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HomeMy WebLinkAbout0076 LONG BEACH ROAD - Health (3) 7(� Lon✓7 .�e�cda Kr�ttq� U 4 Town of Barnstable Board of Health BARNM ss�' 200 Main Street,Hyannis MA 02601 &639. & Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 F.P.(Thomas)Lee,P.E. Donald A.Guadagnoli,M.D Daniel Luczkow,M.D.Al March 8, 2022 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE 76 Long Beach Road,,Genterville ,4= 206=009 Dear Mr. Ojala, You are granted variances on behalf of your clients, Daniel and Kathryn Croteau, to construct an onsite sewage disposal system at 76 Long Beach Road, Centerville, Massachusetts. The following variances were granted: Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system 51 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank 68 feet away from a bordering vegetated wetland, in lieu of the 100 feet minimum separation distance required. 310 CMR 15.405 (1 q): To construct a soil absorption system three (3) feet away from a water supply line, in lieu of the minimum ten feet separation distance required. These variances were granted because the physical constraints at the site severely restrict the location of the septic system components due its close proximity to wetlands. Sincerely ours, ohn Norman, Chairman Q:WP\Ojala 76LongBeachRoad Variances May 2021.docx r DATE: / r✓ ' $95.00 FEE*: BARMABIA = M^M Town of Barnstable �' � REC.BY: 639� a1 Board of Health SCHED.DATE: 200 Main Street,Hyannis MA 02601 Office: 508-8624644 John T.Norm FAX: 508-790-6304 4' "` dZ-''. Donald A.Guadagnoli,M.D. Paul J.Cannifi D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE REQUEST FORM LOCATION ?� Loa& W n H lw� "TMy1 Property Address: fsG(di�, Assessor's Map and Parcel Number: 20&�q Size of Lot: 1 1/40 56Z. Ff Wetlands Within 300 Ft. �� Business Name: Subdivision Name: APPLICANT'S NAME: DOWN C.AES j5jG1N1.MNC, 1NC, Phon��No 454,1 Did the owner of the property authorize you to represent im or her? Yes PROPERTY OWNER'S NAME CONTACT PERSON Name: DANK AM F F21) Name: .0 M, NN CAP6 M% & Na-1UN •( ( Address:n JW19 AVC-, F}ltdl Ah4 WA O?zQ 3 Address:j39 OWE &A . Y6WpQ H &LMA O&75' Phone: Phone: 1V016o 2'4 Tf EMAIL: Ceo iJ:'lC - - a r`& Y VARIANCE FROM REGULATION(Ind.Reg.Code a) REASON FOR VARIANCE(May attach separate sheet if more so neetoo ded) Qv P �inv See �f� dwf o NATURE OF WORK: House Addition House Renovation LA Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as S collated packets. — A. Five(5)copies of the completed variance request form j B. Five(5)copies of MA DEP approval letters for Innovative/Altemative septic system(when proposing an 1/A system or secondary treatment unit(S.T.U.). _ C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: healthna.town.bamstable.ma.us *(Pool Plan—5 hard copies) D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. _ Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). Fee Submitted*$95.00 for the following variances: 1)New construction, 2) Septic repairs with increase in flows, and 3)New owner/new lessee applying for food, pool or body art variances. Exemptions from Variance Fee: 1)Septic repair without an increase in flow and variances granted at the counter,2)Monitoring Plans,and 3)Temporary Food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forms\VARIREQ Rev Jan 1-2020.docx A 14, e 54 v "k1- al Ll e � �' ON kr April 12, 2021 I authorize Down Cape