�'A�t�• eF1a .� r Z � ��, `�, .. �kC(^�T c�, A Z^ k I5' d,GUtLIC 1=�E1� F'PGvrDr'S d1� E 'FEC.TI�lE LFAC"tt'�c_i ^F \ ITg 11.�T'aL 1. COIJC (1) eo'x i S ' LEACH 11-46 F-1 ELD � l-A _ 33CP > Zn;,2 ,3 SF- �,D (��1.!F 1} - 1C�pc� (ad(„ 6E P7(G 7AU r- M t U t M Lk t, . A L_t_D W E i'� C 04E 1IA - C>11,T(2tf�,kATtol t ecm ( Cv OLATLET LOW ?V_40F1t._t:> E3 C::_ t�M��t�t� � � ` _._-•• � : ` t '`,'.,,. Z } Z) crAF�A•GE 61'Iv tDEV_ t tpT Al_LC)\,✓ED ex("T[Oa<z W4TEt- eAAPPLV L(QfE - r?:) 13E f2e:U)GA-rF_D A-� 4Howi.-J ARcV'E• . L-Ii..IE -to PAC F-uC.dSCp w Ct,44S ISO PQF51;4LAg_r-7 PI n_ FPS `n-t G VAL-ve -ro -Ti-m cr_sTr A s i� c�u�,T eL,t.=-t c3`i� pt�.4tf..� z. rcvw�►T o� trp'x q� - �I i � ,, I ✓1 ;_E'1SCN1+J�', C.NANtC3Cs tL h "7 ^t..l-C�_./.1 (c 2. w 2`-t�' t ; Z � 3; ,� I ! I t P-cc - DF� 1�11"rtZw.�T� / I ,� �-rpr..tE o�( �(t� � E►,.1p•;, t<.<S^�.{ 17•1'W Tc� 10 All oxicavatad ,"ta!i of to be stored on the north-sist4wnY -To P a;r P I LZ El..= 12 0 (3rE C'oU��T V L.l C TE" caF T1►/ra�a 8,K�{ w Ut F side if WW 0 tif:p - t4'd CS• MAMV 4x8- D M►=G 04V LIW4tZ9 - A" NOW 114 1 Wit P1� Sig otz East L. + x o { \ " A040 grading ntl 1 s to be ?Or beckf i 11 or ELT (o.<p - 1 .` - romoiMM free g i t - _ _ / r 4 VIA, 5C14 4o t't dfrRld S('N Qa PuC ± Z"LAYE2 c S. ) ftof runoff to be control led through the use of stone per. WG L >'�ti Cra#as. if Qr'� I i ,�'r4 � �t>lar�i� t3o4v LINE r'�.1_l., r.l:T ''' - -•--- � � � _�_ � y f ----�,, I „ 4. ) All newly disturbed are" to be revergetated upon i/4 { <° , �' H f ` P,So {°1.32 , _ --__ t TC, I /z completion of project or (alternate). All newly e f ��cr�T d i stur'bed om" to be reveIvetated as quickly as possible 4 b" (auk (,e,�.4:4 �__�" z,� I to si MmRi to erosion. (Amer i can !leach Grass at it" O-C I` D-f � recoende�. ) +Y _--- --- __ .`L LI(41C� C x iT 1 ltGs D- a davE ULtFh pi7r�( Itf�t 1 6. ) A snow fence to be constructed in p 1 ace prior to any--- - 1 ,8/ � M11.1 � gBk MusT fx I '�''�t�wAT�� excavation, and to remain in place until the completion �MtNttKUM� lax 6AL . I_ VEL F�TZ Z'-o'' (�_Io(Z To 'PITC t-IiQ6r SEE t.lc�'r-E ���/F1 of the prefect. +r/ W � �vwt,1 -Tv L.EAC_11 L 1=i E,_D - �� fir/ o �V f, 8. ) It is the App l i cant s/Ownor s responsibility to comply I�`IG ���� '�� ,{ ` ! ' ( with the Order of Conditions establ fished for construction Q + d5AU rrAeY TEL.4.� _-{y-----�___ _ i t t?I�ICa�T" RLU.( s f�•'- Q )�� � %) � _ _.. ___- - --_---, . �_ __ Y__ of this project. All Contractors on-site should be L___- Cu-2e> Pam) �--- provided with and understand the Order of Conditions -_ � �' � �� � � r prior to commencement of their work. � % � 1 � 7. ) Applicant i,Qant to rtot i f y the Engineer on Comp 1 et i on ofhc=A LF_ 1 H- 1 a' j /. -I TFLC_)\y%/ ,� t Proj.ct. 0 8. ) An deviation at ion from this ' TG 11�, hC�t',� f�.Iz�/�D t3v `roW►..i �,/d'?�rZ r� f� �+`1 --� * tFL E7I/A.i[^►•��_ ��ir'CC i t T� �i?E 2i�t�A Y s Plan and/or Condition: may /\ require resubmission to permit granting authority. 9. ) Project must be completed in accordance with Order of Conditions issued prior to obtaining a Certificate of f i Compliance J r f 10. ) All work to be done from the road side of the property. 1{P4, -To -M re. RECEIVED ¢1~,�z .Att=>AE►�7<> '^ 7!TLF• S' _,ff: 7u F- �TA--r- 0]\/1 Zo'QM F-ki i A�_ 'n-CE} OCT 5 1992 FOE 5Ua<_)U1?F'ACr Dr<�P�u�� eF • 5,,A .11"f-A.T2`/ �CwaCaE HEALTH DEPT. R?5T'ti w/ �C tJ�- t-t'4. •! _ LT�f 'L� U L,�Ttc,4�K t E)CL �C' 1J�7 .