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2519 MAIN ST./RTE 6A(BARN.) - Health
• y B, • ,5 4 1 TOWN OF BARNSTABLE LOCATION 2 A411-7 / - SEWAGE# / 36 VILLAGE QVVI .5 ei��� ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. fD 4Y:*1 d 5C%r�-c� ��Gt ✓� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ?6 6-44 (size) NO.OF BEDROOMS OWNER, / 'l 61-'tO(/V PERMIT DATE: lohi COMPLIANCE DATE: �D f Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 0 s� ��S faZ b�' � r �C �a w W � • � N No. ` � "Q� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Misposai bpstem Construttion Permit Application for a Permit to Construct( ) Repair(.Kupgrade(� n. ) ❑Complete System ❑Individual Components , j� Location Address or Lot No. wner's Name,Address,and Tel.No.^#- V.01V-6,4 Assessor's Map/Parcel 2 / ry' f �}�o✓/r sF<�/� Installer's Name,Address,and Tel.No.'Z-F,�� ���% Designer's Name,Address,and Tel.No. 4✓ Type of Building: Dwelling No.of Bedrooms `+ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building .19(fs,°40 f+°�� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �.��- `f' gpd Plan Date y S—/7 Number of sheets 2 Revision Date Title Size of Septic Tank /9�� Type of S.A.S. Description of Soil C s Nature of Repairs or Alterations(Answer when applicable) l: f 1. Sa-Lh + �rc� Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed Date 16 /'7 Application Approved by Date /6 o f ' t — Application Disapproved by Date for the following reasons Permit No. 90 i Date Issued _ f 4 No. t!`"0 I.�"""" .Fee ' THE COMMONWEALTH Entered in computer: OF MASSACHUSETTS Lo/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTSYes ftplicatlon for Disposa"W p9tem Construction Permit Application for a Permit to Construct( ) Repair(6�(/Upgrade( ) Aba ( ❑Complete System ❑Individual Components Location Address or Lot No. °Owner's Name,Address,and Tel.No.^,f ,,&/O/¢G✓t Assessor's Map/Parcel - ,/Dr ' g a,iL Installer's Name,Address,and Tel.No. S-7e/ y , Designer's Name,Address,and Tel.No. � �,e�- -_Z f-- �'` `r Lr� C. c� t e9 / 2 G✓ CruSS �/� pet e Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �'yr-* 4,1 f 1�1/ No.of Persons Showers( ) Cafeteria( ) � Other Fixtures Design Flow(min.required) 3 3 Q gpd Design flow provided .d�G• �� E gpd Plan Date y"/�5--/7 Number of sheets Revision Date Title Size of Septic TankType of S.A.S. e� air-+4 s Description of Soil Nature of.Rep/rairs or Alterations(Answer when applicable) Ad /X 5 �Cr"Ff f f�a.¢r'v� r/C d -y,� �/-�ir✓t 0014- � n%s&-/ram Date last inspected: Agreement: 4. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of,Health,,.- Signed Date e/6 Application Approved by Date O -/c/ �- Application Disapproved by Date , for the following reasons Permit No. 901 J ' Date Issued j ..__^ —_, a .. THE COMMONWEALTH OF MASSACHUSETTS = « BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF�Yj,,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by �R fS E��n2 v} - at �..�// � f-'�' - =-=has been constructed in a(c�c�rdance - --- -----. ,�, with the provisionsego of Title 5 and the for Disposal System Construction Permit No. i �` dated Installer.�, !S c, o h v o-t'J D f U o't Designer e I i.vp� #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the systemfunctionfas designed. Date f e/~„7+ ` C7 inspector ��. �...__ ------------------------------------------------------------ --- ------- ------=- -=--- No. D�GI Fee +✓ �-/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Oisposar *psteConstruction 3perm[t Permission is hereby granted to Construct( ) Repair( (,) Upgrade( ) Abandon( ) System located at / ^i and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. *, 1 Provided:Construction ing t be completed within three years of the date of this permit�14J Date I O' i Approved by �• i' � j Town o$ arnstb�e oF, r �. yegulatoty Services ,. o Ricl ar d V Scalr,•interiitt,i'J rector.: ' eenwsrasce y%� r Public Hlealth.t�ivision; ea►u.�° T,homas'iN!cKean;Dirget6r ZO(1 i Iarri Str640 yannis A`0,M2691 Oft,c 5E}r R62r?}644 R'm 109,*6304 Criscaller cC Desi"ne"r Certif'c.ation Torm Selvage Permit# Assessor's IVI,ap\Parcel Resigner 1<in�,rlee ,n wo,-�cs f l n c.:s InskalIer: ,b I d;�u t�•u,�>` �JLx;.-�+ Address; 1 Z W, C'ri Adc1r ess: �I On a�1.tiC q� was issued:a Bern T tofir--stall a (ips[aller) ..,,_. . sejific systen5 at '2 / MG��l7 Street G Vn based on a design-dimwn.'hy mete c i.: -tM.c.•G.,,+k� '� (address): q (�tr,J. h7 dated' �1 ' l l dcsi cr) . 1 certify that the septic system referenced above was i6MdlJerl,su stantialI} as'dii to tlte,design,' hrch mayin" lode':minor approved`changes°sucir•as latir`al`r etocaridii,of tl e,; diA6b'.UU n boa:and/or,septiv:tanl.. S.ir i:ns�ect ci and;tlte.aails: c�er e`found-satxsfactor_y " I certify that the sclrtio:"system referenced �b6i z peas installed with ji r cha, es greatert"an l0 =lateral relocation of the SAS or ally vertical ieloct} op 41�t>�y component. of the septic system)but:to accordance 4vith State Local Itcaul2tioris., i'1tm revision-Or itrtified as built Uy designer to:follow..;Strip aitt<(if reij`ucecl)�vas'2tispectcd 7ncl9tle soi Is: w ftiundssatisfactory. sl certify.that'the.system:tcfer�nvcd above ��ras.ot7nst,ucte; nee`tivitl thei`teniis of the[1A approval"l'eftcrs(if zpplieaUle) a3c NTEECMIL s (Tnstaller''s St„natuze) ata.Yi esigner's;Sijnattne) ( /fix Dcsgne1 taztip"H.ere) I'liRASE RET,[TR\r TO;BAR l57 AB1 E'1?UBlilC.14It1 YL-TN.Diyts10V: 'CERTIFICATE OF,A-0 MANICE .WILL iVOT`BE .ISSi TE'1� Wi.rrlT BOTH TI=iM FORM BUILT CARD''ARE RECEIVED BY"HE, IiARNS1'r'BLE-P JBLI,C HI;AI T!!"DlUISC011: THANK Y,UU, .. ..H . Q�S,0tic Dc-5 gner Cort,fii'of on>I.6rmaR�ti<3 l 1,t3:doc; j I Town!of Barnstable - P# / C.?O, 2 Departine it of Regulatory Services PubliclHeaIth Division Mass. Date 3 1 7 �As639 ,b� 200 Mail Street,Hyannis MA 02601 �f0y A l f rD Date Scheduled �> (� f• I M 00 " W a Time_[_� � Fee Pd,_ Soil Suitability Assessment for Sewn e .Di.�posal r rND Performed By: Witnessed By: !i ✓'(� LOCATION & GENERAL INFORMATION Z Location Address S719 J�Oi i✓� $'y-- Owner's Name .'Y13.4@ Address. P� /Scf'x Z I-Z I i Assessor's Map/Parcel' 2 7 — d 1 U Engineer's Name " 'NEW CONSTRUCJ'IQN RBFAtt�t Ole-,- I -1 Telephone# �jp -7.-2--Y 76 87 _J Land Use s- ?S 1 G' y� Slope (TO) ��-� Suiface Stones ( Distances from: Open Water Body ? 7Gu ft Possible Wet Area 7 l ft Drinking Water Well ;;IsZl.ft Drainage Way I G c/ ft Property Lined t Other ft " SKETCH:(Street name,dimensions of lot,exact locatigns of test holes&perc tests,locate wetlands fn proximity to holes) ' I , i 2 e t j F�q Y) ' � . Parent material(geologic) --_ Depth to Bedrock. Depth to Groundwater: Standing Water in Hole: �� -5—�'U Weeping from Pit Pace ` Estimated Seasonal High Groundwater DETEP VIINATION FOR SE '�SONAL HIGH 'WATER TABLE Method Used: Depth Observed standing in obs.hole: —In, Depth to call tnottles; itt, Depth to weeping from side of obs.'hole. _ I In, Groundwater Adjustment -_w._— - fr. Index Well# Reading Date: Index Well leY 1 Aql,factor z Adj.Groundwater Level_ PERCOLATION TEST bate 'tittle Observation Hole# Time at rJ" 0 z. Depth of Perc _ Time at 6" 1 Start Pre-soak Time @ Time(9"-6") End Pre-soak U' i Rate Min./Inch. Site Suitability Assessment: Site Passed_( Site Failed: Additional Testing Needed(Y/N)_ original: Public Heath Division Observation,Hole Data To Be Completed on Back----------- i ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning, Q:\SEPTIC\PERCFORM.DOC ' i • j DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Sdil Color Soil Other Surface in, (USDA) I(Munsell) Mottling (SWcture,Stones;Boulders, ( ) Consistency,%6ravel i ,f DEEP OBSERVATION HOL LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency.%Gravel) i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture foil Color Soil Other Surface(in.) (USDA) I(Munsell) Mottling (Structure,Stones,Boulders. Consistency,T Gravel)-- DEL'P OBSERVATION HOLI LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) i(Munsell) Mottling (Sous t ten,Stony,Boulders, v.° 1)_.,_. I i Flood?nsurance Rate Mai Above 500 year flood boundary No Yes 1 Within 500 year boundary No Yes Within 100 year flood boundary No/ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi us;material exist in all areas observed throughout the area proposed for the soil absorption system? '_ If not, what is the depth of naturally occurring pervious matel'tal? _ Certification I certify that on « L�>.r'�� (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the labove analysis was performed by me consistent with the required tr�a' ,expertise and experience described in 310 CMR 15.017. Signature �- — -- I Date I I ' Q:\.S.EPT1aP8RCFORM.DOC i i TOWN O/F� BARNSTABLE L AT10N 2SJ y �b &/ CGLt;,�, S4 )SEWAGE # / a- VILLAG �Gvrh,�✓�E���i ASSESSOR'S MAP & LOT V-S7- pi O I3 INSTALLER'S NAME & PHONE NO. 5) SEPTIC TANK CAPACITY LEACHING FACILITY:(type) P/"f (size) 00& C,�C NO. OF BEDROOMS .3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER m DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: k VARIANCE GRANTED: Yes No I � \ � I i � � i/� 1 � , � � � � � � � �. � �� � ��`;y 0 �.,tl�, , �-������ L. No.....1••2. Q Fss..... ...L:0_ THE COMMONWEALTH OF MASSACHUSETTS AMOVO BOAR® OF HEALTWrnst TOWN OF BARNSTABLE �-o Appliration for Uispwial Works Tanstr rrntt F:t5 Application is hereby made for a Permit to Construct ( ) or RepaiRX) an Individual Sewage Disposal System at: 2519 Route Ea --Barnstable ......... __....._----•--•-----------------------•-•--•-•--•-------•---...........------ --•-•-•-•---.....-•--•--•-•••....--•---------•-----------------------...........................-- Location-Address or Lot No. fderz ......................__.........------------.O r...........-------•--------------•••...... ---....----•---------.....---•--...---........-�Zress........................................... Address WJ.P:Macomber Jr...................................................... •-•••-••----------........••-•--•.....----•-••----------••----•......._------.._..------------•••• Installer Address Q Type of Building Size Lot............................Sq. feet , Dwelling 2L No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—Type of Building ............... No. of ersons............................ Showers YP g ------------- P ( ) — Cafeteria ( ) QOther fixtures -----•--------------------------------•---------------------•-•-------------------------------------•------------------..........--•--.....--------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.....,_........__.__sq. ft. Seepage Pit No..................... Diameter.----.------..-----. Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) W Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit--..............--.. Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.--:................ Depth to ground water..--.................... --•------•-----------------------•-•-----...--•-----------•----•---------..._......---•-•--•---••••......................................................... 