Engineering, Inc., 939 Main St.,Yarmouth Port,MA 02675,to represent me at the Barnstable Board of Health meeting, regarding my property at 76 Long Beach Road, Centerville,MA. April 12, 2021 Daniel Croteau date Board of Health Title V Septic Variance Abutter Map for Subject Parcel 2o600g Town of Barnstable Direct abutters(no set distance)and the properties located across the street. GIS Unit gis@town.bamstable.ma.us Legend �i 4p Y�C rY•Yt P L� � ;N. i. 1 !.. - r Subject Parcel Abutters 13- 0 Parcels 71 L x g i s$ ra d 'Town Boundary Railroad Tracks Bll11d.1rigS n{Brville i rah J s, t N ,M, y i A rox.Buildi z Ge River pp Buildings 7 � " Painted Lines 04 206011 Parking Lots 3 : 20 �`^ Paved F - ED Unpaved r Driveways 206009 „w, ..�` 13 Paved Unpaved 206 Roads tia 206007 ° . Jf Paved Road 0 Unpaved Road 206006 ` ` -' ct,, �>;�, ,��c, ;;, Bridge °I :. . w Ft�"; 206000 Paved Median 206004K',_ 206CStreams .,. r i, �a e}tp f x f v,7 - M � � ,.,,.� '�� arsh°Water Bodies 206017 4 t 206018 This map is for illustration purposes only.It is not adequate _ for legal boundary determination 2060 1(] 206020 or regulatory interpretation.This ,�{"''�f map does not represent an a. 206022 on-the-groundmay .It may be -ti.yd'-- ®® � � generalized,may not reflect 205016 current conditions,and may contain cartographic errors or p 205 117 omissions. 20501:8 Parcel lines shown on this map are OR19 ` Asse so'staxParcelstTheyare not true property boundaries and do not represent accurate relationships to physical objects on the map such as building locations. O Nantucket Sound o 50 loo ft. Nantucket 1 inch=approx. >oo ft. Sound Printed on:4/12/2021 Board of Health Title V Septic Variance Abutter List for Subject Parcel 2o6009 Direct abutters(no set distance)and the properties located across the street. Parcel ID Owner i Owner 2 Address Line i Address Line 2 City State Zip 2o6008 DRISCOLL,JOAN M 75 LONG BEACH RD CENTERVILLE MA o2632 2o600g CROTEAU,DANIEL C&KATI-IRYN F 22 JARVIS AVENUE HINGHAM MA 02043 2o6o10 RONCONE,JOHN TR %GOLDBERG,JONATHAN 73 WINDSOR ROAD BROOKLINE MA 02445 2o6oig GOULD,ROBERT&SHELLY i11 FORSYTHE ST SUITE OAKVILLE ON L6K 3T3 CANADA 507 2o6o2o DRISCOLL,JOHN H&JOAN M C/O DRISCOLL,JOAN M 75 LONG BEACH RD CENTERVILLE MA 02632 Page 1 of 1 Total Number of Abutters:5 Report Generated On: 4/12/20213:47 PM This list by itself does NOT constitute a"Certified List of Abutters"and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required,you must contact the Assessing Division to have this list certified. 939 main street rte.6a tel.(508)362-4541 yarmouth port mass 02675 fax(508)362-9880 down cape engineering, inc Daniel A.Ojala,P.E.,P.L.S. land court civil engineers&land surveyors surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E. Craig J.Ferrari,E.I.T., S.E. structural design site planning April 13, 2021 sewage designs system Barnstable Board of Health- Septic Upgrade, Croteau, 76 Long Beach Road, Centerville inspecticns Dear Abutter: permits A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Town of Barnstable Regulations for the for the proposed Title 5 septic system upgrade at 76 Long Beach Road, Centerville. The variances requested are as follows: Variances requested: Under Title 5 Maximum Feasible Compliance 15.405 (Ig): Reduction in setback, soil absorption system (SAS)to water supply line (10' to 3'), sleeving of water line proposed; Under Town of Barnstable Health Regulations (VIII): Reduction in setback SAS to BVW(100' to 5l') & septic tank to BVW(100' to 68'). Said hearing will be held online due to the Covid-19 pandemic. The next Board of Health meeting is scheduled for 3:00 PM on April 27, 2021, with a proposed online link of https:Hzoom.us/i/95275019118. It is recommended to check the Town of Barnstable website for the official agenda to confirm date and time if you are interested in tuning into the meeting. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. Sincerely, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. - C ON J 9 939 main street rte.6a tel.(508)362-4541 yarmouth port mass 02675 fax(508)362-9880 down cape engineering, inc Daniel A.Ojala,P.E.,P.L.S. land court civil engineers&land surveyors surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,P.E.,S.E. April 13, 2021 Craig J.Ferrari,E.I.T., S.E. structural design site planning Barnstable Board of Health 200 Main Street sewage system Hyannis, MA 02601 designs Regards: Septic Upgrade at 76 Long Beach Road, Centerville inspections Dear Board Members: permits On behalf of our clients, Daniel & Kathryn Croteau, enclosed is a variance.application request for a 3-bedroom septic upgrade to replace an existing 3 Bedroom system. Variances requested: Under Title 5 Maximum Feasible Compliance 15.405 (1 g): Reduction in setback, soil absorption system(SAS)to water supply line (10' to 3'), sleeving of water line proposed; Under Town of Barnstable Health Regulations (VIII): Reduction in setback SAS to BVW(100' to 51') & septic tank to BVW(100' to 68'). The setback variances are all required due to the small lot size. A full 5' of separation is provided between the bottom of leaching and the adjusted groundwater. This vertical separation is more important than the horizontal separation according to the Defeo, Wait& Associates Technical Evaluation of Title 5. A future sewer connection is anticipated. The site is within Phase I of the sewer expansion CWMP (0-10 years). Thank you for your consideration. Sincerely; - 1 Daniel A. Ojala, PE, PLS President - Down Cape Engineering, Inc. al 'lowER [IV[[ 1100v (0) PIA A)r IIII I t I 6 Unfinished Space I 2 Car Garage -------------- ------ lu---- P9 A—————— -------------------- (ED L O Cq POTIAU VISIDINCI I R c H I I E c T u a I J) MAIN [[V[l 1100V P[Alr" R 06 1. 711 C�7 R.. I In L Kitc en Q--- CID 7i Mudroomry -e-r-- C er(d Entry G. (S6 P-r G6 ur ot I Y.. cq ROTIAU USIKE 1� U. a UPPIV [IV[[ (LOOQ P(A - i I ; I I I ® I D ck Qom"„yYr It I I I Bed 3 I � Ifi " ter Ba 1 N aster I. a - ®,.o ® v.,° OD . Upper Stair Hall ®I Master Entry Be 3 °I i I ' e-1 N U 111lml1Wr� u N t DOTEAU KSID(N(E N NOTES LEGEND SYSTEM PROFILE 1. DATUM IS NAVD 88 MAEXISTING 99 - EXISTING CONTOUR (NOT TO SCALE) MARK CORNERS OF 2. MUNICIPAL WATER IS � �j i ��, � o•i � ) / PROVIDE MIN. 20" DIAM. WATERTIGHT LEACHING FIELD W/ PROPOSED CONTOUR FFLR = 14.4 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. GRADE WITHIN 3" OF FINISH GRADE ^•1` \� 98.41 PROPOSED SPOT EL. \ 2� SLOPE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE ----- ` AASHO H-IQ TH1 10.0' MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC �. TEST HOLE TOP 7.50' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. 