� GE t.01n/ Pr'�trZ U GAF �1 F T A TOWN OF BARNSTABLE �' t Z u 1 I= . Ij 3IG CMfZ !15. 02 11-7) fC*ji'Z,T?Lk r10" 11.1 c s 1 ! n L M,ctTEtzt WOT TL701/1DEc_ �4 FD 2EMG7vA �F IMF-�(�Vl-'�t.l�. � ��'` ' rz, t2�xucs-r A (1 - �- �C 1 t.1 S t Q l�L l _ I 1 EXIhT%; c, �, 3{U GM2. 1� a2, ( "7) DISTf1I11i_�.''S <;TELACTU17� 0 - L�4�`�t l►JCa FA G t L 17'Y l 1, L E�­': T4M l 10' F=z--K 3n+ ! f'ec+t�sEo a ;; ►� W - <E(�'Tl TA�ti% 1� LE���� 7LWJ 1� FEom PC4,)F e_7V L_ L]c 'VAE. LEc�u>G<T�n�. To P 6F 1•'K E<. El =t2,o �-- f PAVIEU -- _ - FQcr+c3En r.>Ectc (aU tx>r�s �rt nt �Q 06 �\ f w� !Ci tC . T-TC,Z mo R�f't A� t !• 3 - G LC•F C c L M T i�cTl` M r=F T L `� -X ^°� c� (^ (i Z.`� �EC� V �5 Vii tz tA►JCllr 2 E L�ram,r F o) C.� -t tom.I:7- 'JUT �EC V- SL. .L NO. DATE REVISION ,� L -)G�•TC t7 C.! A P.;L"tTT IQ(: T-topiz --ry (IZ2 E VC)Cr4P� E SHEET TInE PROJECT NO. BY I _ _ Y _ Ett��► Nt C N T -1-t A t_i_ f'_...0 G 'CA 1..1 T C D. i r-- �- _ _ ,�U M I T 1►+bRtK. .taLts , <, ( �- 't-!A j'� � ��/��t Q< �'G'tye.�iit.G� ytvkxAl F fi�i.l[..>� _j l c._ , l.._ I ' 2AD SCALE 1 fgLI ;' �t GS X GY)►�C. -_ __ _�. - - - _ -+) 1 Cr 44 >. ( rr {{ .,y.Y _ � la✓a'�tl .1~ "�.dC� eG /tilroT , MrISS DATE r. - _ 7f3 fir" �fZc)etc) r 11 _ +TIO " _. P�� d.E .� ' T' v1' �I 'J i'F'Mr.�l� 2: Sr_E 11Ft.1 l P.:;2ildE�TEI� PROJECT f � DRAWN By tr;�,�>T G iSEctc t�eto2 eAr�� L.nCA t_ To �;T. r�r"n __-_---- T / l, �� c .� -r- tit • CHECKED K 8V r L aGt{. C t l y F WI D'TN > 12 vA2. -- tr - y F I D _._ ___.t_ ._ ;- -------+•----__F_.-_. ..t , + C d I �- .� F Cx � �t YL_ J Lo G• �> Ina I Zc, 14 DRAWING NO. + M Omstal Engpineenng o TA�1cE �inc. CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL �" 260 Cranberry Highway Orleans, MA 02653 (508)255-6511 ( >, ' _OF__SHTS MMMMMM f,.+.s-w..-.. .,........- w.,- +,...-.r..-........ +w..+.w...w......... .......,,.......•.......- •....-w,.«+ri.+,.wrwv.+....w..,e.►.......r....r.r...-.........v....+-«.....,..r.ro..-,,«w,.•.-,...•..-r,....,.«.......,...._-.s.,...,.,...w:..+,..+►.. -.++..........-.>.«..«.. ....«.,.....-.......«....-.,,... ...........--._.e-........,...,......___.........-. .,.__a«a-•..-...... ,....•7.--•,. .*... ++.+..r>. ...w+.. -..r.... , .+r+..-....+a.n.....Tv-..-...ow..,.•....•.ww..r•-u.....«s.. ////// .. 7i - I ,� ,�-r,••.... .�'•..•... �-�►r+}.l.ut' ��..1A. . p r,...•• .••.. ""� s,J x.�rs}��:`��"Y_ :ter=�i'�� -'ram s .c'• - -a.,ti - •s„+•+�-..y anti.. - I _ �rt ... � - .. - .. • -qs - :�. - -. ., ..,,..•.. .. .. - �- �,a'a� � �• '? is t .Y ) 'a'. ..•! t- '.,,♦ .. � � � � � ` - .r'Yf h�.t 1 � • 'I•. .. • � � . > � • � � � - .. ' , � ,lid. 1 V le 2� . CIO? 2C �� 0>1 ��� 410 �o o s, 56� -po 0 �� I; _ M \ J I( i •h`1� p0 - r� /c') +�v �� Op S J PLAN OF EXISTING STRUCTURES O PREPARED FOR CHA RL ES A KSEL RA D MD. 10 0 10 PARCELS 4 & 5 ASSESSOR'S MAP 225 BARNSTABLE (CRA/GV/LLE), MASSACHUSETTS • �' _ ' SCALE. I - 10 ) - Hall DRAFTING AND DESIGN P.O. BOY 401 BARNSTABL6 02530 PH: r5oa2 342 — 'MI (W8) 30 4541 Cy t/ �O OS V `L T� . S6� O),A r�h 2O i k •�`ti 00 � � l PLAN OF EXISTING STRUCTURES O PREPARED FOR CHA RL ES A KSEL RA D MD. 10 o is PARCELS 4 & 5 ASSESSOR'S MAP 225 BARNSTABLE (CRAIGVILLE), MASSACHUSETTS » _ SCALE: 1 - 7 0 ' Hall DRAFTING AND DESIGN P.O. Box 401 BARNSTABLE 02630 PH: �"S08) sae — 0 351 (wa) M — 4541 I_5E ACN Lc)r, rC F F I-4AMW T t� [� ^�. 1 ♦ 'Ty► 7 /^ . 1 A //'�.A�EMrc►vT ..-..: -, ty1 t> ��1..� ?J.�.