0 Description of Soil...Sand.................................................................-------------------------------------------------------•---------------.........__------ W -----•---------------------------------------------------------------------------------------------------------- x 1...1Jn.�7a1T.on t�arik---T-Y�JJ�---------------- V Nature of Repairs or Alterations—Answer when applicable--------------.................................................................................. gallon leaching pit. ---------------------------------------•------------------------------------------------.........-•-----••---------------------------------------------....-------------------------------••--••••------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System 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 Complia ce has been 'ssue by the and o health. Signed c1� _IM9 Date Application Approved By �_ - - ................................................... 2— te Application Disapproved for the following reasons- ---------------------- -------- ---- -------- - -- -- -------------------------- ------------------------------------ --------...............................................--------------------------- ------------------------ --------------------------------------------....................... --- -----------------................. Permit No. ........� -..---......7� Issued i Dace o... _ Fimx $ 30.00 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE r ,� rlirtt�ila f nri� ualrk� (�> �rt' n anti �� j 9 Application is hereby made for a Permit to Construct ( ) or RepairX�X) an Individual Sewage Disposal System at: -2519 ..................... ...............•-•--------•.....---•-- ----.....`--•------...._._.._......----•-•. ---•---•---...-...-••----.........------- Location-Address or Lot No. Qerz...--------........................ •-•------•••-•-•----•--------------•---------- -----------------•-•------•---•----------- - --•---•------ ------•-------............. Owner Address W J.P t Ia c Qmb e '...J r..------------•-------------------------•----------- Installer Address d Type of Building Size Lot............................Sq. feet U Dwelling YL-No. of Bedrooms____.____.3...............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ---------------------------------------------------------•-----•--------•-••-----•-•---•••••-----••-•---•••-•--••--------------•-••-----....-----•-- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth........._...... x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date.................................... a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water__-____-_____.: ..`_t 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ P4 .-••••••--•----------•--•-••--------•--•-•••--•--••-•-•----•--••--•-•-•....-•---•----•-----•--------.............................................. .... 0 Description of Soil...Sand................................................................. x V .._..--•••---•------•---....---•••--•-----••••-----------•-•-------••------•-•-•••-----•-._....•-•-----•-•---•--•------••---••••---------•-•--•---•------••------•-----------------------•--••-----•-•--- W UNature of Repairs or Alterations—Answer when applicable._-_____1-1000 gallon tank 1-1000 ..gallon...leaching.�?it-'-------••••-•------••--•----•---•••••••••---------------•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned fLrther agrees not to place the system in operation until a Certificate of Compliance has been issued by the� board�o/f health.J` ��� .I Signed �� % 1.�, ,/A? Date ApplicationApproved BY ................. ...---------..."........-------..---------..:..------------ ._..._ re l Application Disapproved for the following reasons: ............................ . ...............................................................................--- -- --------------------------- - - -- -- - ------------------------------------------------------------------------------------------------- - -------- ------ q ------- ------------- Dare Permit No. .........f--D------------7 Issued ...............------- Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Q'illertifiratr of Tarapttanve THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( XX ) by -J P ma-c omb e-r....Jr..-................................................................................................-----------------------------------------............................................... Insraller at2519....Route----6a---We s.t....Barn stab le................ ........................................ -------------------------------------- ---------------------- - has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No- ------------1..s9...-...7_0-__----.--- dated ....................... ................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................. ..���-------------------------------- Inspector ............... ............... .................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE —7 0.00 Permission is hereby granted________J.P. aeomber--Jr. i to Construct ( ) or Repair X) an Individual Sewage Disposal System at No._2519 Route ba West Barnstable - - - --•-----•-.--------------------------------------•------------•--..----------------------..__............. Streets J�� as shown on the application for Disposal Works Construction Permit N _o_ __________________ Dated.......................................... �- ............................................................ Qr �p Q DATE............ Board of Health ��------. .-f-"--1•-r�— FORM 36508 HOBBS&WARREN,INC.,PUBLISHERS r ComlmonW,W h of,Massachus'etts r , T'it`le 5 Offi-` iai ln�sp.e* , on r - Subsurface'Sewage Disposal System;For`m Not fo''r Voluntary Assessrrienfs' f= 2519 Main Street Ro;ute�6A Property Address Edith B Mer- aka Edith,B: Frei ` } Dwner. Owner s Name r - information Is :. Barnstable e, « - reguired.for every. 5,- MA 02630; (. :JUne 1;5,.2012 .page: City/Town ,. r State Zip,Cotle: D-0teo.6f Inspection Inspection-results, must be submitted on thts;.form. Inspection forms May,not::be altered in any; way.:Pl ease see completeness;checklist at the end of the;form. t Important:When A . General Information .filling out forms cj ,on�the corn ,use.only:-the tab• Y r-. M key to m- ove your 1 Inspector: =' __ z y. CID cursor do not i,David.;D'. Coug'fanowr, R e the return, Name'offlnspector ! t 7 key. . Eco-Tech-Enyironrnental -_ ,� Company_Name i 4.,O f 43`,Triangle Circle iz Company;Address x �e Santlwich �_ � ,�, �. MA 02563`, CtylTown State;* Zlp Code 508 364=0894 ,` relephone.Number; License Number B Certification i certify that have personally Ins'p4ectedithe sewage disposahsysterd at thiad s dress and hat the 'tnfoi oration:reported bel"ow"Is true; accta`r, WJtind complete as of the'time of_fhe inspection :The;inspection was;performed:based on m yAira- ining and exper:ience=in ttie proper,function and maintenance of on site: sewage disposal systems. I am a DEP,approved system inspector pursuant,to Section 15 340�,of Title;5,(310`CMR'1:5.000) The system _ y Q Fall's PPasses,. ;_ . _ . ❑ Conditionafl Passes 0 Needs Further Evaluation;by the Local Apony Authority .June°415,.201.2 . _. ' •. Inspector :Signature Date._ The system•inspector shall_submit a`copy of this inspection report,to'the Approving Authority=(Board bf�Healtli orDEP):within 30 days of completing this inspection' If the:-system.:is a,shared system or has a design flow of.10;000 gpd or greater;the"inspector:and ale_systern:owner shall submitahe report,to,the;appropriate regional'office of the DER. The_briginal,shouid besent to..the=system,owner -and copies sent to the;buye-r,,,if applicable,=and the a pprioving,'authority *This.repoifonly describes.condit ons at,the time of"ins pection andunderthe conditions,-,,of use atthattime.Thfs-inspection does not address,how;the.system.will:perform.in the future under the,same or diffe"rent;conditions of use,. . - tSlns "itl1Q, ;Title, ffiraal I,sr_p on;Form:Subsurface Sewage Disposal System•Page 1 of:17 .r Commonweai,th of.Massachusetts, Title 5, 0 n k .,4�rr�1{ � e Subsurface Sewage Dis,posahFSystem.Form Not for VoiuntarySAssessrnents F., 2519 Main Street-Route.6A $t. P[operty AddEess. , Edith B. Merz aka Edith',B. Frei mi .. . Z - Owner. Owners'Name' ; infarmatiomis ,required for every Barnstable: _ MA_ 02630 J.iane°15, 2012;.i page; Clty/Fown _„ State: Zip.Gode Date;;of Inspection ky B. Certification (cont.j Inspection Summary:Check 4,-13'. or E 1 always complete all.offSection A) :System Passes` I'have no#found any information which Indicates that any of the failure:criteriaidescribed i In 3.10 CMR 15.303 orin 3.10 CMR 1'Si304 exis#. Any failure criteria not evahiated;ace sti ,,t;r , ;indicated,`;below. Cornmenfs - � .tl,., Inspector`s"Note-=> These ptic system described herein is deemetl to pass this Real EsfateiTransfOr - . Inspection If it does not meet any of"the failure criteria enumerated In"Section D on pages 4-5. The ` -scope of this inspection is limited to health and environmental compliance and'thetseptic system'has„ been evaluated according to the:conditions ob'served:o;nrthe day it'was ins,'pected• N estimate or' guarantee of systgrnjongeuityf is made or'irnplied,by a passing'determination;, B:} System,Conditionally Passes: O.ne or more system components as,descrlbed9m,the,"Conditional;Pass sectlon need,to be replaced or repaired The system, upon completion of the replacemen#;or repair,,as,approved.:by theBoard of Health, will pass Checicthe,box for"yes", "no''or`"not tleterminetl""(Y, N ND)for=the.following`atatements: f"not determined;L" please exp{air g. .ax.. F. ., The septic tank is metal antl over 20 years old*orb septic tank(,n hether,metal 6ifinot) s structurally unsound,'exhibits substantial mttltration or.exltration or:tank:failure is-'imm'inont ,System will pass Y inspection if the existing,tank is.replaced'with.ammolying:septic tank.as approved by theBoard',of Health:. A metal septic tankwill passAnspection if.it'is�structurally�sound-i not leaking and a Certificate'of; Compliance indicating that-the tank is less than.26vears old i`'s available. ' ❑ Y`' ❑ N ❑ 'ND (Explain below) �i . r t5ins:+9-1li0; Tittiz o}ria Inspoction Form?Subsuiface Seviabe Disposal gstam Page;2mf 17 Y- 'y? =""C e�',ji Sy i+�A,7 A�v.:•. } ,r -f. }l1'x*x YYv'- Gommonwealfh cif Massachusetts' .' a= 3 Tittle 5 Okfficialmh�spectton ®r y ' , f ; rrif� SubsurfaceSewage DisposalSystem Form=Notcfor Voluntary A sessmentsx ra ,- : : _ Prope_ity Address Edith B. Merz aka Edith B Frei: :_Owned'. Owner's Name information is 23required foreverta bleBar'ns MA 00. page:_ CirylTown; ,_m: - State-: .Zp'Code-, Date of inspedtion B. Certfioafion System;,Corfditionally Passes'`(cont) c a _ •: Observafign o, sewagg backup;or break out or htglS;static water;level ih-the distribution box due to broken or obstructed pipe(s)3or due;to a broken, settled or uneven distribution box. $ystem'will pass inspection#if.(With-, pproval of Board'of Health} .: i t .r,.. ❑ broken pipes)are replaced.' ❑ Y ❑ N ❑ ,ND;(Explan below)* ,r Y ❑ N ❑'' ND.