5. PIPE JOINTS TO BE MADE WATERTIGHT. ' m� YYY PRECAST H-10 q?, orseshoe Ln O CATCH BASIN 2is�ERs (TYP.) NOTE: 2" MIN. WALL 4"�5CH40 PVC / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH THICKNESS REQUIRED CLEAN FILL dim UTILITY POLE SLAB = 7.5 PIPES LEVEL 1ST 2' 4'P�rtFORAho Pvc as'o.a S=0.005-- ° 310 CMR 15.000 (TITLE 5.) a - *$ `} 10' 14" 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE \ By Odd Locus \� FIRE HYDRANT 1500 GAL ° USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. yY 8.12 TEE TEE \7.871 STONE -1/2" DOUBLE WASHED SEPTIC TANK9" STONE LEACHING FIELD ° 010 ad +•..� • o 0 0 0 0 6"DEPTH MIN BELOW INV. M DW ROOF DRYWELL a' LIO. LEVEL 00o00000o000 ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. st• Lon -) ACME OR EQUAL GAS BAFFLE �_o�o�o,o o_ 7.15 LEVEL BOTTOM o 6.9 W WATER LINE 7.42' 7.25' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT k INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED e1�'" Nantucket 42.0' FROM BOARD OF HEALTH. -X-X- FENCE o00000000006000600000000000000000000000o0o0ou Sound .,DDOpO�O�Or,O„O.,O,,O'OOO�0QOn0,•o„Or,flr,0„O,,Op0�0. 6.4' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE -X-X- WILL (WORK LIMIT LINE) SILT FENCE/COIR LOG 6" CRUSHED STONE OR MECHANICAL (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAVANG *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [21) 5.0' UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS USE ADJUSTED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED ., , PRIOR TO INSTALLING ANY PORTION OF ( 2'57 1 SLOPE) ( % SLOPE) ( •1 % SLOPE) GROUNDWATER 0 EL. 1.4 BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. SCALE 1 =2000 f SEPTIC SYSTEM (TIDAL) LEACHING 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 206 PARCEL 9 FOUNDATION 10' SEPTIC TANK 45' D' BOX 12' FACILITY REMOVED. 13. SALT MARSH AND COASTAL BEACH AREAS DELINEATED BY LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 13) BRAD HALL, BLH ENVIRONMENTAL CONSULTANTS. AS SHOWN ON COMMUNITY PANEL #25001 CO563J 14. ENTIRE LOT IS LAND SUBJECT TO COASTAL STORM FLOWAGE. DATED 7/16/2014 SYSTEM DESIGN: VARIANCES REQUESTED: 15. ENTIRE LOT WITHIN THE RIVERFRONT AREA. UNDER MAX. FEASIBLE COMPLIANCE 15.405: 16. LAWN TO BE LIMITED TO AREAS ON TOP OF NEW AND REBUILT GARBAGE DISPOSER IS NOT ALLOWED (1g): REDUCTION IN SETBACK, SAS TO WATER SUPPLY LINE RETAINING WALLS, ALL AREAS BELOW LANDSCAPE WALLS TO HAVE NATIVE PLANTINGS UP TO 50' BUFFER LINE EXCEPT FOR DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: WALKWAYS AS INDICATED. (APPROX. 880 SF) USE A 330 GPD DESIGN FLOW (VIII): REDUCTION IN SETBACK, SAS TO BVW (100' TO 51') & SEPTIC TANK TO BVW (100' TO 68') 17. NATIVE SHRUBS TO BE INSTALLED AT EDGE OF RETAINING OWNER OF RECORD WALL TO PREVENT FOOT TRAFFIC FROM WITHIN 2' OF WALLS OVER " REVEAL. SEPTIC TANK: 330 GPD (2) = 660 30 DANIEL C & KATHRYN F CROTEAU 18. GUTTERS AND DOWNSPOUTS TO ROOF DRYWELLS REQUIRED 22 JARVIS AVENUE USE A 1500 GAL. SEPTIC TANK FOR ALL ROOF RUNOFF. PERVIOUS GRAVEL/SHELL DRIVEWAY HINGHAM, MA 02043 LEACHING: PROPOSED. �. 19. LOT SUBJECT TO ORDER OF CONDITIONS SE#3-5845 REFERENCES 330 GPD / (.74) = 446 SF REQUIRED LICENSE ZONING SUMMARY 460 SF X .74 = 340 GPD OK �`� I' ��- CERT. 218155 �B v ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT LONG BEACH/SHORT USE A 460 S.F. PIPE AND STONE LEACHING FIELD C, CERT. LCP 29224-A DIMENSIONS AS SHOWN A r _C '` tl BEACH NEIGHBORHOOD OVERLAY DIS3TRICT (CBD LBSB) CB DH FND I � REWIRED: EXISTING PROPOSED MIN. LOT SIZE 87,1:20 OR EX. 11,404±SF 11,404±SF MIN. LOT FRONTAGE 125" 120.80' 120.80' MIN. FRONT SETBACK 20' ' y EXISTING ! / ��TGI \� COASTAL, MA BULKHEAD �° BEACH I 37.2 37.2 MIN. SIDE SETBACK 15' 11.9'/16.8' 20.8'/29.6' .