�P Tea )� 11 4/l�i-O L_ 'Y ft_�1_{A'-T(0 tJ �J�. t CZ t-...F.=-�J�`r �NPi�� ! t C ' CJ 7 / / W/s,TErZ V�ALV47 " � ` 2) LC� IZl'�.� _ I,S � rn,u gx� ,� t� 2.. /, ,cam 4u ct_�.��.t M��tuM -=�.�.lc> 423'3 P6 T1�, ► Rturt �� M2 t�t► a l,t.l , Nt aLT c1�EtJT �o a f A �� A13© f tpr � " 5� c78-5 t z3 W �.l 4 L>3 ��3z fia Z98 , M:Iu 17-00 Wf L.L_ I1..I�TALLEr 3 -Co Z �4'qvl G�cF1 f — ^ ( a(7 , UGC�S J 37t�� Pc� !fir( r_;E CYC L�" ryki t� - Mold 1 TQr2-Er.).� 1 �--41,-a! AT"EC2 F_WC0LJUT`G-E.E?.� F-L= Z s MAPwnL� WA 7P-V- F.tifCI_. . 4'-t-tn 12-0L) A� ►.1 ti Cc] - V./AV t - - _' :0_1�1TU_LA Ul, TAP crE 42�►.1E 6bccr1D r' a� `y - ,c '-' i' �`"Oc q3!/ � Ip w I ,'I '� • `'�* F-!Cl`1f-lt1CZ `�Pcr -GelkL� x. c 18TRIJC di T2 NGTES Craiavi 1 le � wed - ^ Fi?ol�,,.,�v ���� y " +°" ,�° G•k I<-r 1►..t� (� 8e 1 a • f �r�a5_ ` m ^ ,� F4 Urv�� D �fbT Ca eA ort-s ►.o FIUK►t �� ht3�ac - � q ti < ;� -- 1 ) to be stored on the north-eastern I A11 excavated material ! side of the property. �c.Its `° ,:'YET ! � a'`�' !` _ /� �'� Tc, �',E �'E P�t�/�p _.. _ 2. ) Any material not used for backfi l l or grading is to be r ICE (EC=it o L_F C !I Q`a �`F-� - , �` removed from site. Ex117T6 _ j -- Plot bSED 4:�ADE _ i -- Y't►,.F � .A4 2c;. TK.>PJI-MIZ wr4 L� �/, 3. ) Roof runoff to be controlled through the use of stone 4_ - - IL!_EV. I .J drama. r' - i Y 4' �ctJE I c�Ei�x A T)ED " F.k,1�T`c': r { ' (¢ /vQ T �• 4. ) All newly disturbed areas to be revegetated upon � , L 4` � t k completion of project or (alternate). All newly 1 L=IC t "1 Lt►�rz {'`r " ` to i ass disturbed areas to be revegetated as quickly as possible c rc►-+ ,a�P�.t I� SAS- �. minimize eros on (American Beach Grass at t8" O-C �. �G r- �-� m .��trT'l C 't�1t�11G + , � PpopoSEL� C y,., L.. ,.�}'' v(u�I lvc.atZ.A��z.1C -'j< � recommended. 1 - Y N A snow fence to be constructed in place prior to any (V p J �- �� * ` excavation, and to remain in p 1 ace until the completion `\ _ _ .J ,. of the project i'!��Ep Il�O D GAL 6. ) It is the App 1 i cant's/Owner's responsibility to comp 1 y < EPT►C `fhl.l8c L' �� ` /,'" with the Order of Conditions established for construction 41 A � of this project. All Contractors on-sits should be ►=E►,1G3~- _`TU AC-T- A�� �. provided with and understand the Order of Conditions h�..�.-,O ^- �. ;' 1_T o1= Wc��K I. Q prior to commencea►snt of their work. V ,A <�Cl�LT" 1 ` p i\' �' a` �`` `• f }' .� 7 ) A1r 1 i cant to notify the Engineer on Cottsp i et i on of / P bject. 7 .� f ���`- T \ t t S. ) Any deviation from this Plan and/or Conditions may require resubmission to permit granting authority. i I i t 1 / ��,AC�' ` 9. ) Project must be completed in accordance with Order of LALLULA�T10Q'D P�ErIG�t C ,� � �` ' r G� I t1 Conditions issued prior to obtaining a Certificate of 7 / coop Iionce. 11 ,,�� P 4�rr 4 a �',,�' 10. A 1 1 work to be done from the road aide of the property. CS CaU FL41W EK►ST tUG 1 r�Ef)>�t �"TTAG M x 110 CaPD = 1 _____ _.._ leStr.! 'I��yT 4 w� ,.:a;I,1C �`1�i ,� .,• � , � � LAC AIQ6-t .> � � U� 00s>: 110 nvv / nS lh��L - ►A!�.�� �� F. (th�u TQFLC ^ e ._ -la � � Fes•(�-����c- ; v. S' et-tT'QC�V r totem-� Zo x 1S - bra ~` c^�' !i?'At., �, *\ ,t. a.`.•,d+,=-L1 ~�'lT �cGtC.1�-TALI. �u C Ci� - Zo x 1S L-EACN F1EL>7 , A = 'Sa4. F > VdG.•-7 �F Q��'17 G� ,t` t .� _.._ _ . - .._ -. '� J { C- l t_ <�E�T I G TA►..t to , M I k1 i M t_ tvt A FLOW EF t ' J _ ! 