{:Explain below): ❑, obstruction fs,removed, ❑ disthbuti6h box is,leveied or replaced ❑ Y ❑; N ❑ ND (Explatn below<) . The-:system required pumping more than 4 tunes a:year ,due to broken or obstructed pipes) TFie: system will pass;:inspection if,(with approval of the Board of;Health,): . El „ ., P pe O _re P ❑ Y' El N ❑ ND„(Explain below-): broken i s are laced ;ot.structio:n is removed ❑ Y N [Q ND.(Explain below)' , C) Fufher Evaluation is.Required by'rthe Board of Health. ={t; 7Conditi6ns;exist,which require;furth evaluat gn by`the Boar•tl of Health.in_order';to determine,if' thesystem'is failing to.protect.public health,safety or the environrri{ent. 1 System will pass unless,Board of Health�determtnes`in accordance with 310 CMR Y 15'303(1)(f )that'the system is not-ftanctioningyin_`a manner which will protect public health, ssafetythe environment:. ` ' - = MCesspool or privy is within 50 et of fe a surface,wafer . J.` l•.1t�4 Seca # :. • - ❑ aCesspool or privy is within 504'eet of a bordering vegetated wetland or asalt marsh t5fns nro _ 4, rue i i 5 Offie a nspeclion Fonn Subsurface Sewage Disposal Sysfeftt•Page3,of t7 Commonwealth Of Massachusetts — Tstte 5 ff�c�aI:nspect'o� F®rr� Subsurface Sewage Disposal S,ystem�Formz Not for,UoluntarywAssessinents' M.w 2519 Main`'Street Route 6A Property Address Edith B._'Merz aka Edith.B .Fei _ own!- O.wner's..Name information is required:for eyer Barhsta.ble MA'. 02630 June'15, 2012 Pogo: cityfrewn i State Zip Code- Date of Inspection. 2: `System will fail" unless the Board of Health.(and PUBIC Water Supplte"r;`if any)` determinesthat°the system is"functioning,in'"a"manner'that"protects the public health, safety and environment',, The system has a septic tank":and sail absorption system"..(SAS)and the'SAS is within 1;0,0 feet of a surface water;supply or tributary to a su, 6c ' titer supply: ❑ The system;has a septic an and SAS and.'.the SAS issw in , Zone 1;of a,publid ate'r supply.. The system`has a septic tank`and SAS and;"the SAS;is twithin 50`feet.of a private:.water The system has-a septic}tank and SAS andrthe SAS is,less than 1 OO.feet but 50'feet or more from a private water supplywell*'. Method,used to determine distance: - **Thisaystern passes if the well.water analysis", performed at.a DEP certified labo`atory,fior fecal .coliform bacteria indicates absent and the,presen'ce of ammonia nitrogen and nitrate nitrogen Is equal to'or less.than.5;ppm; provided„thai no other.failure criteria;tareariggered."A`copy"of the'analysis must' ?be.attached'to this form. I Other: D)` ;$ystem Failue.C.riteria Applicable fo=All'Sysfems: You must indicate•"Yes"or";No"to,each off,the followin'g,for allapspections , Yes No _ rBackup of sewage into facility or.system,cdmponent due toR:overloaded':or clogged7SAS or'cesspool" i 3 `F..' gi r DEl Eischarge or ponding of effluent to the surface,of the ground or surface waters due to an""overloaded orcI"id SAS or cess ;ool p- Static,liquid level in the- ,istnbution box above outlet invert due to an overloaded' or,,clogged SAS`or.cesspotl Liquid depth!'in cesspool' lessihan 6",below i%nvert;or avallaf le volume Is+less than'%Z da-y`flow 15iris•'11110 Tide S;Otficial lnspec(ion Form 5ybsUrfaceLSewage pisgsal.System P.ageAW 47 Commonwea"Ith,of Massachusetts,- #" ,. ►i w «' Title ,0:fflcral lnsp -coon Ftorrri Subsurtace Sewage Disposal SystemM1Form-Not for Voluntary Assessments " • y` 25.19_:Main:Stredt.=:`Router.6A. , Edith B Metz akaEdith B ,Frei. Owriei Owner s Name ` information is requiredfor"every';, Barnstable' MA 02630; . June 15, 201.2 `pag,e;- Clty/Town - State Zip Code;. Date of jq pectio'n;_ B. Certification (cont Yes: No _ Required pumping more than 4 t►mes rn,the last year NOT due;ao clogged;o obstructed pipe(s).'Num,bervaf tunes, pumped ._ - °❑ portion;of`theSAS,'cesspool or:privys below high'groundwater°elevation: ❑ - ® Any portion of ppsspool or pr'ivy is.within 1 Oi3 feet of a starface.water supply`ot: tary to a surface,water supply:,;` ❑; ®; %hy;portion dfa cesspool�o,r fi y Mithin:,a Zone 1 of`a public well: ®; Any portion of`a cesspool or pnvyr is within 50 feet of a"private water supply well. :0. :Any,portlon of;a cesspool or;privy is less than 100 feet but greater,than 50 feet from a;�private water supply well with no acceptable water gtaality-analysis [This - system_passesj the well water analysis,:peiiformed at.,-a PER,certified: ]aboratory,for fecal;coliform bacteria Imd�cates absent and`the"presence of.ammonta nitro en and nitrate nitro en is a ual to or less than 5 9 q ppm provided that no other failure cr►ferta are,triggered._A copy of theanalys,is e-;and chain of°custody must,be attached,to this form.]' 'The s stem is a"cess ool servin a facllit with,a desi n;flow of 2000 d c Y . p 9 .: Y 9 9P The sy_"stem fads I have deCermined that one or'rnore of the above failure ❑` ®� criteria exist as described in 310 C.MR 15..303,Ftherefore`�the system-fails The ,h e ystem owneshould contact.the,Board of Health;ao determinewhat will be: - ;necessary, to correctthe.failure: .' :. - E) Large systems 'To be considered a"large system the;system must serve,a faciUty with a. d..estgn:;flovr af'10,00J gpd to 15,0.©_0 gp'd:'; .• .._ ,< For large systems, you must indicate either"yes",or"no"to each of#hefollavvirg, in-addition;to the` `questionsI Section Yes No 0 ;❑ the sysf ern,ts witjn•400 feet of a surface drinkrng water supply ❑ ❑ '° the system is within 200 feet of a tributary,,fo".a surface`drinking water upply :the system is locatetl in a nitrogen sensifive area (Interim Wellhead_ Frotection ❑ . Area"=IIWPA :or a.rria ed Zone II_;of a :ufjlic•water'su I_ well. ._. pP _ p pp Y If;you have answered``yes" to any question in Section E the system is considered a significant threat; or answered "yes" mSection`D above the large system has failed The-owner;or operator of<any large. system considered a significdM,tbreatunder Section.<E or failed under Secttori;'..D sliall'upgrade the systems n accofdanc"tl afO`GMR 15 a Theaystem';owner`shou�d:.coritaet the_+appropriate regional office'of'the Department: - ;l5ins 11H0 - LIIejS Official Inspection Form SiibsuAace Sewage Disposal Sysfe_m•:Pago 5 ofr:17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2519 Main Street-Route 6A Property Address Edith B.Merz aka Edith B. Frei Owner Owner's Name information is required for every Barnstable MA 02630 June 15,2012 page. Cdyfrown State Ztp Code Date.of.inspection C. Checklist Check if the following have been done.You must indicate"yes"or"no"as to each of the following: Yes No ® Pumping information was provided by the owner, occupant, or Board of Health El ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ z Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined?(If they were not available note as NIA) 2 ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components,excluding the SAS, located on site? ® ❑ Were the septic tank;manholes uncovered,opened, and the interior of the tank Inspected for the condition of the"baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has. been determined based on: -' ® ❑ Existing information. For example,a plan'at the Board of Health. El Determined in the field(if any of the failure criteria related to Part C is at issue ® approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): 2 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 gpd Wins•11110 SiVe S Olriclal Inspection Form:SubwA Sewage Disposal System Page 6 or 17 C'Ommonwealth of Massach`usetfs •- . _ r Title 5 Off i.c�a11}r�s.p.ectionF�rr Subsurface Sewage Disposal,_y fn Fo re Not for Voluntary Assessments: t _ - «� 2519 Main-Street-R6ute6A Property Address Edith B.Merz aka'Edith B Frei �y Owner _ r. Owner's Name inforrriaton is - regwred'forevery Barnstable ` + MA;= "02630 June;:15,.20_12' ,page: City/Town: State`; Zlp Code. Date;of.Inspection D .System Informat1,n bescrip,ion:" Num'ber,,of current:residents goes residence,have:a garbage grinder?' ❑ Yes,Z No is laundonsepatewagesrya Yes ®el No Laundry system nspected? ❑ Yes ❑ Nor ® Yes• ❑ _No Vllater meter=readings, If�avallable(last,2 years usage (gpd));. 26 gpd` _ Detail: 2010, 2011t. - Sump-pump? ❑ Yes, No w: . Fs 'Last date of.occupancy: - 3 yearsa o'Date Commercialllndustrial Flow Conditions , TYPe of Establishment: Design flow'( ased on 310 GMR 15 203): Gauons penday tged? Basls;of design flow(seatsLpersons/sq:ft., etc,): Grease;trap present?'= ❑ Yes ❑ No, Industral waste holding tank present?' ❑ Yes ❑: No Non-sanitary waste discharged to the-:Title 5 system?" ❑ Yes ❑ No INaterm fa "I eter,readi' if lable:,; l5ins 1;1110 7ille S;Otiiaal Inspection Fonn;Siibsurlace SeWb Disposa]Zptam Page 7 of 17, __ Y Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2519 Main Street- Route 6A Property Address. Edith B.Merz aka Edith B. Frei Owner Owner's Name information a Barnstable MA 02630` June 15, 2012. . required for every page:. City/Town state Zip.Code Date of Inspection D. System information (cunt.) Last date of occupancy/use: Date Other(describe below): General Information -- Pumping Records: Source of information: Was system pumped as part of the inspection? ❑- Yes E No If yes, volume pumped: gallons How was q uantity pumped determined? Reason for pumping; Type of Systems Septic tank,distribution box, soil absorption system 0 Single cesspool ❑ Overflow cesspool Privy El Shared system(yes or no) (if-yes,attach previous inspection records,if.any) ❑- Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the UA system by system operator under,contract ❑ Tight tank.Attach a copy of theDEP approval; Other(describe): t5ins•11110 Titte 5 Official Inspection Form:Sutmdece Sewage Disposal System-Page 0 of 17 Commonwealth ofi:Massachusetts } Title 5 Offidi", I�r�s�efct'on�}F�rm Sub"surface Sewage°D�Sposal°System Form`;- Not for}Voluntary AssesSmerits - m 251�9Mai.n Street;`Route:6A; Y RroAerty;Address, Ed'[th:B. Merz,akaEdith..B `Frei - Owner OwneYs-Name., • information-is, Ba�nstabie:< MA: 02630 June,:15,.2012 requiredLfor every, page: CityRown State' Zlp Code: Date of lnspeon D: Systeri� I nforlrnat>on .(coat j ._ a Approximate'age,ofall components', date:installed (if'known) and"source of.`information: Age: 20+years ,,ertificate,of compliance!for:new:systern was,issue6,21104992 rm2(Peit# 70::at Health Dept):; - - VlJere>sewageodofs:deteeted when arriving at the;situ ❑ Yes' No Building Sewer.(locate on site:plan) . - 2 Depth belcw•,grade:' feet: - Materiafi of construction; -�cas(Iron ® "I PVC ❑ other(explain) r �tRistance from`priyate'water;supply"well s• }feet., Comments,(on condition of'joints, renting,evidence of leakage;; Cast iron sewer Ime in cellar appears structurally sound:with no.evidence of leakage;or backup into dwejling•. Septt IoR(locate:on site`plan):; Depth rbelow'grade:. 