�'( y� = � ,� � BEACH_/ /�:'' �-•� � ` •',, MIN. REAR SETBACK 15' 23.5' 23.5' APPROVED DATE BOARD OF HEALTH �i� �� °o -o�`=� % cs L I ' ` - �� `y-7 � 3� NATURAL` _ MAX. BUILDING HEIGHT 30 EL. 26.04 ELEV. 38.04 - MAX. NUMBER OF STORIES** 2 1.5 2 1 H ' MAX. BUILDING COVERAGE 1,8566 S.F. OR' EX. 2„495 S.F. 2,200 S.F. LOT SIZE f � �� AREA '`� �--"� I ��� �`� 1 1,404t S.F. r - �Xt�_ -, I ! MAX. LOT COVERAGE 3,30)0 S.F. 3,245 S.F. 3,245 S.F. TEST HOLE LOGS h LAWN :` /y I NATURAL TO AREREMAL y�j/ AREA(Dw) \ ~I j 1� *EXISTING HOMESITE, HEIGHT MAY B(E MAINTAINED/RAISED ABOVE ENGINEER: DANIEL E. GONSALVES, SE #13587 �� 50 �' f 'j' FLOOD ELEVATION PER BYLAW- EX. GAR SLAB TO RIDGE =23.04', DAVID W. STANTON RS 40.3 \ k5 r s' a :ENTIRE-. AREA /� ' p � �oK s- r; ' �1- `'s F�9��` , , ZONE` AE' EL. 13 LOWEST STRUCTURAL MEMBER TO BE 1' ABOVE DESIGN FLOOD ELEV. WITNESS: PER BYLAW DEFINITION. RAISE EL. 2.93 TO DFE +2'= EL. DATE: 3/18/2021 1 z l _ _ ALLOWED, J 16 0 +13 07 EX RIDGE E 26 04+1.3 7 ELEV 39 11 ALL PERC RATE MIN/INC 4' 1' L 0 OWD < 2 H SM 3 O o // kuwj1 1 ELEV. 38.0 PROPOSED < 39.1 O.IK. CLASS 1 SOILS P# 21-64 p EX. **FOR BUILDING CODE STORY DEFINITION, LOWEST LEVEL IS 1 k2 i r i �. '-- t. 1 ELEV. ELEV. _ MARS , �� 'v, NNEVLk�o '� 5� I ? -� NON-HABITABLE BELOW FLOOD ELErV. LOWER LEVEL IS ALSO <50� i 2 LEACHINGIELD DETAIL �� --�� -�,M -� _ - i ABOVE GRADE WHEN MEASURED AROUND PERIMETER OF HOME 0 3.3 0" 3.3 F _._ Stvl 1 ._..._..� :. sue .. ,%, Exts�t �.5 1, t43 4 o _ _ ) Q Q r ,�' nt G l rt,.Q� r fi �� F /, _, 1� _ 206 1-0 - " PAVED 4' ��� JOHN RONCONE TR. (EXCLUDING GARAGE) (72 BURIED, E6$ EXPOSED). l _DE \ pR ql�G //, x H1 DRIVE ��L 'o ) A. ;; , _ F 9P BK 2501-4 PG ,-252 / FILL FILL };, FF�R } GRAVEL / y��wti ``1 ,-62 -L-ONG BEACH' ROAD] - t,` DRIVEWAY O 5 REMOVAL OF UNSUITABLE SOIL REQUIRED �+ r>> EL �� yJ �� 8' 10' AROUND PERIMETER .OF-LEACHING FACILITY, S`peV o REPLACEMENT THE yF 'DOWN TO SUITABLE SOIL LAYER._REPLACE ly 'l ! _, 4.a STONE EASEMENT ~ J STONE FACADE ON WITH CLEAN MED.-SAND;'TO MEET, DW ti i I RET. WALL SPECIFICATIONS OF-310 CMR 15.255(3) -! i" X9t` V �} '�, X��� p r.� X45 FACE OF WALL T. 110457 10' EL. 9.0' 40 MIL POLY VINYL AND MASTIC ON INSIDE OF RETAINING WALL ENTIRE AREA g ZONE AE EL. 13�i O 1 / � ��� �, t: `� (8) �4 BARS COINT. FOR PERC C C HORIZONTAL REINFORCEMENT LA HELEN2M HUGHES 50' OFF WET:ND N�R� tNP) WOOD RET. , '"" Sj0 - ti t ` CERT. 16278 WALL <` �0.�` Eye 7PR-O•P - t remar ,� i 2" CLEAR M/CS M/CS G-W ADJ. DATA: Lei edge O g0� Y -- ' / _ -- E 4 (VARIES) WELL: MI W 29 94 LONG BEACH ROAD ;• _ •�,k eX�s g�a 12 �\ r G -� _ j" #4 BARS 12" O.C. FOR 2.5Y 6/3 2.5Y 6/3 ADJ:E 1.9' SLE EVE WATER LINE \ ,LL ! _ - VERTICAL REINFORCEMENT FEBRUARY 2021 WHERE WITHIN 10' _ TO SEPTIC1.2". BENCHMARK: 2" CLEAR EL. 2.6 / CENTER CATCH J _ WIG= 102" -5.2' 84" _i BASIN EL. 4.0 EL. 1.6 -3.7' PROVIDE 88' OF 40 MIL LINER-AT--5' NAVD88 OFF SAS IN--AREA SHOWN. TOP ATt_1, n4 BARS 12" ON CENTER '' GROUNDWATER ENCOUNTERED @ 46" EL. -0.5 oFE ELEV. 8.0'i BOTTOM AT EL- 4,.O't (NATURAL SOIL 206-8 _T- JOAN M. DRISCOLL 1 RETAINING WALL CROSS SECTION BK 12686 PG 297 t NOT TO SCALE f #78 LONG BEACH ROAD SITE PLAN Scale: 1"= 20' HARDSCAPE CALCULATIONS: of c+ 1;) �� �� �, P-'c- FEET EXISTING 0-50' BUFFER- 2293 SF 76 LONG BEACH ROAD MAIN RIDGE