1 tL . N1"- 1�ss t : 1.1 . LEACH l(t..16 Cllat►�lPa +Z 5 -7 -o„ C�1-C1°�►�Q w/ Z'-o" 7 i C ►,lcn-E h � ►� �Aa2��.G r �a iZ I L,.6 D C IZ O T' a l.lO4i!-"-'C-� W� T �" CEhs PAL To ae L0CL�TE cD At,-t t-u rZE Tr'n VFW . nF Zt E otQ -610E'-.� k P.QD4. E''i,C k Pam/ -1b 6E C.o1`-V0&1•Ct_rr,h -rO IbW H•Zv Q. t7 j cCU,�Te ACT"E D of - Wo(Z)- 8'`K 4' FLoW 'DI F"u s 5a�. FLD-4ac&-O MFG I �( gy l,lN►�a.EH P¢.�C.�:1'�a2 E61cU�i..l ..P� Et7 )?Ecal•l -rizuc i t:v I ColUtJccTEU 'R� ! G�T-t ACa E Toi' c T✓1 LE E.L= i Z.c> ♦ \ ,,I 7� I _ � -� f 13�L tx�T. a►.I Ism ..� � �J — ' + PEc�a�EP GRADE r \ '► 'L A _ 30 _ .__ _.__._____._--__._.___-----_.__._______ ___ __-__._._._ _.._._.4-- .-___.. - -._ _ _. ..—� Ili � IQY i 'I Du►5C� 'b ibr 2 12c v �}"r�lst N 4o PiK , tv t - FLOW UUt L ppgP a{ j?IA ' 1 P VG -— — 3 " f �� �� f V -6 5___— _---a /4 -m t /z r P , Irr 1 I o Li Li F---• 4 9,{!p 9.00 ----- TN1i, Ai2E4 I<� 0Vt=D t3y -Tl 1-W 1 WATEQ A I (ALL- ) (ALL► '�' o" Z- ' L_!t l E5 r X l T!L).4 D- e0X M tAas7r W MA(Q 15 _o LEVEL- Fba. 2'-0" f'WOa. TO Pi TCt-t WC� ._ ...____. __--- , �j ►1(, �0�' -1000 GAL, ' I Ia1GN G{ �.�)ij - d1.1 UAEPEIIIA(W6 )ToP-,olt_ tto AUV IMPEV WATMQ._ MA lEeIAL MTW t l 10 OF L�.FACL�We, FIEU-.) 1n►16�+�rT f�1.UJ = lCe -o��- - { t-o �-•-- $E '�1+1�Yt'�O D�/l.. `Tb T'Nlrt: C4Te.A•� �D w IM#j l-mv Tim Z� CLE" Ccattstc / + �3i f2ATUNt �te.(L7 2EF'1.AC ►� w ISC 1_1 E FLcv 4 - alp CoV�CfdICT�b '-Ta M t►.i t M t3 ak �T"rc.E'Mt¢'uT'. ,'. M&_T I C, PROF � LF,__ yx THIS IS A REVISED PLAN E C:'1T I L_ c 1 21��a...t E I�G> r�t��� tz>~�Ac� ,�cxc�rzot u� REV. DATE: /� a� -BYAV_ ` L -THE > Q{ t ►ra t-�cF->�-T� C,F -T t-TLE Dr -1uc _eTA-rF_ DISCARD ALL PRIOR i EOViCcAJmrkrrAt_ Cr >E Fb2 `�u.6SU2FA.c� �It Ft���aL .." ± mil.NITAQy 4FWAGE � U^P-AL 1�AOP �)F HEAUTH 1 F(ztf.c..� -nc�wl, P ?C' �:+ _ P1ht'D DEGIc To m LO T CT •- t t2EPt�Ce tlxtsT� waSN�o � � �(r!✓PT A` lST><f� L'SE W ' Ib�3TS / I L - ; (, �' rL�L7�►.t� 1'�,I,.l G 7 r�T AE.-K 011 / '1'I T E � . } .nldr•t � �aY�s M V '1T i CoNG t TG� `� 4 fec p�{++E�41= F._{�4l�FiEt74F�{wl'�s. dt. ides_�+ =t { r''il � 1c` tt' 'L {I-Z4-`�Z Ca>R�t�i6► 7r40 FX►'-X G. � + +R 1 Icy-27-Df2 �►vvu�, txo P a 4pt>r i QA�Is 'roe Mrm:� a L.r Mo. � � 6' Z) 10 C M 2 1 Sv� "7r 1 i trypP \ D f=K1��Tft tG ; f 1 �!y T�.O.{c _Fc' - ?Mto NO. DATE REV4310N BY Fi�+Pb+ r ,� i tC L.r f t l! -F+A E 1 k��'� - �'� k� �{ -. �+9 iif�►+t�. -� 7�L" �81M� W ? c:4l GRA�� AMA, I SHEET TILE PROJECT NO. oN p_ = r �'`�� . L1< � � L •U GI3-ova -TA KI V- l L_`G42 -MAU to �'C4,w( F-Yt�P e k'_Ty LI O C 6:;1� VAQ. �Zp_a e:"TF r� SCALE �rt D .._,.._...___._ � _ -.. _ � ��t� P t2�'�U1t2EME►JT 14toT ME'T �lS Q�G�.L> , e; 'F'G�'a1nP6Et�� ......_. �� A . �y� TC'17 �{r�L M - _ GeA�E _ - Yl#� 'Vf DATE r Z �l� to _.-•_ .�--- ;.,�. ,.: - _ -_ ,' _ � � _ --__ �,,, ?>1 C� r k'12 1�. f� ��� l4�`J���f F /��It-A PROJECT DRAWN 9Y t�G o f' .� �.. -- — — t RIr N'tT' Q 11.EST `�'L A�•.t cr�EcD BY fxa a.T cs xt.� �I6 Ar_�"' p 4�¢ - QE,�E 2/� A ZM A Uo'T P�V10� KOVA L I IZEI LA ED N_ 1t T7 T2 M // � (/}/7+�, 1 {y.���(/� i..; / iY.. 'S '~ P¢c7Ftng'v t3tr..tuc+� --' .._._-_ IZ�+ CdV1� C�EQ�CtEE1� co~(�2�{'��t S»�RCo YA� Lt±E'STED ,�..' . . "Tl> 5�.'i�I1� q �91ca GMtR tS.15 \ .--ta_._....�L _�_. .,.....1....,...._•...L., _....._.....L...,....-... ...} .._..,.....-.I„_. ---•.._-......:1.,......_ . j \ Di1AWING NO. 6 ao IG1D 1zo 1� Ild� ISO 1 Zc2� 41�0 1 Z�LJ LVl� r l coastalEngincenngC9. ScAL,E l ZGo . CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL /� t , 260 Cranberry Highway Orleans, MA 02653 (508)255-8511 { EC7!