15 _ feet; _ Material of construcf►on: O concrete: ❑ metal; 0 fibefglass ❑.polyethylene ❑,other explain); if tank is metal; list age years; Is age.confirmed by'-'- Certi#cate of:Compliance1`(attaeh a copy of certificate) ❑ Yes, ❑ No 6 100Q;gallon:tank Dimensions: _Sludge.depth l' l5�ns :1,7L70 Till e S,Offeial Inspection Farm:Subsurface,%va a disposal System Page:9 of`7T i - ._ Commonwealth of Massachusett"s u _ Title '5 Cfficialralnspect�i+�n F,orri� Subsurface.Sewage DisposaLSy`stewFormi°.Not for.Voluntary,Assessrnents 251.9;`Mafn.,Street.= Route6A> Property Address _ g Edith. B. Merz aka'EdithB Owner. Owner's Name information is Barnstable: MA 02630 June.'15, 2012'" requ,red<:for.every Qit/T6wn; - State;; Zi 'Code; Date of„Ins ectlon pagE. Y,..: P P D. SysterTn In,fo.rma'tion (coat.) ' _ 0' - x septic:Tank (cont.:) Distance"from°top of sludge to bottom of outlet teelor baffle Scum thickness ,..r Distance from top of scum,to top of outlet fee or baffle , 10.i'n Distance from bottomof'scum to botfom,of outlet�tee.or,baffle 14.in How were,dimensions determined? As Quilt card �. �. Commenfs (on pumping recommendations, inlet--and outlet tee:or baffle dition, sfructural Integrity, . cond [iquidAdvels as related to outlet invert, evidence°:of leakage, ete;): Pumping is not:required at this time, but maintenance pumping is recommended a very 2-4 years. Tank'and tees,appear structurally,Ro antl functioning as intended:, No evitlence:of leakage m or, out was':observed, Grease:Trap G ate-,,on-.'sits plan);: Depth below'cra'de: .. feet,.. Material of coristruetion g Y t P ). concrete ❑ metal ❑ fiber, lass: 0 polyeth Gene ❑ other ex lain Dimensions: Scum tlickness Distance from top.of'SCUM"to top of`outlet Distance from'bottorn'of scum ib�bottorn.ofaoutletaee.or..'baffle F ` pate:of last,pumping date, t5ins';:11119 jigs 5 0Mcisl InspbM6n Form:Subsurface Sewage.Disp6W':System.Page 10'of,17: Commonwealth ,of.ltilassactiusefts ;' ° : •;.� e Tit1el 5 0-1 ii `idI In pe.ctYi:on 'F®�rri� , e SubsurtaceSewage Disposal;System'::Form Nat for Voluntary Assessments:; -„ _ : . . 1A 25,,T gin Street. Route_6A: - Prope[ty Atldress EdlthB.MerzJaka_Edith.B Frei Owner Owner`s Name.; - information Is Barnstable: MA. Q26,30 June`1=6, 2Q:1:2 required for eyery PAP.. CitwTown State- Zip Code: Date'o$Inspectiont D.,System Inforirnatioin (coat.) Comments (on pumping recommendations; Inlet and outlet tee-Pr baffle;condltibhAtfUdtutal integrity, liquid levels as`related to outlet invert, evidence of eakag0, etc r= .. Tigr'Holdin T nls..g ank (tamus ht o t be pumped at M me i of inspection} (locate on site,plan): Depth,below grade. Material of ton S.pggion: El con.crefe ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain}: Dimensions: Capaelry:- gallons;- - --. Design Flow: gallons per day. Alarm resent: p Ti Yes ❑ N:o Alarm level: Alarm in woikinr odr.r s.. _... g ❑ Yes No: Date of;;last pumping: .Date:: Comments (co`ndition-of alarm and floatswitches etc.): Attach copy,;of current pumping contract;(required). Is copy,atfach'ed? O.Yes ElNo. IStns 111,10: Title 5 olriciel Inspecllon Fomt Subsurface Sewage'Oisposal System `Page 11:or 17T Y� Commonwealth bf.:Massae, use, _ --irr F Title 5 fficiaO Inp,ectonrForr Subsurface Sewage;D sposaL Sysfein,F.orm .Not for l/oluntary tsessmerits�-, 251;9 Maln;:Street- R"oute,,.6A Property Address Edith R-Merz,,akar Edith Owner,. Owner's Name information Is required for every Barnstable t MA; 0200 June l 5f 2Q12 page: Cltyfrown. State' Zlp Code Date°of lnspeeliorr: D, Sysfiern tnfolrmatio;n (coat:) �.- r. _ _ Distk6utt0n Box(if.,presen#must be opened) (locate on site plan),' ° a 'Depthof�liquid.level above rt:outlet inve at outlet inverf C.omments.(nate if box Is-level,and distribution to outlets equal, any,evidence`of;soldscarryoner;,any evidence of leakage Into or ou"t,ofbox,:etc.): D-box=appears striacturally'sotand wifh no:e>!iderice of IeaKage:in or out Few?solid`s;in sump: `Pump Chamber(locate.,on`siteplan); ;Pumps in working order: 0 Yes - ❑ Ab Alarms in'working order`. ❑ Yes ❑ 'No Comments (note con_dition of pump chambe( condition of pumps and appurtenances, etc:): 'Sod Absorption System (SAS) (locate".on site`fplan, exea"nation not:required)- If SAS not.lo.cat0'.explain,why:, t5ins•11110 T Dispose)$ysto itlo,S.ONicial Inspection Form:'5u6suriace Sewage r Pago 12','or 17 Commonwealth of.M ass achus;eits r Title 5 C3ffic�ialInpction �orr Subsurface Sewage Disposaf Systerii Form: Nof`for Voluntary Assessments 4f!" " ' 2519 Main Street=Route:6A . _ Property Address, _ Edith B _Herz akai,Editha3: Fr-e _ Owner Owner's Name;- - - - information is required"for eveiq ,Barnstable' _' MA 02630' June;;15,30.12 -,. page.- CityLTown' State' ZIp Code Date i f Inspection D 'System Information l e: ® leaching Its number: 0 tea ching'ch'ambers number: , leachin allenes number,: 9 g. leaching'trenches number; length: ❑ leaching fields number, dttnensions _, ❑ overflow1cess0,001 number: ❑' innovative/alternative system' - TYPe/name,of technolog,y:;. f} SGomments (note'condition of soil, signs of"hydraulic failure; level of ponding, damp•soil, condition'of vegetation.,;etc.). Soils above,leaching;;pit,appear unsaturatetl No`evidence of surtace.ponding, breakout,.liash vegetation, or othef evidence of hytlraullc farlurewas observed: A bucket of:water was poured mto• the distribution bax arid was obsen�ed to pass through in a rap d,ana unobstructed manner, and ',could `be heard splashing down into the leach pit.. Cesspools (eesspgol'must be pumped as part`of inspection} (locate on site`plan): Number and.configuration Depth—top of iq-p-d'to4rnlet"invert,. _ ;Depth�.of solids layer--- . ' - Depth of scum layer. ._ . LL ;Dimensions of,cesspool Materials,of construction- In-d tion of groundwater.infilow ❑ Yes ❑, No t5ins 11H0 ' Title 5 Official Inspection Form^Subsurfacei5ewage Disposal System' Page 13;of 17 x., Commonwealth of Massachusetts Title 5 Official icial Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 2519 Main Street- Route 6A Property Address Edith B.Merz aka Edith B. Frei Owner Owners Name information n dfor s Barnstable MA 02630: June.l k 20.12 requiied.for every page. CityRown State Zip Code Date of Inspection D..System Information (cont.) Comments(note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.).- Privy(locate on siteplan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc. thins•11110 Title 6 Official Inspection Fom1:SubsuAeco Sawago Disposal System•Page 14 al.17 . _ _ - �., `T- WK --mot --_-."�; OWA -' ' ' .� - "" - .E�.'` _ -sue .-_.� d }.�' �.{ Commonweaith'hofiMassachusefts � t to �.. �...�,.-sue._° .�••.-tea�a t.^z.--.;. �-""`.ha. sRiq.,� ��r�'.>w -"3 � -��, ,'x=� ,�" _. Title 5 ®ffibc'��41 1nspeOtt t � �F Tr s Mk 147� il °Subsurtace'Sewage Disposal System Form? Not for.Voluntary Assessments _{ t Mam'Street •Route°6A . Y Property Address ~; = a4 _ fi T f :Edlth�B iVleiz'aka EdlthjB Frei ems Owner ;owner same �z l s z" S v informatioriYis - required for every, Bamstabl m _ z ,�.._;-, MA. 02630 ,June 1i5}2012 - Y `" r page - g CftylTown ry - State Zips Code-: Date of',fnspection E p Syste'm Infolrmatllgwn 6orit j ° r�lit • Y� -E Xc - R 4�— z4�' :.M ra.. Yam.. - Sketch<Of Sewage Dtsposa[tystern Provide a view of the sewage disposaltsystem,w ncludingJties to- at least-two permanentreference landmarks=or benchmarks 1Locate allwells wthm100 feet=Locate: where piablic•water supply enters thek.builtlir%g Check one of the�bbk&s below ® hand-sketchtin 'go he,area below - 0'.drawing attached separately " ' x .! ct LL• y grS'�Y '.' yt• K� '•'s> Y3E �5j ' 4rIV7 !--•r''#•-" s`` s' _ nit r� r '�r , i 3 'Ir r ' ' •- .. .., r}yT{^.•'Z•-'�sa"'���'' c _ xF�,. l. .ti j.�cfi .ter + cf.ut�-' :tt'i t M lit ry >t - _ ; .Y L 1 w. - 4;�'''x..r; .1<'• �'• F -.FJ$its � 7i c��"i ^itl".a-'"i a.. ,«e ,.. --g. _ _ .``. - �j��•7 c3'iE.r"„r� V.,� v.-#i t�`.� ��,�� ..t-- w;t +•t ��� �a r _ -:- .. :..._ ..t - - .0- }. - '••a�`—! ,."'^y J .f 3,�.'.'S k "� 'F `_P �.r Y ^�•^;"d ! _ _ � S ._-T-'T J _ „ r s »3 rl! ':* t5ins 4.1J1Q � 'A4 x+" : ,rw 1 i Titlo 5 Offaal'Inspection Form.Subsurface Sewage Disposal System;•page 15 of 17 w. _ Commonwealth a Massachusetts = r f 2�93. :. Tale 5 0.,�Ew O�aEI� In, peactoon _.�' x x 3ubsurfaceiSewageDisposal,iSystem:°Form.=NotfofruUoluntary' Assessments +, t� 2519.;Mai'$treat:-::Routes,6A. ,Property Address 4. d irfi• y,f.� .Edith'B MerzakaEdith,B,Frei f .. s Owner . _ „ �,Owner's Name:. information is _ required for every ' Barnstable.= :MA,'- 02030 JUne'>15; page. Ci /Town '�" °" State>, Zi Code 0 te:of-'Ins ecEion• '` - .h' P P D. S:ystems I,Inforlmation ,{cont) ttae,} ♦ � �. R'4 '� S tt Or `'P�'*xC�; ` ..s a �^ �p _`•� r iF' "j„a.M 1 e Check Slope- El C:heek cellar 0 Shallow wells Estimated depth to hgh�ground'water: - �- w -.--• ••.-• 20+ - feet Rib ase indicate ail m'ethods;used to determine the high:g,round,water'elevation: El Obtainedfrom system design`plans on record If checked, date'of design plan reviewed: date W f 0: ' Observed site-(abutting;;property/observation;,;hole,within '1,50 feet of SAS) Ehecked w h local Board of Health explain: x .# }. fi Checkedwith'local excavators,;installers-(attach d'ocurne'ntation) _ ot$, < _ , a Acces"sad'USGS:database explain::. f. Barnstable G$.-be' partment records,. You must describe how you:estoblishetl:tl eaiigh'ground"W.ater.elevation: Town,of`Baenstable GIS,Departrnent records indicate that the,property=is over20 feet_above grouhdw.at&'table: t Before:fiing ahis InspectionReport, pteasesee Report Completeness.ChecRhst on next page:: l5ins•'111i0' TRW 5 DNicial Inspacti6h F6rn:'Sutisurfac©'Seivage;DisQo§al System`>:Page 46'6f 17" Commonwealth of•Massachusetts Title 5 Official Inspection F®.rr� Subsurface Sewage.Disposal System Form Not for Voluntary Assessments 2599 Main:Streef= Routey6q P[opertyaAddress -- - Edith'B Merzaka:,Edith:B.J r.•ei Owned. Ownerr"s Name, information is required for'every Barnstable MA - 02630` June<`15, 2012, page:. Clty/Town _ State;; Zip Code. Date:of;lnspection - - E,. Report Completeness xChecklist In'spectiori Summary. A..B;C, D,or . checked; ® Inspection Summary D (System Failure Criteria Applicable,;to All Systems)completed Z Systerri,Information•=Estimai deptY to hig,,i groundwater Sketch.of Sewage DisposaCS.ystem ei#her drawn on,page 1;5 or attachedd separate file: o , lSns 11L10 7ltle 5 Ofriaal Inspection Form Subsurfaw Sewage Disposal System•Page,17 of 17_ , a -66 EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 10/09/2012: _ 4f I. Subdivision#822 (Preliminary Plans): Dan Ojala, Down Cape Engineering representing Edith Frei and William Riley, owners, Preliminary Plans at 2519 Main Street, Barnstable, Map/ Parcel 257-010, on public water and possibly private wells, on-site sewerage disposal system and is not in a Groundwater Protection Overlay District. APPROVED WITH CONDITIONS. The Board voted to approve the preliminary plans. If public water is not available, as the public well connection is under the road which Mass Highway just repaved, then they must come back to us with a master plan showing all the wells and septic systems for each lot prior to the Definitive approval. a . 02 6 Town"of Barnstable -- .5 Growth Management Department 367-Main� Street,.Hyannis.,_MA 02601 —Jo Anne Miller Buntich, Director.