PROPOSED 0-50' BUFFER- 2183 SF l V 1� V BEACH ELEVATION 110 SF REDUCTION O.K. CENTERVILLE MA 38.04 NAVD88 NOTE: DESIGN FLOOD ELEVATION 14.0 _ - - EXISTING 50'-100' BUFFER-2468. (BASE FLOOD ELEV. 13+1'=14.0) ° DIM PROPOSED 50'-100' BUFFER- 2298 5F PREPARED FOR _ 170 SF REDUCTION O.K. WATER RESISTANT CONSTRUCTIONN DANIEL & K A T H R Y N C R O T E A U WITH SMART VENTS BELOW THIS -- FIRST FLOOR � LEVEL TW- - EL. 14.4f NOTE: NO MITIGATION REQUIRED PER BYLAW, _0 f 11.Ot RET. WALL EL. it i I i ` == f 9 0t IN FORMER L ARAG /DECK A PROPOSED r REV - - ALL, W APPROX. 776 SF BEACH GRASS PLANTINGS 3 1 ---r -=^ ( LAWN E AREA REVISED: 2 4 20211 (W LL, DRYWELLS) RET. WALL EL. -=- REVISED: 4-8-2021 (BOH DETAILS) 5.0t - � - z 4 -" � _ EL. AT STREET - h -- -•. EL. 2. _ - _ i _ 4.Ot PAVEMENT -a ( ) STREETREVISED. 10-8-2021 D ZONING INFO) BULKHEAD - ' r._ ,. (ADD ZO O off 508-362-4541 - LIC.#1753 -- --- ------ -----EL. 0.0 NAVD88-------------- ,` O.IALI1 "� 1 fax 508-362-9880 SECTION VIEW A-A { No 4080 ` ` downcope.com STREET TO WATER //1� , '1 20' HORIZ. & VERTICAL down cape engineering, Inc " = � kt j?a `; - civil engineers land surveyors 939 Main Street ( Rte 6A) p DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 DCE �o-�6� 18-469 CROTEAU.DWG NOTES LEGEND SYSTEM PROFILE y 1. DATUM IS NAVD 88 � � 99 - EXISTING CONTOUR (NOT TO SCALE) MARK CORNERS OF 2. MUNICIPAL WATER IS EXISTING U PROVIDE MIN. 20" DIAM. WATERTIGHT LEACHING FIELD W/ j 'S:i o 15 PROPOSED CONTOUR FFLR = 14.4 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. GRADE WITHIN 3" OF FINISH GRADE L _ 198 4) PROPOSED SPOT EL. \ 2% SLOPE 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE ---- AASHO H-10 f Jr TN1 10.0 MINIMUM .75' OF COVER OVER PRECAST FILTER FABRICTOP 7.50' 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE 1 O.O' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. PRECAST H-10 ,,� o o• orseshoe Ln O CATCH BASIN RISERS (TYP.} NOTE: 2" MIN. WALL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2'0 4"O,SCH40 PVC THICKNESS REQUIRED PIPES LEVEL 1ST 2' CLEAN FILL 310 CMR 15.000 (TITLE 5.) Ca- SLAB UTILITY POLE +•PERFORATM PVC 3.W O.C. S=0.005 ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE boy zodd ocus \*8.4' �qyFIRE HYDRANT ' TEE 1500 GAS TEE 14" y 3/4"-1-1 J2' DOUBLE WASHED ° L 8.12 _ SEPTIC TANK 7.87 USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. ��oP 0 0 0 0 0 9" STONE LEACHING FIELD ° 6"DEPTH MIN BELOW INV. Moin ad (DW) ROOF DRYWELL 4' LIQ. LEVEL GAS BAFFLE °aaaaaaaaaaa. 7 15' ° 6 g' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. 5t• Gan - ACME OR EQUAL ° ^ LEVEL BOTTOM o W WATER LINE 7.42' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT It _ INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED Nantucket • 42.0' FROM BOARD OF HEALTH. -X--X- FENCE ooaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoaoo 0000000 0�0000000�0�0�0"0 0 o�000ao. 6.4' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE Sound -X-X- WLL (WORK LIMIT LINE) SILT FENCE/COIR LOG 6" CRUSHED STONE OR MECHANICAL (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE COMPACTION. (15.221 [21) 5.0' ' UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS USE ADJUSTED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED .. PRIOR TO INSTALLING ANY PORTION OF ( 2•5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) GROUNDWATER 0 EL. 1.4 BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. SCALE 1 =2000 t SEPTIC SYSTEM (TIDAL) LEACHING 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ASSESSORS MAP 206 PARCEL 9 FOUNDATION- 10' SEPTIC TANK 45' D' BOX 12' FACILITY REMOVED. 