�Q C - -- i s►rrs GI -© q 2 1 4a� Z .. ., ....,I,,.r.......,.. ..,.w.. .n,»...«rwc...rn......,..n,..p;r*rw+.,ar.,wn..:.r....,',.,..w«+r•.w......:,,s...w..w...,ae...w..-..,'...r.+w..,..w.e..«..wn+•-v,- 1 I.IA l i P<11`•.tlAT1 L_i-r�" 1?A T t t }-4!7t.Jlh(' � I V✓�.-_.- , � (�_ z C(.- ,� �.<1 �''� R'�t..� w/ /'�;.l,Y � / i � �.__f�r ..1 - �(, �• - ��• L I' f ff - _._ A f+l _ >-L= �" A, .._/ 4 ' F�cI ST L.L 1� 1 Z(3'1 � h� DATE: C?F' \-%//FtT�I-i rT,) � u' � ~ , q� F'� 01 f�r_ lh!� ElA2L''su {►.lG 1 r / FxI 4 "-ToTxs--'I t �"•,• I i w/ Q I.S �e.�� l� r�r 1.�--�,,��; Ira;E �.E�� -Ttaa►.t �� . .. y I I Z tiltA1 11 C_( .E.AI_� MFDIi.IMdl.11� -A, • . �}_ '.1 L 9,1& Diu 5 1 ! { �a !� I t� o +I /e'1 � / � • U F.11�_ (t Efx. i,.l,C.!'T"� 3> I ,' t ! l..t_=A1,I (J 11 Mt2. L!�:A�1ltf j( ALTFE ��a>~11T f'f f� - �o C.l.tiZB "T,�.G. � io.�' I `-�24 P�ft`GY� • Mr G1!,,eat y 1,vI J < AF_ii� Mo►.!i TU2 ti'�LL. 1►.t(,Tfl�1.Eta ot1 8-�, -�tZ �' �` _�T�J x ac u5 I--1 ICx:-L `r-1 FD I-- E':C L-E' �I.1 £3 _) _ � M.f is-t f`T-?)rZ.Ea .; /I I'7 -'"►C?I� H�, (S t-�1 I __ --------- -- 3 E(r= 2 P�;I=ems p T, r ��' �1 / �• ��' !r i'-Vt,� x C1AG I t m I .i •-r- _'t^ h / ��i'h i !' j \ ' _.. f �T LW / �Y 1 ` `� 1 �k 1 _- - y I r f / ,/ � / � (-k f�t I►,.L._a ��'?T GF.A©1�5 ,k t P P_k t Q'�7 / , CT i. . S , ' PAFC t. 9 ('E r� HE A.t�N /.E,t=w S i. ZE FTt G TAI-'L 1 , 1 e I 1 y <i t 1TAt3LF_ Frizz ' 1 „� � .,` �X•1 ST}Iw.l� W/t a E� _-t..r` `C��� r-- f `Ti=��� f't T I /' ' -� FEJI,IC -tr N AC-r A >~1~f Vd-T'I�Jr.L 1Z ca LIMIT L)F, - u 1 Et.!-Fl_nw : Z BEDV1x)c���� '4 110 6r?D �. Z?4--) G I `1=dr"�4I►`lG !`,PE�t �I 'E ZZ[_> G�('� .7S ��,F = Z�3. hF• (L',�IZI.IS'?"J�UI f?eca '��� �� A %,� x 15" a :►J6 F 1El r F'fcrVt l�=� A" EFf"ECTivtz_ Lr_AC-"! J,:.a _^,t= Ex I 1 J 1 ETA L L 0IJ C' (:1) - CG r< t S ' L,C AC i--1 1 t.16 F-I E L� L- - 3 3 Cn <fr- 4 ' ? -,F IZCG2'0 �` f dt..4-1 1 "R'a�` N <:E PT 1 C_ TALI L- 1�1 t 1.;! V M A t+�!�W :'� nNr 11 - QfS 2ti>Ax-TIat.I _ ` f ''�K ( Co ' L7U,LET LOW FV,�F 1 t�loTTc�'. ' 1, �x.tG.-r,u, �1 •ate ��viL - i 2 _ Z) �4��.E Gl'_1>Nt7 {-Q r,L�T �4LLc�wci7 w ' T4.1t� t71 - k 'fit . 3) f=x(<-r 4►.lC, Wa-rF_R <:V PFLV L1► 1[1 � RE: r2EL.0cn;�p d� <NotN'r f I Ata0VE . DUC Ta F- r-UCAt,['D (ti cL.4� ISCE ►P12E�UaC7 PIPE `\ I Fet.IM -`�11,1 c YAL-VE TU `T1 E CL-5 f A6-F Zo 'x 1 S < L_(=.�A C N I I. S FIE�D. - I C,C^il <.T3Zl.l::-T ram`/ PLiI{;t�1G I 1 I f i F 12�PG�,:�C �ECCU1.l•!T�t�CT�t:� LCAL}1►�-►G Gt`�/�1'413t-(Gh .7 -� ' ►..l•C�.I..tTc.I� w/ 2. -J 1 1 r`It" !Ta►.lE L - r?�s -�- I . ) A 11 excavated water i a 1 to be stored on the north-eastern To rP ©� P I LJF El._= 12.6 t3E "��►1 �T¢-uI C TF T� o TWc�C�} - r?,K=1 F(_ow DI F LL,9xe ic'. l side of the property. I '``� � 1 -- Z4 CT. F'¢d►�' (FO- 4xr,- G Wt VY L1►.:HAi?_F.� MO:.rA� OR EcQU.al `1 /� �,- j Ta 6R ` EI"= 41'0 " -� _ 2. ) Any fM►aterial not used for bnckfi 11 or grading is to be F�= Io. ,p 4- t_ ;o.r: removed from site. N _ V /�_ - -+ N ' 3. ) Roof runoff to be controlled through the use of stone ptA i ';t I�Ik. �� G��p+A- 4 Qo m iI _ r7 d��DIA cH 4o po: t� - `�ti Z LA drains. r / YEP L C� f i 1rROW LIWE . t' �"`, "- :> t 4. ) All new 1 y disturbed areas to be revegetated upon �,! ?ti. I ; t Y l ! �1 ` �� 1 f �. ._ • /4 -•rb i /Z compl'ietion of project or (alternate) . All newly I iI disturbed areas to be revegetated as quickly as possible