- .. .. - - . www.town.barnstable.ma.us/growthmanagement � Regulatory+Review Services 200 Main Street, Hyannis, MA 02601 Phone:(508)862-4.682 Fax(508)862-4784 November 20, 2012 To: Board of Health -Thomas McKean, Health Director Conservation Department Rob Gatewood, Conservation Administrator Department of Public Works/Engineering- Roger Parsons, Town Engineer Department of Public Works Charles Genatossio, Tree Warden Barnstable Fire Department.—.Chief, Frank.Pulsifer Barnstable Water Department—Jon Erickson, Manager Old King's Highway,Historic District Committee—Chairman, Carrie Bearse School Administration Department— Mary Czajkowski, Superintendent of Schools From: Growth Management Deparfinentc" �U Reference: Preliminary Subdivision No. 822 —2519 Main St., Rte 6A, Barnstable,.MA William Riley- Request for Recommendations or Comments On behalf of the Plannin Board and.in'accordance with the Board's Rules and Regulations, I 9 g , am forwarding a preliminary subdivision plan application for your review. This preliminary subdivision application request-was,submitted by Daniel.A. Ojala, Down Cape Engineering, Inc. on behalf of William Riley, as shown on a plan entitled "Preliminary Subdivision Plan of Land in Barnstable, MA#251.9 Main Street, Subdivision#822 prepared for William Riley" dated September 27,,20.12,last revised November-15, 2012. The preliminary plan proposes to create six lots from the existinTparcel', Shown on Assessors Map 257 as Parcel 010. The parcel is located on Route 6A '` West-Barr b , ' st west.of.the railroad bridge. A review of the preliminary plan will be held at the Barnstable Town Hall; 367.Main.Street, Hyannis, MA, Hearing Room,2". Floor, Monday, December 10,'2012,at 7:00`PM. .Please forward any recommendations or.comments you may have to the Planning Board office"prior to the hearing. Should you have any questions, please contact Art Traczyk at 508:862.4682, Elizabeth Jenkins at 508.862.4736 or Karen Herrand at 508.862.4064. Attachment: Application&Plari -- ' Copy: Planning Board Preliminary Subdivision File 822 Matthew K.Teague,Chair,Barnstable Planning Board I JoAnne Miller Buntich Director,'Growth Management Department Dan Ojala,Down Cape Engineering,Inc. r �. Town of Barnstable Growth Management Department Fa �•� 367 Main Street, Hyannis, MA 02601 —Jo Anne Miller Buntich, Director J www.iown.barnstable.ma.us/_qrowthmaneigement Regulatory Review Services ' 200 Main Street, Hyannis, MA 02601 Phone (508)862-4682 Fax(508)862-4784 November 20, 2012 To: Board,of Health -Thomas McKean, Health Director Conservation Department— Rob Gatewood, Conservation Administrator Department of Public Works/Engineering—Roger Parsons, Town Engineer Department of Public Works—Charles Genatossio, Tree Warden Barnstable Fire Department. -.Chief,'Frank Pulsifer Barnstable Water Department—Jon Erickson, Manager Old King's Highway Historic District Committee—Chairman, Carrie Bearse School Administration Department—Mary Czajkowski, Superintendent of Schools From: Growth Management Departments" Reference: Preliminary Subdivision No. 822 —25.19 Main St., Rte 6A, Barnstable,.MA William Riley- Request for Recommendations or Comments On behalf of the Planning Board and in accordance with the Board's Rules and Regulations, 1 am forwarding a preliminary subdivision plan application for your review. This preliminary subdivision application request was submitted by Daniel A. Ojala, Down Cape Engineering, Inc. on behalf of William Riley, as shown on a plan entitled `Preliminary Subdivision Plan of Land in Barnstable, MA#251.9 Main Street, Subdivision #822 prepared for William Riley' dated September 27, 2012, last revised November 15, 2012. The preliminary plan proposes to create six.lots from the existin cisl; sho on Assessors Map 257 as Parcel 010. The parcel is located on Route 6P� ' est Barnstabl ,just west of the railroad bridge. A review of the preliminary plan will be held at the Barnstable Town Hall; 367 Main Street, . Hyannis, MA, Hearing Room, 2". Floor, Monday,December 10, 2012, at 7:00 PM. Please forward any recommendations or comments you may have to the Planning Board office prior to the hearing. Should you have any questions, please contact Art Traczyk at 508.862.4682, Elizabeth Jenkins. at 508.862.4736 or Karen Herrand at 508.862.4064. Attachment: Application&Plan Copy: Planning Board Preliminary Subdivision File 822 Matthew K.Teague,Chair,Barnstable Planning Board JoAnne Miller Buntich,Director,Growth Management Department Dan 0jala,Down Cape Engineering,Inc. v Sip 27, 2012 8: 52PM Kenneth D. Pal iv�j 617-964-3555 pa.ge' 1 SUBDIVISION REGULATIONS TOWN OF SARNSTA&E SUBDNISICN RULESAW REGULATIONS FORM B APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY PLAN Elate: 9-27-2012 Subdivislon fir To the PWO4 Board in the Town of Bamalawe; The undaraWM authorized applicant(s)or owner(e)of S*the land shown on the emorrWong Pmininary SutocM m on located and deeathed ee follows: Preliminary Subdivision Plan of Land" in Barris tab.le,._:-MA Main a re are or i 1am A.-Riley et.ui. Flan Dale.��,�2 7_7 2 Amewoes Map and Penal NwiWa): 2 5 7 10 'coning: RY-2 Area:y .2 5 a c Number cf lots; 6 +RG Orewnay: Daniel A. O 'ala PE, ;PLS down ca a en ineerin inc. Addreae:'__939 a�n St. Rt. ba Y hport N1A 02. 75 Phone: ( 5081 62- 541 downdaipe@downcape, cow hereby su bnd4 such plan as a Prdmtnay SubdvWm pin In a000rdum with he Ft ules and Regufetlararof the 6arnstabte Planing Bead, The underslgneft tkb tc said land is derived as fellows: deed book 26616 pg -24 5 PLEASE COMPLETE THE FOLLOWING I. Accws to the development b Pmposed from the loibwng sheet("): Proposed road off Rt. 6a, 2 Have any of the a loads p� y a�a Rpads X yea —no If yea,which one(aj7�0p0 6 a (M"adi IZ' S Cere a t) ? 3. The development will be w#W by N*wow Su x` Prtwmweaa. (possibly) _ Town Seweis X On-Sb Sewage Disposal 5ys9ams _ Padwga Sewage T1e4lmentFacrltly 4. Is any part of be development withn the fonowing Gnwndwater Ptotecilm Overlay 61apfols of the Zoning Ordinunw? GP—yes?t no . WP—yes X no 5. Are there a. Any wetlands or Wand wale bodles ca ft s*? yae X no; swo Is area. 801 Attachment 2:5 11-01.2004 _.r. � r pep 272-b12 8: 52PM Kenneth D. Polivy 617-96�-355� ,p��.e 'z y. BARNSTABLE CODE y: b. W e lamb or intend waWbod so wtM!n 200 W of the peft9Wer't 6. Is any of the site wdhln he FEMA 100 year flood pWn: yea x no MINn the 1 M-50D year food plain: x no Wlthfn the 100 year Veto*Zone; yes no 7, is the subdivision Iry a M bbt District x yea _no 8. Is the subdlvWon In a District of Crffal Pietudng Cwmm as deegnMed by to Cape Cod CMTMRlon: yes x no . 9. Is the eubdivlsfon located In an Area of Critical Environmental Conoem; _yee x no 10. Is the subdlvieion located In a Critical Habitat sa deelpmosid by are 1990 APCc pAkdon'Cope Cod C i6cal habitats': yes X rm 11, WIII the subdm"cmkm to a the requirements of tits twbdlvhdon Riles and Regulations? yes x no If'no',attach a pat of waivers required. To the bast TWWP utsnilled herewith Is oomplele and emulate. sbnalIckv i liaCm A. Ri 0BOX 2120 Barnstable MA 02630T 5508-221-1380 enneth D. iolivyM71720 Gordon Road Waban, MA 02468h0lre Prhrl Name of Owner same as owp�ners . same as oln Address Telephone Print Nome of Ap*mt Ap ka is AWhoftotim,if rrat the owner n a tatfach eoov of wdift atdhort ration)) Plan make chackpaysble to the Tom of8mraWs 801 Attachment 2:6 09-is.zaaa f 939 main street rt 6a'. .. ! _ tel. (508)362-4541 yarmouth port T j M A ` :)_ fax(508)362-9880. mass 02675 nee structural design civil engineers &land surveyors — Daniel A.Ojala,P.E.,P.L.S. ' �- Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court October 2 2012 surveys Revised: 11-15.2012 Andrew R.Garulay,R.L.A. Town of Barnstable site planning Planning Board 200 Main Street sewage system Hyannis, MA 02601 designs RE: Barnstable Subdivision#822 Preliminary Plan—Waiver Request Form inspections Dear Members of the Board: permits .Pursuant to § 801-5 Waivers,the following requests are made:. 1. § 801-29 (B) Sidewalks conditionally required. Sidewalks may be required by the landscape Planning Board on Minor A roads, but since this is an extremely short dead end road, architecture and only six homes are proposed,just two over a Minor B street where sidewalks would not be required, and to maintain the rural character of the area,a waiver is requested to not construct a sidewalk. It is anticipated that the paved road surface will provide sufficient room for both pedestrians and the motorists. 2. §801-26 (B)(1)Appendix Design Standards,Typical Road Cross Section Request reduction in R.O.W.width from 11' to 41' and overall pavement width including berms from 22' to 18'. Requests made to reduce impervious area, disturbed area, and i to maintain the rural character of the neighborhood. An existing paved way of 18' is j adequate for up to 10 homes per§801-12, so 18' for.6 homes seems reasonable. 3. § 801-12 Sight Distances at road intersection.A sight distance of 350' for 30 MPH is required, the posted speed limit is only25 MPH,which would extrapolate to a sight distance of 290'.- With the modified alignment,existing sight distance measured per 801-12 is 354' to the West and 355' to the East. These sight lines are looking beside two 3' diameter trees which physically block the roadway and create a blind spot to the West respectively, so the trees will need to be removed as part:of the subdivision work for safety. To the extent that any waivers related to sight distance are deemed to be required due to partially blocked views by these trees, a waiver is requested until the trees are removed. Please note that the minimum stopping sight distance for wet pavements is listed as 150' for 25 MPH in the 1990 AASHTO Green Book,p.421 Sincerely, Daniel A. Ojala,PE,PLS Down Cape Engineering, Inc. 7 ��OF THE Tp�� Town of Barnstable BARNSfABLE, * Board of Health MASS. 039. Mpg s � PO Box 534,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayangi Paul J.Canniff,D:M.D. July 25, 2013 Mr. Matthew K. Teague Definitive Subdivision: 4 822 Chairman, Planning Board 2519 Main Street, Barnstable 200 Main Street Petitioner: William A. Riley Map 257, parcel 010 Land Surveyor: Daniel Ojala, RLS Dear Mr. Teague: During the public meeting of the Board of Health held on July 9, 2013, the Board reviewed the above referenced subdivision and makes the following recommendations: • Each dwelling shall be connected to public water. Each and every dwelling constructed within this subdivision shall be serviced by public water. • Two fire hydrants must be installed in this subdivision. • Any lawn area created must be covered by at least four(4) inches of loam. • All tree stumps,brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site•is prohibited. • The applicant must receive an Order of Conditions from the Conversation Commission, if applicable. • The Board of Health recommends that all drainage be contained onsite at each lot. Very truly yo , *ayj Miller, M.D. Q:\WPFILES\Subdivision822.doc