13. SALT MARSH AND COASTAL BEACH AREAS DELINEATED BY LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 13)AS SHOWN ON COMMUNITY PANEL 25001CO563J BRAD HALL, BLH ENVIRONMENTAL CONSULTANTS. # 14. ENTIRE LOT IS LAND SUBJECT TO COASTAL STORM FLOWAGE. DATED 7/16/2014 SYSTEM DESIGN: VARIANCES REQUESTED: 15. ENTIRE LOT WITHIN THE RIVERFRONT AREA. GARBAGE DISPOSER IS NOT ALLOWED UNDER MAX. FEASIBLE COMPLIANCE 15.405: 16. LAWN TO BE LIMITED TO AREAS ON TOP OF NEW AND REBUILT (1g): REDUCTION IN SETBACK, SAS TO WATER SUPPLY LINE RETAINING WALLS, ALL AREAS BELOW LANDSCAPE WALLS TO HAVE NATIVE PLANTINGS UP TO 50' BUFFER LINE EXCEPT FOR DESIGN FLOW: 3 BEDROOMS © 110 GPD = 330 GPD UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: WALKWAYS AS INDICATED. (APPROX. 880 SF) USE A 330 GPD DESIGN FLOW (VIII): REDUCTION IN SETBACK, SAS TO BVW (100' TO 51') & SEPTIC TANK TO BVW (100' TO 68') 17. NATIVE SHRUBS TO BE INSTALLED AT EDGE OF RETAINING OWNER OF RECORD WALL TO PREVENT FOOT TRAFFIC FROM WITHIN 2' OF WALLS OVER SEPTIC TANK: 330 GPD (2) = 660 30" REVEAL. DANIEL C & KATHRYN F CROTEAU 18. GUTTERS AND DOWNSPOUTS TO ROOF DRYWELLS REQUIRED 22 JARVIS AVENUE USE A 1500 GAL. SEPTIC TANK FOR ALL ROOF RUNOFF. PERVIOUS GRAVEL/SHELL DRIVEWAY HINGHAM, MA 02043 LEACHING: PROPOSED. 19. LOT SUBJECT TO ORDER OF CONDITIONS SE#3-5845 REFERENCES 330 GPD / (.74) = 446 SF REQUIRED ' 11�� ' LICENSE #1753 ZONING SUMMARY 460 SF X .74 = 340 GPD OK o`' \-USE A 460 S.F. PIPE AND STONE LEACHING FIELD (3B 8 CERT. 218155 ZONING DISTRICT: CRAIGVILLE BEACH DISTRICT LONG BEACH/SHORT LCP 29224-A c�., DIMENSIONS AS SHOWN 'O s , C6 % y -1 BEACH NEIGHBORHOOD OVERLAY DISTRICT (CBD LBSB CB DH FND I , RIEQUIRED: EXISTING PROPOSED 1 MIN. LOT SIZE 817,120 OR EX. 11,404±SF 11,404±SF MIN. LOT FRONTAGE 1.25' 120.80' 120.80' by ,e _ !I MIN. FRONT SETBACK 2(0 37.2' 37.2' y EXISTING j' i ,p , \_ ~-COASTAL _ MIN. SIDE SETBACK 1'5' 11.9'/16.8' 20.8'/29.6' MA �y yl BULKHEAD / 7c Fy �4 \ BEACH - �f`J _ ` \` , APPROVED DATE BOARD OF HEALTH , ` MIN. REAR SETBACK 1;5 23.5 23.5 - ��� L '�� MAX. BUILDING HEIGHT* 360' EL. 26.04 ELEV. 38.04 ` NAAR UEA RAL ( MAX. NUMBER OF STORIES** 2' 1.5 2 LOT SIZE f W� ' �' _ _ L MAX. BUILDING COVERAGE 1 2,200 S.F. 1 1,404t S.F. ''�X ! I - �, �- MAX. LOT COVERAGE 3},300 S.F. 3,245 S.F. 3,245 S.F. TEST HOLE LOGS -A EXISTING HOMESITE HEIGHT MAY BE M � J( NATURAL .r2• .�N �� �'•••• % 'L ,. �' --� I ,�. ; - �A �� API- .r..'� F - * DANIEL E. GONSALVES SE #13587 v AREA TO �, / !Sr 'f' --� AINTAINED/RAISED ABOVE ENGINEER: , REMAIN `�� go (Dw) _ j ,per �fA I ? �'' FLOOD ELEVATION PER BYLAW- EX. GAR SLAB TO RIDGE =23.04' ? `�s , ` ' ENTIRE AREA ' DAVID W. STANTON RS 40.3 ✓ \ .NPR-�' s�� / F� �' ZONE AE EL. 13 BE 1' ABOVE DESIGN FLOOD ELEV. WITNESS: s ,a. LOWEST STRUCTURAL MEMBER TO OP' P 0 > _, °°. O�moo, \ , ` . r� I PER BYLAW DEFINITION. RAISE EL. 2.93 TO DFE +2'= EL. 3 18 2021 Op• � // ,- � y, `�, � DATE: / / \ F 16.0=+13.07 EX. RIDGE EL.26.04+13.07= ELEV. 39.11 ALLOWED, PERC. RATE _ < 2 MIN/INCH ��� �. --` � -K � .r :::r•: i "� � ELEV. 38.04' PROPOSED < 39.11' O.K. 9 g, SM 3 CB (p )SEX. OEC r,i i i , I �' ��; (Dw} �..