f�-aLXTLF-r r , - to mi'�nimize erosion. (American Beach Grass at 18" O-C ~�, = rr b D-f3ok recommended. ) - ~ � ` f APC)VE -itra�'L 5. A snow fence to be constructed in lace prior to an �1 r ' PI �� - 1_i►.iC� EscITIUG� p-�L'�1C MU-_T 2-9MAlu �=x- 'L '� ) excavation, and to remain in place until the completion ; �d �r / l�tZ f-�" , CIO2 `TO 'PITC OI► 6 vim- of the project. A A L- 14, -pow" -p i�A1G41lUC� FIF �D. 6. ) It is the Applicant's/Owner's responsibility to comply �EFTIC- TA��� �^'� � � _v" i I - a z %� - Lam) with the Order of Conditions established for construction T / �,IALiITdfz.Y Ttfi ., -_ _______•_,_ _ _---,� of this project. A11 Contractors on-site should be (,A-� �� � ,� __ .___- ____ ___ __ - ., provided with and understand the Order of Conditions ' prior to commencement of their work. ,�•• ,----�\. "� � I �� � 7. ) Applicant to notify the Engineer on Comp 1 et i on of !�Cd Lt='. (- I cam ' ` ''��, a - Project. MAT � � � �, � � t W` T�11 r. nC21 �� C2W CC7 t3Y nWr , . 4JA'�T� --N -- 8. ) Any deviation from this Plan and/or Conditions may * LEI/A i to,.lzy G�1`'C-C ( F t pia G�ei�= C21Tt<' At,,. 'tK 1 1, require resubmission to permit granting authority. 171 - ExV TIW, �. - GRAPE 9. ) Project must be completed in accordance with Order of Conditions issued prior to obtaining a Certificate of = Compliance. _ ,! 10. ) All Mork to be done from the road side of the property. T '`I`t(E I►-!�'�Z M•4 T,�:,1..! E I EZ EL`t..l H i�r", 1?�'E(!ti!. �SZt�1'A.(Z f=C7 <�CC'-">`21�t 11C� ' � Tl t(�, i I<?E':ZLAiQ_EME►.!I CF '(ITLE ,;- nF 71,JE rTATU E,1,J 12O'r3r1e.KI 1A 1 f. F1CLO ^ C"oe �'t�L3'�U!<'F=AG(� �i� PC?1 AL- 'SF' �;A►.i 1 TQiZy �.EIn!l�iaE. C+�E'I.l`i AT��i= PRUF� E D Dtc tc , �( (� �LUT � "C�I l.. ( 5T5 w/ d�►!G 1='Tr..�.n - -- ___ _._-: Jr.F I AiZ D (�F iP GA L.T l-i PEc:L I A T•I C k_K1 1 E XC 1L t' I A<, 1.1C�`� * . -C Lra�s./ THIS ' r----- _ `\ `r r I1� 3 I c M 2 1 . Q z 1 �.�L.Tn(�. 1� A REVISED PLAN v I �•� � I y' �� t� i2E" 7(-*/A L �IF I'Mt E(LVI�U�. MdT�QI A1'>T TewtuC'(7 C°�' tr'i12, 1Zt.�u��TEDI ? ? t �' e�c�QI.JS i 1ZL.lGT .� - _ ?, ^k> 1�.a�� �'l) G)l,T-�I.+Lr:z S fr DISCARD ALL PMOR PLANS _T1AArA l0 F-CCK vlzc -r ,� Ll"F_/ 'VAE- V_E&ul- ,T>~n W � � 0 FQ e t_..r Ty 1 � l_�� �- I C,t r� �. - LEA C'�I i►JG J � < � G �JCf7C: `t"AuF_ 1% 1.-E,� i LW 1GI. FROM T12ZFEOTY DUE_ 6 VAC!. 0EQi,.LE-��TTFP) TbP vl �a e , A P�[�IuD DEti'IC ( t1 RATS �'1 ry� q �1DOF_D V7=-1.LT w/ DETAIL PAvt✓ - Zj t'A►etctUC >~� C►�c . GAG} 'Ib tzF f U+c I- -! fi t - �L,,PC (ZF_ ►MST a"T M�� T �i Z.�3 , L�EC� r� ,• VtlLt4t10E EE t.a rFP� ( i(- �, _ NO. DATE REVISION By I 2EA 1 T t>r;G L�(11 LyI t(�t.� - C�l1T IG Q I L TY (G-. L_:)CATFD nW A�uTT 11.1E t Y��P�tZ'Ty�1 TG'Q F VoCAPI E SHEET TITLE PROJECT NO. � � � �- • � � l-ac.I r , L�l J _. f _^ _� . a 4 , l."" /-t 1 i._ L_ oS "� LI-�.� SCALE _ 7 sih1=NtC S� t� L C' l �A U T C - U � � � L I �' I s G''7 :r M� hTet S _ f�G o P Q 3 .I L_Nl IG }h, I i 6C) V'. e-_- rVF A V--C-A �• r�r\� _ _ _ CyT'E.'� --�'- -__.�+t ..... -- :.____ - --- _. _ ¢..-- ..._. .. - tJ"I T _ -_.--- �D K UI�.1tT '-- r �� ,.. .tC-�Vtt::.-.E �JFdC't l C.ll N' �''KT'�'' i (V(7Ps4 DATE ti - 4L L_ IF 'L. F t F 1 1 Y l T L' 7 r. I { XI81•G, CY"L.IL l t-. \_. .... _ '- ..._.. _r .. A ._ _ r.. PROJECT DRAWN BY A , ec e PeraFlasan ! T)n t LoZ O LIrdGN FIF-t-J-) Y III i i /LF' rv'�K Lc'c .1T I.