r Town of Barnstable , :MUUMABM. Growth Management Department 367 Main Street, Hyannis, MA 02601 —Jo Anne Miller Buntich, Director www.town.bamstable.ma.us/uowthmanagement Regulatory Review Services 200 Main Street, Hyannis, MA 02601 Phone(508)862-4682 Fax(508)862-4784 July 02, 2013 To: Thomas_McKean,Heal.th_Di.rector_, H.ealth_5iv_isio.n Daniel W. Santos, P.E.; Director, Department of Public Works, Charles Genatossio,Tree Warden . o 0Ji Roger Parsons, Town Engineer Barnstable Fire District-Chief Frank Pulsifer. Paul B. MacDonald, Chief of.Police, Barnstable Police Department I -" Mary Czajkowski, Superintendent of Schools,Town of Barnstable w Rob Gatewood, Director, Conservation Division _ : Jon Erickson,Water Superintendent, Barnstable Water Department M From: A T aczyk, egul tory/Design Review Planner File:C rrespondence—2013-07-02-Transmittal Sub 822-Riley Reference: Subdivision No. 822 — Riley- "Aberle Way" Notification& Transmittal On behalf of the Planning Board and in accordance with the Board's Rules and Regulations, I am forwarding to you for your review an application for a definitive subdivision. The plan for this subdivision is entitled "Definitive Plan of Land in Barnstable, MA#2519 Main Street-.Riley Subdivision" prepared for William A. Riley. The plan proposes the division of a 9.24-acre parcel addressed 2519 Main Street, Barnstable, MA into six developable lots and creation of Aberle Way off Main Street (Route 6A) to serve the new lots. The subject property is shown on Assessors Map 257 as Parcel 010. A Public Hearing on this subdivision will be held at the Barnstable Town Hall, 367 Main Street, Hyannis, MA, Hearing Room, 2"d Floor;ivlonday,July 22,2013, at 7:00 PM. Copies of the application and proposed subdivision plan are available for review at the Growth Management Department, 200 Main Street, Hyannis, MA. Please forward any recommendations or comments you may have to the Planning Board prior to the hearing. Should you have any questions, please contact me at 508.862.4682 or Karen Herrand at 508.862.4064. Attachment: Application,Plan&Public Notice Copy: Planning Board Subdivision File 822-Riley—Aberle Way Matthew K.Teague,Chair, Barnstable Planning Board JoAnne Miller Buntich, Director,Growth Management Department Daniel A.OJala P.L.S.,P.E.,Applicants Surveyor&Engineer TOWN OF BARNSTABLE SUBDIVISION RULES.A EGUL_ATIONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN Date: JUNE 19, 2 013 Subdivision#: 8 2 2 To the Planning Board in the Town of Barnstable,the undersigned authorized applicant(s)or owner(s)of all the land shown on the accompanying Definitive Subdivision plan located and described as follows: Plan Title: Definitive Plan of Land in Barnstable, MA, #2519 Main Street Riley Subdivision — Prepared for. William A. Riley c Plan Date: 6/10/13 Assessor's Map and Parcel Number(s): Map 2�Parcel 10 Zoning: RF-2 & RG Area:.9 24 AC Number of Lots: 6 Drawn By: DOWN CAPE ENGINEERING, INC. Address: 939 MAIN STREET, YARMOUTHPORT, MA 02675 Phone: 5 0 8—3 6 2—4 5 41 hereby submits such plan as a Definitive Subdivision plan in accordance with the Rules and Regulations of the Barnstable.Planning Board. The undersigned's title to said land is derived as follows: DB 26616 PG 245 PLEASE COMPLETE.THE FOLLOWING . 1. Access to the development is proposed from the following street(s): MAIN... STREET (ROUTE 6A) 2. Have any of the proposed access roads been designated as Scenic Roads? X' yes no If yes,which one(s)?MAIN STREET (ROUTE 6A) 3. The development will be served by: X Public Water Supply Private Wells Town Sewers X On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4. Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone —yes X no WP zone_yes X no 1 ;j I 5. Are there: a. Any wetlands or inland water bodies on this site? yes total acreage x no b. Wetlands or inland waterbodies within 200 feet of the perimeter of the subdivision? yes x no 6. Is any part of the site within the FEMA 100 year flood plain? yes x no B flood plain? yes x no 100 year Velocity Zone? yes x no 7. Is the subdivision in an Historic District? x yes no 8. In a District of Critical Planning Concern as designated by the Cape Cod Commission yes x no 9. In a Location within a Critical Habitat as designated by the APCC 1990 publication"Cape Cod Critical Habitats Atlas" yes x no To the best fy knowlgdge the/ ormation/s�ubmy�7itt�eyd,herewith is complete and accurate. �1z 7!�>� 7Tg �/ C�G.`��V 544 Signature of Owner , Address Telephone ! Prim Name of,0wrier Signature of Owner ` ad di Telephone Print Name of Owner Signature of Address Telephone Authorized Applicant Print Name of Applicant Applicant's Authorization: File copy of notice with Town Clerk: File Definitive Plan with Board of Health Please make checks payable to the Town of Barnstable 2 tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth,port mass 02675 down nape efgieaeeriag:inc. structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court June 19,2013 Andrew R.Garulay,R.L.A. surveys Town of Barnstable Planning Board site planning 200 Main Street Hyannis, MA 02601 sewage system designs RE: Barnstable Subdivision#822 William A.Riley Aberle Way PROJECTED MAINTAINENCE REPORT inspections Dear Members of the Board: . permits The road has been designed utilizing the thicker pavement depths mandated by the February 2003 Rules and Regulations, and should maintain it's structural integrity for many years. landscape architecture Maintenance would include the normal mowing of the road shoulders and banks, snow. plowing and sanding,then sweeping sand off of the roadway after the last snowfall of the season. Any eroded areas should be repaired and.the disturbed areas reseeded and secured with jute netting as required. Any future pavement cracks should be sealed, and.the road resurfaced once the quality of the asphalt deteriorates to an unacceptable level of service. All utilities are to be underground.and will require minimal maintenance. The stormwater drainage system specified for the proposed subdivision has been designed in accordance with Town of Barnstable Subdivision Regulations and Engineering Department guidelines. The system utilizes deep sump hooded catch basins with secondary deep sump manholes leading to leaching trenches and pits to infiltrate the design storm on-site and to achieve the required TSS removal mandated by the State Stormwater Management Guidelines. The system has a failsafe.overflow to a natural dry kettle hole which is protected by a"no-fill" drainage easement. Maintenance should include keeping silt from the basins during installation and while there is active earthwork in the subdivision, installation of washed stone construction apron, and erosion control netting on all slopes greater than 10%. Once the site is stabilized,the filter fabric should be removed from between the frame and grates of the system. I The stormwater.management system proposed for the site requires the following regular inspection and maintenance to ensure proper operation and effectiveness, and should follow the stormwater operations and maintenance plan for the site, which includes but is not limited to the following: 1. It is recommended that the stormwater system proposed for the site be inspected annually, and sediment removed from the catch basins annually or when the sediment rises to within 24" of the outlet snorkel, whichever is sooner. The inspection should involve physically measuring the sediment depth in the catch basins of each system infiltration basins for solids carryover. If significant solids carryover is encountered,the leaching basin solids and leaching pit solids shall be removed and more frequent primary catch basin cleaning shall be scheduled as required to prevent solids carryover. The natural retention area should have any construction silt removed,reseeded as required, and should be monitored and the bottom shall be scarified and revegetated if water stands for over 72 hours following a rain event. 2. The roadway should be swept free of sand after the last snowfall of each season,on or about April 1'of each year. Sincerely, L C� Daniel A. Ojala P.E.,P.L.S. Down Cape Engineering, Inc. I , tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engifteefietg, inc. structural design civil engineers&land surveyors Daniel A,ojala,P.E.,PL.s. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court June 18,2013 Andrew,R.Garulay,R.L.A. surveys Town of Barnstable Planning Board site planning 200 Main Street Hyannis, MA 02601 sewage system designs RE: Barnstable Subdivision#822 Definitive Plan-Waiver Request Form inspections Dear Members of the Board: .permits Pursuant to § 801-5 Waivers,the following requests are made: 1. §801-29 (B)Sidewalks conditionally required. Sidewalks may be required by the landscape Planning Board on Minor A roads, but since this is a short dead end road, and only six architecture homes are proposed to be served,just two over a Minor B street where sidewalks would not be required, and to maintain the rural character of the area, a waiver is requested to not construct a sidewalk. It is anticipated that the paved road surface will provide sufficient room for both pedestrians and the motorists. 2. § 801-26 (13)(1)Appendix Design Standards,Typical Road Cross Section Request reduction in R.O.W. width from 50' to 40' and overall pavement width including berms from 22' to 18'. A compacted gravel base capable of supporting Fire Department loads is planned for a width of 22' pursuant to comments received during the Preliminary plan process. Requests made to reduce impervious area, disturbed area,and to maintain the rural.character of the neighborhood. .An existing paved way of 18' is adequate for up to 10 homes per§801-12, so 18' for 6 homes seems. reasonable, especially with the wider gravel base being proposed. oN OF Ati990A Sincerely, �� DANIELA. o OJALA U CIVIL N 1 No.46502 'Pow Daniel A. Ojala, PE, PLS ASS/oNAL ENG\ Down Cape Engineering, Inc. -�� D1 si'V 01Y TOWN OF BARNSTABLE SUBDIVISION RULE$ANQ RHCULA.T.I:ONS FORM C APPLICATION FOR APPROVAL OF A DEFINITIVE PLAN Date: JUNE 19, 2 013 Subdivision#: 822 To the Planning Board in the Town of Barnstable,the undersigned authorized applicant(s)or owner(s)of all the land shown on the accompanying Definitive Subdivision plan located and described as follows: Plan Title: Definitive Plan of Land in Barnstable, MA, #2519 Main Street Riley Subdivision - Prepared for William A Riley Plan Date:"6/10/13 Assessor's Map and Parcel Number(s): Map 275 Parcel 10 Zoning: RF-2 & RG Area:9.24 AC Number of Lots: 6 Drawn By: DOWN CAPE ENGINEERING, INC. Address: 939 MAIN STREET, YARMOUTHPORT, MA 02675 Phone: 5 0 8—3 6 2—4 5 41 hereby submits such plan as a Definitive Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. i The undersigned's title to said land is derived as follows: DB 26616 PG 245 PLEASE COMPLETE THE FOLLOWING YW Za" {,l 1. Access to the development is proposed from the following street($): MAIN STREET (ROUTE 6A) --� ZZ 2. Have any of the