� ` ' 4 CLASS I SOILS P# 21-64 3 - -� ' ���"` � SAS. �14 :.s. k5��; '� /',' ;r �� I , V ' i **FOR BUILDING CODE STORY DEFINITION, LOWEST LEVEL IS MARSH_ ,;' i" �NG/ �, , p - 7 {., 1 ELEV. ELEV. , yL fr \ O`IIV" �j ";5• _ NON-HABITABLE (BELOW FLOOD ELEV.) LOWER LEVEL IS ALSO <50% i z s"I41 �' ! ABOVE GRADE WHEN MEASURED AROUND PERIMETER OF HOME �" Q 3.3 0" 3.3 LEACHING FIELD DETAIL �`` -- -- =s= ,S 'N� " '` ° �� ' = - �_ 51�t G �?Q�y r EX I X >, l'�� i 206-10' " EX 3a PAVED JOHN RONCONE R. (EXCLUDING GARAGE) (72 BURIED, 6$ EXPOSED). RG � GRAVEL W1 DRIVE c�.'P� Aa 9 BK 2501 PG -252 �` FILL FILL �.� FF \� O ,62 LONG BEACH R09D „ 5' j2EMOVAL OF UNSUITABLE SOIL REQUIRED �` ' '' ` t.. 5 t DRIVEWAY } O,y \ frf $ 10" AROUND PERIMETER OF-LEACHING FACILITY, TH2 REPLACEMENT "DOWN TO SUITABLE'SOIL ,LAYER. REPLACE I 0 ;� 1}a STONE F �� / i` '�-` EASEMENT //40 STONE FACADE ON WITH CLEAN MED.-SAND,-'TO MEE�'_ p DW ti`, /.r RET. WALL �} SPECIFICATIONS OF-310 CMR 15.255(3)--, kg' k4 5 T. 110457 __ - FACE OF WALL � r / EL. 9.0' MIL POLY VINYL AND MASTIC AW ON INSIDE OF RETAINING WALL ENTIRE AREA ZONE AE EL. 131 �I` -t, 40, / / f `� 0 O r tirj - r (8) #4 BARS CONT. FOR PERC C C 206-7 50, OFF yy�V>ND ,` ES ''WP�1, - - _ - I HORIZONTAL REINFORCEMENT HELEN M. HUGHES S�o��R - y ® (TMP) M CS M CS G-w ADJ. DATA: WOOD RET. 1. p, - :_� P _ _i m°� A ,i' 2" CLEAR / / CERT. 16278 WALL r 1©, EX.j `- t w,� ?%C % WELL: MIW 29 k {°�e� edge 0 g0�\�f`jJ _ / EL. 4 0' (VARIES) 94 LONG BEACH ROAD _ �2 - ZONE: A 9OVAi' _ • existln r J ��� j t #4 BARS 12" O.C. FOR 2.5Y 6/3 2.5Y 6/3 ADJ: 1.9' ' SLEEE�E WATER LINE �- A I VERTICAL REINFORCEMENT FEBRUARY 2021 WHERE WITHIN 10' 0 w 14 TO SEPTIC ' . 1.2"...- ".--{:;.:.:._ EL. 2.6 BENCHMARK: _ - _--- "2 CLEAR CENTER CATCH ,. 102" -5.2' 84" -3.7' - , BASIN EL. 4.0 EL. 1.6 PROVIDE 88' OF 40 MIL LINER-AT-5' NAVD88 -367. #4 BARS 12" ON CENTER GROUNDWATER ENCOUNTERED Q 46" EL. -0.5 OFF SAS IN--AREA SHOWN. TOP AT ELEV. 8.0'i' BOTTOM 'AT EL-. 4.0 f l' NATURAL SOIL 206-8 l- JOAN M. DRISCOLL RETAINING WALL CROSS SECTION BK 12686 PG 297 i �, I NOT TO SCALE #78 LONG BEACH ROAD = SITE PLAN Scole: 1 20' HARDSCAPE CALCULATIONS: of a 10 r0 30 _. FFFT EXISTING 0-50' BUFFER- 2293 SF 76 LONG BEACH ROAD MAIN RIDGE PROPOSED 0-50' BUFFER- 2183 SF ELEVATION 110 SF REDUCTION O.K. CENTERVILLE, MA IFT11 38.04 NAVD88 - EXISTING 50'-100' BUFFER-2468 NOTE: DESIGN FLOOD ELEVATION 14.0 PROPOSED 0- - '-100 BUFFER- 2298 SF PREPARED FOR (BASE FLOOD ELEV. 13+1'=14.0) 0 WATER RESISTANT CONSTRUCTION ---,� 170 SF REDUCTION O.K. DANIEL WITH SMART VENTS BELOW THIS - FIRST FLOOR & KATHRYN C R O T E A U LEVEL �� ---- EL. 14.4t NOTE: NO MITIGATION REQUIRED PER BYLAW, i_ - / RET. WALL EL. APPROX. 776 SF BEACH GRASS PLANTINGS DATE: 1-31-2021 I 11 111 1!i � � -� � f 11.Ot _- s.ot IN FORMER LAWN/GARAGE/DECK AREA PROPOSED REVISED: 2-4-2021 (WALL, WLL, DRYWELLS) " ^�r REVISED: 4-8-2021 (BOH DETAILS) --_ -� RET. WALL EL r 4;--•- I �� - T � EL. AT STREET - -- -... I� _ - - REVISED: 10-8-2021 ADD ZONING INFO 5.0t l r - - 4.Ot STREET r 1 EL. 2. - x of �� �_ = PAVEMENT *?°' > C� t1lFL " BULKHEAD A. off 508-362-4541 LIC.#1753 ------------ - - --------- ---EL. 0.0 NAVD88-- fax 508-362-9880 SECTION VIEW A-A -------- a,1nl A It T �- STREET 0 WATER downcape.com 1" = 20' HORIZ. & VERTICAL r n j r „ '`-{ y +`� { � �s�, ---� f,, . down cape englneeriftg, Inc. civil engineers land surveyors / 939 Main Street ( Rte 5A) DCE # > -469 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575 18-469 CROTEAU.DWG