^A1 3l: CaL�� d t D • _ _._.. DE �C1�l_ ��)='�1 1 I� - - wrtH NECKED BY E Kt�T G DF'C.6G t�IP i Tcrte P12c�Rv<�v ptt_G6 ✓' To -n, 0ttn LEd,Gttl►�G 1`QC1(rlT`�' E1FF Wt L7TN > 12 �� " VA2 u�`�i1 t7� 'E�IAc(_A i.�I����� �JY� ff. 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Tj{,W1.1t►.1(� NkAC"T`4-F de'-�>z►.ST ,l, '��' �f ��/ •. ;� - PYr3F�>-cam['} "t'IM rs•,z2 �� vL ✓:� � I�( i ' Qv �A�� f � 'f CtASM -T.do.G::.. = ks.s _ _ `Gtr ;v1 f�E�ci,A MCQITrJ2 �A Et_L_ I►,ie:T.ALyE)� -­ti £'.-<� - -� / �- -' �` -� �x i LOCUS � �I 1•-(I�1•-i T'(C�E C. >C-L_� -.1� �, .`�,1 - ,Z �A/�(t..a i n- �% + � ,� (�/ � ; M a u 1-mrz�a7 1 r 7 71 - %� :i I DI- H�'i caE i I / w `� VrL.L.E HAC' 8 - / - - - e , '- �r � ' `\ P 'FEU C-'►.=�. t.. "T"� ---- ^E,tJ'7E¢ I ar N14ti r Gu�.tf>1n.'aTf"f I-1cc'�c+.tTi__1?.V_0 EL.= Za 8S \AIAT� z i"► C.C�� ►.t� E.2E^ A1� l.l�T�u l\�; ,, cy j,41' 4/�'n�l ® > .� � �• / �I�"`C"1�a Leo PP.C'�et) '~�:�'v_��I='U-� �G�T �e��G i to•n ' I r . f ��v� YtT 6...'o .r✓e!._T lt't'J'' ( i i�-�-•1..J GAL 1 / � Fate 4 ^ Aft 1. Air pev F A C-AC3_H A E,C �.1 t \ I ''�• /° �. .. t� (cst_t , ,% ! 1 ' � � ``- � w/ :'' �1.3C., r C-�,� -•'rC`._ l`•�f='[s�r-�- .- �� t_,r:'>�Lt� }�Qe.i�''�:_�"�'`/ ! � W j<. ,,�• � e , ` ' ti. 7 ""`«� �X,t<T!►-l�t �+1,�<" t!E_�.> r->��T `,TA 2� _ �QC?uu �t� <_►SC ��( �' 1 A I'� ht[►1rTC>fL 'w{Jct L> `/ \ `�, \ FE.►,1C `TC) ACT A� F-t��UQT1�� IZ_,� 7 ` �\. _ ti. Ll/ F I � LJ l/ ; __ � �. ' � ./ {`�.1A �_ j14�1 �F�IC�(----- -AtZEA, �\ T?E��1 f t,.( �LC�t�l : 2 BE D 'Fl- U�� x 11 o F t'T} � /'� � � A LEAC( I4�1Ca s'•C>E�` TZ �1=''� ___- Z.ZG� �aPD / .75 �Sc Z`1�. �. �Pr l ,f�>�15TJtC->t E 2E�"� '��� �5 \� ` \\ AIJ FFf-FC T°vlt� tF�[1i I.Y. F ` I Z \ / \o J E1C(• T a !1 x 1 r 1- r Tit lI E.jh-rA L L 0 01; (I� - �I L I� L E A C I-t I Q F F I E-�.[� A I _. aAL- 6F PT I C 7AU k A I? C�t ir_ `I� - ril'7 T 2 i(mil `rl b!�{ // \ a �X � � . �uT SET �,. l.ra�.I C�'Q•L�F\���� �\ `�\ ` o ' TT.". • I� E}C1�>TiUF CC �j�^L TU BE7 C M �vCI� o Z) C-7A>A.�E Ca Z I tit D E tZ ti�:-�T ,�l L<�4✓1=f� w� 'T��I-' G t=. �ICaY.t . �j `' ° Ekf�-c`1►.lC, W4�EtZ. �U-r'FL.',� Llllr` T� t3F '?EL�C�I� p �t uNv�/1.1 ' \ X r Al3CiYE' . LII.1F `i0 tit_ EUGd�,�"p i►.l c'k:.Ax ISO F'fZE�.U12.C' PIPE [-(?c M ,_TE I G VAL-�'E -ro -rl-t1= r�-rr,aG F _ ____ -- - ------ -- i • �� ! 'r t7�tti T ram"/ y�t t,_1G .. •� -� r k ' k { Pa _ . -FL) �?P_7Cn_ Q,'-rVDA T1` 2 ° ► ` , ,1 `��iZA�1� I <�1- �Ta►,{E aN L�(r�I�S � E►•.il�!�, E.� C t t iZc1r,,,' -ro 1 . ) Al l excavated material to be stored on the north-eastern Tc ' :�F- PiLE Et _= 12,0 f' �'c>/IrTtzt�kc T>=n o� Tlrl(.)(z) x4(' rCc�w DIFt�f_,< side of the property. 7 ( ' { FQ- E ID 'Hr=Ca OW GIUF rl �Z4 � CT• FTZi1M� ! ( x i- r' ' {,(�-. �'2-E'C:O,S'T' OIL EQtLl1L l- Cvvte -rb u'V IDe � r E L- 11,0 } � ! � r ! � U la _ � 2. ) Any material not used for backfi 11 or grading is to be E L- 1°�" + reaove,d from site. ' f QtA I NrG^; _�1« �T��/Q - p `A r 3. ) Roof runoff to be controlled through the use of stone rf / DeG� 4 DlA, SCh o rw. "`- A DIA -,CH �> pw- LAYE•V vIF 9 i - ROW LIWE *'I.�._r._.______ _, ��--`� i_-'r- � I t drains. f ___-- L .. _ ___._ _ V�tt• �' fit, � Fl E r 6 - - 4 1 new disturbed 'w { ----- ) newly bed areas to be re ! -------- , fi. �.. '�/' vegetated upon � �� ti� I /� completion of project or (alternate). A11 newly r \ e »otrr F � L __.-_____ disturbed areas to be revegetated as quicklyas possible 41 � (D �-T _J 4 to minimize erosion. (American Beach dress att8" O-C i _.-.. recommended. ) \ ' •V �- �v (.