proposed access roads been designated as Scenic Roads? X yes no --~ If yes,which one(s)?MAIN STREET (ROUTE 6A) - 3. The development will be served by: X Public Water Supply — Private Wells Town Sewers X On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4. Is any part of the development within the following Zoning Groundwater Protection Overlay Districts? GP zone —yes X no WP zone_yes X no 1 r 5. Are there: a. Any wetlands or inland water bodies on this site? yes total acreage x no b. Wetlands or inland waterbodles within 200 feet of the perimeter of the subdivision? yes X no 6. Is any part of the site within the FEMA 100 year flood plain? yes x no B flood plain? yes x no 100 year Velocity Zone? yes X no 7. Is the subdivision in an Historic District? x yes no 8. In a District of Critical Planning Concern ds designated by the Cape Cod Commission yes x no 9. In a Location within a Critical Habitat as designated by the APCC 1990 publication"Cape Cod Critical Habitats Atlas" yes x no To the best. r y knowl die the ormation submitted herewith is complete and accurate. Signature of Owner Address Telephone A . PrjhT Name ofeftner Signature of Owner - addrfe! s Telephone 4'&AJ"C-7N _/).?04JV y Print Name of Owner Signature of Address Telephone Authorized Applicant Print Name of Applicant Applicant's Authorization: File copy of notice with Town Clerk: File Definitive Plan with Board of Health Please make checks payable to the Town of Barnstable 2 TOWN OF BARNSTABLE S SDDII�fjSI NCRULES AND REGULATIONS Fm DEFINITIVE SUBDIVISION PLAN - SUBMISSION CHECKLIST This form must be completed by the plan preparer,signed and dated and returned with a completed copy of Form C attached and the appropriate filing fee. For the complete submission requirements see Section 3.6 of the Subdivision Rules and Regulations. PLEASE CHECK EACH ITEM: X One copy of the completed Form C and Form C Checklist. xROD-".Filing Fee paid$ �'Spb +���X�0/L�' ��Op X GIB file,see Appendix A. X A list of all abutters,with addresses,from the most recent tax list. X Copy of most recent recorded deed and tax bill unless submitted at Preliminary stage,and there is no change. X Evidence of payment of taxes on all lots, N/A For applicants who are not owners—a copy of the P and S,or written authorization from owner. N/A Evidence of right of access over any private way providing frontage and access to lot(s). no Will the subdivision conform to all the requirements of the Subdivision Rules and Regulations? yes noX If"no",attach a list of waivers required. (ATTACHED) X List of any waivers from strict compliance to these Rules and Regulations. (ATTACHED) X Location of soil test sites and data obtained from them.. X Boring logs and soil classifications from proposed manhole and catch basin sites. X Calculations for the determination of waterway openings to justify culvert and drain sizes. X Drainage calculations. N/A Nine copies of the Environmental Analysis Report,when required,or request for waiver. X Engineer's report outlining maintenance. N/A Tree map(see Section 3-1.6) N/A Report from the Cape Cod Commission;if any. X Land Surveyor's and Engineer's original seal and signature on all plans including copies 3 i SHEETS)A Eight copies of the Definitive Plan Sheet A containing the following information: X Scale of 1"=40',or other suitable scale,sheets not to exceed 24"by 36". X Subdivision name and number,north arrow,date,scale,legend,and the words"Definitive Plan". X Key map at 1"=2,000' X Below the key map the assessor's map and parcel number(s),zoning district(s),zoning overlay district(s),and zoning area,frontage and width requirements. X Title block—Names of record owner,applicant and plan preparer,location and fire district,revisions described,dated and signed,date scale and bar scale and the words"Definitive Plan" X Subdivision boundaries,adjacent property lines and abutters. X Zoning District designations and lines,including any overlay districts, X Existing and proposed streets,ways,easements,public areas,and width of paving. Names of streets in pencil until approved by the Board's Engineer. Classification of streets as Major,Secondary,Minor A or B. X Sufficient data to determine readily the location,direction and length of every street and way line,easements, lot lines and boundary lines,and to establish these lines on the ground. X Location of all monuments,existing and proposed. X The location of any existing buildings and stone walls. X The location of wetlands,and surface water bodies. X Area of each lot in square feet and acres. Area of wetlands within each lot.. X Lot shape calculations noted on each lot, X Note: "Approval of this plan subject to compliance with covenant to be recorded herewith",or written description of other security to be submitted separately. X Space for the Board's signatures and Town Clerk's Certification of no appeal. X 10 copies of Sheet A at a reduced 100 scale,or other suitable scale'for distribution. SHEET B A separate reproducible copy of the plan showing: X Below the key map,the total number of linear feet,measured along the centerline,for each street proposed on the plan, Gross area of roads and cul-de-sacs in sq.ft.and acres. X Lot numbers. X Coordinates of all property corners,lot corners,street line changes in direction,tied in to Mass.Plane Coordinate System 4 r SHEET C A separate reproducible copy of the plan showing: X Location,name,legal status and width of right-of-way and paved surface of streets bounding,approaching, roachin9, or within reasona ble proximity of the subdivision. X Top and toe of proposed slopes adjacent to the proposed roadway X Slopes in excess of 10%,slopes with severe slope characteristics for building sites according to the Soil Conservation Service. X Road centerline stationing,referenced to the street plans and profiles 0 point for centerline station from Intersection of centerlines. X Existing and proposed contours at two foot intervals,extending beyond boundaries of subdivision to indicate effect on abutting property. Two bench marks. X Sight distances,see Section 3-1.4, X Drainage systems existing and proposed,delineation of watersheds;water to and from the site. X Erosion and sediment control plan including temporary drainage facilities. X Location of wetlands and surface waterbodies,within 200 feet of the subdivision boundary lines. X Existing water mains,utilities,sewers and utility poles within and adjoining the subdivision. X Separate plans and profiles of every street,showing the following data: X Horizontal scale of 1"=40'. Vertical scale of 1"=4'. X Existing centerline profile lines,lines of sidelines. X Finished design profile:elevations every 50 feet,25 feet on vertical curves. X Elevations related to mean sea level,adjusted using Frimpter correction method. X Profiles and cross sections of drainage including swales,retention basins,catch basins,manholes and proposed invert and pipe sizes. The location of drainage easements and any surface water body or wetland, and the height of groundwater(adjusted—Frimpter). X , Existing walks and driveways. X Rates of gradient shown by figures for roadways and drainage. X Location of existing and proposed gas,water,sewer,electric,telephone,cablevision and other utilities including utility poles. Any conflict between existing utilities and proposed construction. X Two bench marks for each street. X Cross sections of roadway at 50 foot intervals showing existing and proposed grades,top and toe of slopes, pavement thickness,width and gravel base. Utilities and proposed drainage.. X Spot elevations on gutters,center lines of corner roundings at street intersections and cul-de-sacs. 5 r X Location and type of proposed traffic signs and markings,and street name signs. SHEET D A sketch plan showing the approximate layout of streets of any remaining land owned by the applicant or N/A purchaser of the land,unless a subdivision plan has been submitted to the Planning Board. THE PLANNING BOARD MAY DENY INCOMPLETE APPLICAITONS Registered Land Surveyor 4 Name(please print): DANIEL A. OJALA P.L.S. , P.E. Address: 939 MAIN STREET, YARMOUTHPORT, MA 02675 Phone: _(508)-362-4541 Registration.#: 40980 0�� DANIEL ' Signature: r �� A. OJALA C No.40980 °�Es s�° Professional Engineer SURN41It Name:(please print) DANIEL A. OJALA P.L.S. , P.E. Address: 939 MAIN STREET, YARMOUTHPORT, MA 02675 Phone: _(5081362-4541 HOFn4ss Registratio 46502 DANIELA. Signature: o OJALA CIVIL N No.46502 S T E��o��� SS�ONAL LNG 6 l V -- 56-- EXISTING CONTOUR rlrnckley x 100.98 EXISTING SPOT GRADE N Pond -NI EXISTING WATER SERVICE -G EXISTING GAS SERVICE HrVi` OVERHEAD WIRES l9 TEST PIT oilrood 6p1 BENCHMARK `fie 96� LEGEND o° a9 y LOCUS C U � O Q O J - 6h 4� LOCUoS SCALES NOT TMAIN (Route 6A) STREET x 392 edge of povement 37.37 /�� +37.86-S-53'49'S7" W UP CB 37.84 Q 158.04' R� ,-+37. / 37.70 2s 37.63 3 37.28 �,0�. / _j 37.95 EXISTING LEACH PIT i / I G 38.33 I CB A 3 45 9 + I `.`PAVED' '.`:. TO BE PUMPED, FILLED WITH I +• \ 37.42 37• SAND AND ABANDONED 38.08 ��- ?DRIVEWAY,-,1 .` �] 37:87. `'.:.37:77,.. 37.68 37.05 37.96 `� /EXISTING PORCH 38.4e ' EXISTING SEP77C TANK \0 / HOUSE(12519) TOP OF TANK=36.25 ` . . +38.41 INV.(OUT)=34.9f I - Nf \ 37.52 C4 j \ 38.9 38.07\� \\ 36.51 •I a' \ •38.65 PORCH \ O 00 \ N 38.21 �`7.87 r O \\ 1 \ � 0 ; O +38.40 \\38.87} \ j -i���\ -49 o , 38.37•} I x 41. I �::i. •�• ��T i �37.80 ' I GS I I lz -,_;:, o o.;o -r + 7.66 ENCHMARK 54' .����P S.A.S..'-:`= WHI7E PAINVTOP STEP � \ � � 38.0 -0j TP-2 I EL.=38.91 37.9 37.71 E 36.3 37.39 /35.04• I _ x +)4.9 ZT 37.39 � 3o5 .58 3A05 36.36 i J / // (A -35.45 -4 Q� N r \ \ V'U• �/ �36.82 ,\ \\ \ +�2.45/ (N \i / / ^ /��i�\ \34.05\1\\ U J � 30.48 \\ \\ \ \\ � +41.¢3 I I 4b 48.� S/t (7J I 1 31.79 30.58 r`pi 35.23 U I I I I c� \ +37. ojl- 4�0 i di I I V- I LOT 1 m i C i ; 44,943 ±S.F. \\ ' I PARCEL ID: 257-01\0 35.98 I , l ! ,lt 176.02' CB 35.91 L , N 50'14'18" E • -0 OF M9ssq�ti PETER McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN g _', N 2519 MAIN STREET, WEST BARNSTABLE, MA VIL No.. 35109 35 GIsic, Prepared for: DiBouono Sewer & Drain, 8 John's Path, So. Yarmouth, MA 02664 1 N OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. I RILEY, H LLLIAM A & POLIVY, Engineering Works, Inc. 1"=30' P.T.M. 136-17 KENNETD (� P.O. BOX 212 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. BARNSTABLE, MA 02630 (508) 477-5313 4/15/17 P.T.M. 1 Of 2 .f NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 34.0 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER & COVER OVER ONE CHAMBER(MIN.) OUTLET AND SET TO 6" OF FINISH GRADE SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE T.O.F.=39.5t GRADE AS AN INSPECTION MANHOLE. EXISTING F.G. EL.=37.9t F.G. EL.=38.4t F.G. EL.=38.3 CHARCOAL VENT L - 67' L - 31 ® S=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6" 2" LAYER OF 1/8" io"I " 6 4/4' 1 TO 1/2 DOUBLE 14" 12" I WASHED STONE EXISITNG 48" LIQUID INV.=34.90f (OR APPROVED FILTER FABRIC) LEVEL PROPOSED INV.=34.003' 4' // GAS INV.