(rl1F.a f'I TC.LI � 1 ' 5. ) A snow fence to be constructed in place prior to any LrQ1-7 C.-xi rIUCA -C -�Ck MUD>T FrE?AA + a(zs'�'�"-!r WATt�2 excavation, and to remain in place until the completion N L �VCt_ t �t2 Z -C�rr i''Q:tC2 TO PI IC' LIr►.lEr (SEE fbT �t�' ti'�:.=` project. (MIt.Ilrut�,� jC � SAL_ . of the pro \ c G/ ., 6. ) It is the Applicant's/owner' s responsibility to comply � Upt- ,EY, Qtthl iS _�J Zc� with the Order of Conditions established for construction of this project. All Contractors on-site should be C�1-� i24rF_7F� j - - - /� -''- provided with and understand the Order of Conditions 4 ' prior to cowenencement of their work. ( " 7. ) Applicant to notify the Engineer on Completion of hCA LF_ /k-T � .. L_--� �/ �"'� ,�' _ � Project. 1Na - - ____ Pvc \ n - - 8. ) Any deviation from this Plan and/or Conditions may Li 7 4A L t•l�. Il='C� t FI !D AEE C'21TK:a4t_ ilr , t_ require resubmission to permit granting authority. y Ex VAT I W. GRap1 r -------_ 9. ) Project must be completed in accordance with Order of ` Conditions issued prior to obtaining a Certificate of WF Compliance. �J # �1 / 10. ) A 11 work to be done from the road side of the property. -TH C I N ."iz t�tA T t�►.1 H EQE_^I i H Rd, F?E-F A-i i-SZtz 1 �2 t�L� <1t[ ,�I�i►,ya „U TN t` 4 TIPF Rr 1 (y'C l..tIt2EME►j7T-, OF TtTLI~• .,tea .,� 71AE !�74 z- t ►1'��t�tJttG►,t iAL_ i PRt>i f>rp t�tctc ,-,,( -' t-oQ �!.t13`.,UPFAGr (71�.F' ,AL �sE A5-A 1 + TAt2.y �E_W a V1�1'`, 13Lt_ I Vbu-r ��r�i�_ r d t;�lls IS A �tEY Sip PLAN Fri ►1c .- ) xr_. _ T A �, t? A,. w/ x FT4 •, __ Yia42D Dt= lrlE' ?{ ( �/=caL(IATiCU� , F! T t �v1 G , c ­T I T 1 I�^J. Q Z t! 4+-_Tl�.:. (..��T I{;'�E •t ! ' 1 I ? 7� MQ E2t.�L tbl!>T F cv nEC� VLl2, (� � rrcl ��� VA l I F iM�120�V r�:>Lk-, I (o DATL ti I Cl 1� _ XI��TC-, NIUM ALL C ?1 �k� M(Z 1� .0 '7) i ;�► .� `II , MW �' ,� j'T'T'Al.-a_ T2ucTucr� t� a r� - LEdCWi�IG FQCI�tTY 1� 0 LE 'T+4�t1 ID Fect� VA('_ ek&,jF-T owo ( I j 'Tot, of vrc •F ELlIzti F - <E('TlC -41L 1`� LE« ^ ! Ali FAVeU _- __ - _ - pt'e c�� c>Er-1c (6U wYTS _^ u c� ° i=1�U,1 1. FROM 7Vz)PC0T`/ D►..IE �S Vie J # _ 6'� T2� �'�r'iJ�cF ` J `i - i ADDSb VEi.tT w/ DETAIL Ft�t?rCl►Jc, F:- �` c - 6Lc�P E (Z�: MIT 1.{I:.7T MtE 7 6 Z.'� I�EC� t� ,* vaFL1AUCE 14EG2ta� rE v) I(-Zd-)2 } 1.)' \ �,. '�. \ - t`�cl T I'<..,�a 'in/A r.,:--I C-I� _ '?LIT 'DEC e- Y Q ..L � NO DATE REVISION t V LEACti1► lT, F�IC.IL(Ty IS L'?C:lSTE C��1 d�tTTE� IG Fi�F'EQ. �l By 1 ,1 x �EVaLA+3i.E UJ - t _ 1 2uttrs.F L' 7 G ` PROJECT ..• ' , � . -.` _ - ' •�--- ' •_ ; ,i - ._";, <,, ales. _*�'r�t� s�.r.> ;;►rtcw Ft�►•1�E _� ,,Ntll.l. f�E C.�f?�I.1 T � �r'1 r•-� V I r .i) ? 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CIVIL - STRUCTURAL - ENVIRONMENTAL - ARCHITECTURAL f ` 260 Cranberry Highway Orleana, MA 02653 (508)255-6511 1 _OF SHTS t� y','I; 1 V7 777 % 7 Z 9M A 11- r)<:,A- V2 .T'F � K 0 r1r<IA -,-O;t7r O� ri-if rAx,� -rt\ L lliZ IS— I F' C;W A- V� fr V?-I f T4 if flOGr IZLI'�.140r-r 1'4� Lll�vf I OV KIFW LY A— h Ti o6 Isj4,�� af fKGAfCf /r, ie2 T-L)1Z Pv f 9 A- <F,64� TI0 bt K Fv F�FI-A-T F7 Q Ah A'L)16;K LY AFi t 01 1 I?p 47tl ?6ol r-2 THE Lift? WIT'"I�j `5 L)?�Q f A-It7T41, 4A�G Z�-I F L6WA6,r r- F 1 f LFV. 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BY I v\ It 5c"Ir NO (o1A r I coastal, ng�neerlrgCoe CIVIL STRUCTURAL ENVIRONMENTAL ARCHITECTURAL 260 Cranberry Highway Orleans, MA 02053 (508)255,6511 TS A (77)