=34.17 EFFECTIVE WIDTH = 11' DOUBLE 1WASHED INV:=33.50 STONE EXISTING SEPTIC TANK USE 6 LC-6 LEACHING CHAMBERS IN SERIES WITH 4' OF DOUBLE WASHED STONE-ALL AROUND H-20 RATED TOP CONC. ELEV.=34.33 __ --- -BREAKOUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=33.50 ®®®O E3 E3® ELEV.=34.00 INVERTS, PRIOR TO INSTALLATION. WC3000000 I 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=32.50 GRADE ON A MECHANICALLY COMPACTED SIX 4' 6 x 6' = 36' 4' INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' OF NATURALLY OCCURRING PERVIOUS MATERIAL EFFECTIVE LENGTH = 4'4' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' (MIN.) ABOVE G.W. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE BOTTOM OF TP, EL=90.4 - LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. (NO GROUNDWATER) SEPTIC SYSTEM PROFILE N.T.S. GENERAL NOTES: SOIL LOG DATE: MARCH 23, 2017 (REF#15,303) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE#1542). BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DAVID STANTON R.S.HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEy. TP-1 DEPTH ELEV. TP-Z DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 38.1 A 0" 38.2 A 0" SANDY LOAM 1) A 3' variance to the 3' maximum cover requirement, for up to 10YR 4/2 10YR 4/2 6' of max. cover. S.A.S. shall be H-20 and vented. 36.3 B 20" 36.7 B 18" 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SANDY LOAM SANDY LOAM TO INSPECTION AND APPROVAL BY-THE BOARD OF HEALTH ANDTHE -- - 10YR-5/6- -- 10YR 5/6 DESIGN ENGINEER. 35_9 F71 26" 35.4 34" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING C1 PERC C1 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 32"/50" ENGINEER BEFORE CONSTRUCTION CONTINUES. SANDY LOAM SANDY LOAM 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 10YR 6/4 10YR 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 30.6 90" 30.7 90" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF C2 C2 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED. SAND MED. SAND 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/6 2.5Y 6/6 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 27.6 126" 27.7 126" AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE IN. "C1" HORIZON DIRECTED BY THE APPROVING AUTHORITIES. PERC RATE 13 MIN/ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER ENCOUNTERED THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 4"KNOCKOUTIN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 20.Du_ COVEN REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). I I 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE - �o INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. I4"KNOCKOUT 4'KNOCKOUTI 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. I 4-KNOCKOUT j L--------- ---- r 72" PLAN VIEW DESIGN CRITERIA NUMBER OF BEDROOMS: 3 -BEDROOMS SOIL TEXTURAL CLASS: CLASS II I I 22" DESIGN PERCOLATION RATE: 13 MIN/IN 11N 2RT I ® ® ® ® ® ® ® I I I DAILY FLOW: 330 GPD I DESIGN FLOW: 330 GPD r 72" 1 r 36" GARBAGE GRINDER: NO-AND NOT PERMITTED WITH THIS DESIGN SIDE VIEW END VIEW EXISTING SEPTIC TANK: 1000 GALLON CAPACITY WIGGIN LC-6, H-20 LOADING LEACHING AREA REQUIRED: (330 GPD) = 550.0 SF LEACHING CHAMBER 0.60 GPD/SF - N.T.S. USE, 6 LC-6 LEACHING CHAMBERS IN SERIES WITH PROPOSED SEPTIC SYSTEM UPGRADE PLAN 4' OF DOUBLE WASHED STONE-ALL AROUND 2519 MAIN STREET, WEST BARNSTABLE, MA SIDEWALL AREA: (11.0' + 44.0') x 2 x 1' = 110.0 SF Prepared for: DiBouono Sewer & Drain, 8 John's Path, So. Yarmouth, MA 02664 BOTTOM AREA: 11.0' x 44.0' = 484.0 SF Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:............................................ .............. 594.0 SF Engineering Works, Inc. N.T.S. P.T.M. 136-17 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.60 GPD/SF(594.0 SF) = 356.4 GPD (508) 477-5313 4/15/17 P.T.M. 2 Of 2 BEARING/DISTANCE LEGEND NOTES: LOT LINES: N83YJ4'37"E 127.23' 1.STONE WALLS EXISTING AROUND LOT PERIMETER NOT TO BE A \I EASEMENTS' N8825'10'E 69.87' DISTURBED, ANY INTERIOR STONE WALL ADJUSTMENTS TO BE APPROVED BY OLD KINGS HIGHWAY HISTORIC DISTRICT AS O u, 6 APPROPRIATE. 2. SEE WAIVER LETTER FILED WITH PLAN,WAIVERS FOR ROAD, RAILROAD PAVEMENT WIDTH, REQUESTED TO MAINTAIN RURAL CHARACTER. 3.S-FORM REQUIRED,.MAINTENANCE OF ROADWAY TO BE 6 SHARED BETWEEN HOMEOWNERS THROUGH BINDING AGREEMENT µOBE c N IN HOMEOWNERS ASSOCIATION DOCUMENTS. z 4. TOWN WATER PROPOSED. BWB 5.ALL PROPOSED UTILITIES TO BE UNDERGROUND. ELEM. LOCUS 6.APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE WITH A cH E•0-T G' N COVENANT TO BE RECORDED HEREWITH. �,fAS's ! 7.ABERLE WAY ROAD LENGTH: 580'FROM SIDEUNE RT.6A FMLY N.Y.N.H.k H.R R ar TO CENTER OF CUL-DE-SAC. OAD OLD COLONY BRANCH 8.NOTE CAPE x VINEYARD ELECTRIC COMPANY EASEMENT RAILR a PER OB 385 PG 463 NEAR ROUTE 6A AREA, 10''POLE ROUTE 6 ry002,717"E LINE,NOT A PLOTTABLE DESCRIPTION. h 1oz7e' LOCUS MAP SCALE 1"= 2000' r' M PROPOSED 5,085 SF `o h DRAINAGE N N L=3517' EASEMENT a LOCUS MAP L=31.1 T -R=179.89 N887570'£ -__-_ - - SCALE 1'=2000'f R=179.8 - 14o.27' ASSESSORS MAP 257 PARCEL 10 LEGEND #2519 ROUTE 6A(MAIN STREET) /2530 MHB L-86.81' - AREA OF PROPOSED ROADWAY: 30,123t sq.ft.SF FND -.R-179.89 10, UTILITY POLE - AREA OF PROPOSED LOTS: 372,550t SF MAP 257 PCL 5 n GUY HIRE SUBDIVISION TOTAL AREA 402,673t SF OR 9.243AC 7546/075 MHB �a� b OS LOCUS I WITHIN AS SEWER MAN HOLE COVER SHOWN ON COMMUNITY PAN #250001 8p D =33.44' O'r- 0003D DATED 7/2/1992 .Q'0')d��P�Sa9 oti R-25.00 ♦% WATER SHUT OFF VALVE O ` �ROPOSED CONCRETE BOUND(TYP.) ZONING SUMMARY P�SP�ry'Ly � HYDRANT LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 h RG ¢��Q��11r� L=40.77 LOT 2 TRAFFIC/STREET SIGN ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT. 44,115 sq.ft. f] EXISTING BOUND MIN.LOT SIZE 43,560 S.F. 1.01 acres MIN.LOT FRONTAGE 20' L 96� y SHAPE FACTOR= 15.4 O PROPOSED BOUND MIN.LOT WIDTH 150, MIN.FRONT SETBACK 30' o000 STONE WALL d \�' ? A• MIN.SIDE SETBACK 15, EXIST.HOUSE ��`'J, MIN.REAR SETBACK 15, - MAX.BUILDING HEIGHT 30' /p �2519 v � ZONING DISTRICT: RG RESIDENTIAL DISTRICT 009l IN LO. - ��•�'+ -q.5}0 MIN. LOT SIZE 65,000 S.F. •SJ' _ U7)l1.T SF EACH 55611i0�9 MIN. LOT FRONTAGE 20' O MIN.LOT WIDTH 0 MIN.FRONT SETB 3 ACK 30, MIN. SIDE SETBACK 15' Pp�2•"9� 15 1r �8 0 0 9a MIN.REAR SETBACK . 15' N. - Z`� Ntl, MAX.BUILDING HEIGHT 30' vJ LOT I EXIST. SHED LA. >4 a ip m, 44,943 0'sq.ft. o� J� Ap 0< SITE IS LOCATED WITHIN THE AP WATER. 1.03 acres PL �y�y m- PROTECTION DISTRICT J'T SHAPE FACTOR=16UAI .0 y99 y� LOT 4 p0�,;@ ZONESITEISI WATER PROTDECTION WITHIND STRICTE Z54,731 sq.ft. N� SITE IS LOCATED WITHIN THE BARNSTABLE 'o dp 1.26 acres py FIRE DISTRICT IQ SHAPE FACTOR 17.6 SITE IS LOCATED WITHIN THE OLD KINGS �k - HIGHWAY HISTORIC DISTRICT k�0. .. 58746'40 E SB746'40 E _ / OWNER/APPLICANT OF RECORD yJab ��'•a. --_-56.770\\N6.84'Z"r3o. WILLIAM A RILEY ET AL .. (� ?• \� ao` \w a \`o'ir _ C/O WIUJAM A RILEY .& {0• •9,P .-'- 7z\i �C `r; i PO BOX 2120 J'� $?J• '•'• aa'1^\\�. �. "'.�� BARNSTABLE. MA. 02630 .n w o \ I ��\ \ Nam REFERENCES LOT 3 s„ o\ o \\ PLAN BOOK 175 PAGE 117. PLAN BOOK 257 PG 57 51,391 acres 1 . `^1`s< \A�5tii90 0 _\\m ./ DEED BOOK 2661613 PAGE 2453 1. SHAPE FACTOR = 15.4 • \1, s CB-CB \ Js• L=15.80' $•. ma, m, ; \ R-52.50 ` c^ L=23.78'1 ..�JO O`'i R=130.00 Li ''m. / R=25.00 �+ 0 �0 yt� 1�59;,M 00 5p h r0Fs� •a �'f" tio�!E/E aG < <0,0, A';Jp0 m / R 25 00 p `eaZR ,s v s s L=54.50 -86.63'O.A. FOR REGISTRY USE s� R,�y.1T ) '-10• R=52.50 In. BARNSTABLE PLANNING BOARD / N `�� L R�6T APPROVAL UNDER THE SUBDMSLON / , L-78.30 UTILITY EASEMENT J w, CONTROL LAW IS REOU/RED / a� R=52.50 433 SF Sc DATE tT. O z IPA w 0 Zln U LOT 6 s N y 87,314 sq.ft. 2.00 acres o� SHAPE FACTOR = 20.5 LOT, 5 v' 90,055 sq.ft. �` 2.07 acres Oyln SHAPE FACTOR= 19.0 tl'N I, LINDA HUTCHENRIDER, CLERK OF THE TOWN OF BARNSTABLE, CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT FOLLOWING THE RECEIPT AND 0 - - RECORDING OF SAID NOTICE. _ N DATE TOWN CLERK N Jg u` 'S0. mod'.JV - �cP. p0• � 4 DEFINITIVE PLAN OF LAND IN D.H. BARNSTABLE, MA �g7 69W #2519 MAIN STREET RILEY SUBDIVISION y �1 SUBDIVISION #822 uN 69991c�2 S1 fir£ f V1P'Y 56 •(� . PREPARED FOR jC{F, WILLIAM A. RILEY 'ACCORDANCE ,��a.�e�a 15 � AC ORDAN EAWITH I REGISTRY OF DEEDS N 56536 2 �P'1Z0 866IT REGULATIONS EFFECTIVE JANUARY 1, \�9 \1 _ _ DATE: DUNE 10, 2013 1976.AND AS AMEtjOEQ JANUARY 7, I la11 z 508-362-98441 80 1988. �Hoi - 1W tlowncapa,com 0 EL OPIJI N• D.N. >;$ G H� � . , gown cape engineering,ke. 4aDe0 civil engineers Scale:r=ao' F `F=e E l _ land surveyors 6"10 2D13 939 Moin Street (Rte 6A) 0 20 40 60 80 100 FEET DATE DANIEL A. OJALA, P.L.S. YARMOUTHPORT MA 02675 a Q 12-240 DEFINITIVE PLAN.DWC ®DCE 12-240 4 r , cow O 1 �. OD s . COMRAIL pOUSE 6N � .. z I H hq�c LOCUS h MASS E•O.T.C. RAILROAD ROUTE 6 N 2718489.9645 LOCUS MAP SCALE 1"= 2000' E 977464.6197 N 2718477.5761 E 977362.5909 LOCUS MAP y SCALE 1'=2000'± ASSESSORS MAP 257 PARCEL 10 N 2718472.4240 PROPOSED ROADWAY LENGTH 0 CENTERUNE: 800.51'± E 977361.0887 AREA OF PROPOSED ROAD- 16.752 SF±(0.38 ACRES±) N 2718398.0313 LOCUS IS WITHIN FEMA FLOOD ZONE C AS E 977317.9992 SHOWN ON COMMUNITY PANEL#250001 8p r 0003D DATED 7/2/1992 " 0 18367.1741 ZONING SUMMARY O N 977314.9831 r� p,�•P• o \\ E 97J314.9831" LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 k RG . ` ` - ZONING"DISTRICT: RF-2 RESIDENTIAL DISTRICT O \10 \\\ LOT 2 ddd"' MN.LOT SIZE 43.560 S.F. `tl \ \ 44,115 sq.ft. MIN.LOT FRONTAGE 20' 1.01 acres MIN.LOT WIDTH 150' N 2718345.0835 \ \ SHAPE FACTOR= 15.4 MIN.FRONT SETBACK 30' E 977250.1332 ` ` N 2718287.7383 MIN. SIDE SETBACK 15' ` \ - 977567.8485 MIN. REAR SETBACK 15' \ \ MAX.BUILDING HEIGHT 30, 2718338.4217 \ \ E 977285.9153 \ \ ZONING DISTRICT: RG RESIDENTIAL DISTRICT CB/D IN B9' O \ `\ - MIN.LOT SIZE 65,000 S.F. �O \ \ MIN.LOT FRONTAGE 20' \ \ - MIN.LOT WIDTH 200' N 97722.547 1 O \ \ 251.816 \ MIN.FRONT SETBACK 30' E 2711 \ \ C+o4 7 MIN.SIDE SETBACK 15' MIN.REAR SBACK 15' ` Z N MAX.BUILDING HEIGHT 30' \ \ N 2718198.8506 y S L 0 T 1 \ \ E 977423.2098 2 44,943 sq.ft. �0�9� � SITE IS LOCATED WITHIN THE AP WATER 1.03 acres \ \ -�y PROTECTION.DISTRICT n SHAPE FACTOR= 16.0 `\ `\ LOT 4 �'' O;9 SITE IS NOT LOCATED WITHIN A STATE N 2718155.4471 \ \ NSF^ ZONE II WATER PROTECTION DISTRICT O E 977,103.5622 \ \ X54,731 sq.ft. SITE IS LOCATED WITHIN THE BARNSTABLE L26 acres 4L FIRE DISTRICT \ \ SHAPE FACTOR= 17.6 OWNER OF RECORD \ \ � ` WILLIAM a RILEY ET AL . \ \ C/0 WILLIAM A. RILEY \ \ PO BOX 2120 BARNSTABLE, M0. 02630 REFERENCES \ \ PLAN BOOK 175 PAGE 117 N 2718042.8656 DEED BOOK 26616 PAGE 245 E 977268.2540 LOT 3 ` ` - 51,391 sq.ft. \\ ` E 977545.3921 1.18 acres \ SHAPE FACTOR= 15.4 N 2717987.1894 ` N 2717990.8pp19 N 2717942.4841 E 977511.7466 \ \ E 977555.4666 N 2717961.0575 \ \ E 977578.8174 E 977732.0354 \ \ N 2717928.7137 \ E 977597.1087 N 2717973.4090 �\ E 977519.4662 \ / - �OFf�i RFiti/ ,a B ti011�6 a0 N 2717903.4705 Cq_ o 4`ram /10 E 977633.5625 ,vv'9 � ZF�CA� /N 2717925.0912 I - R 47.5' E977542.7968 N 2717902.2036 lt� E 977542.2062 . / i / 2717829.6905 / N 2717850.4648 Q, 977611.0712 E 977542.9237 `d N 2717788.4896 E 977436.9472 LOT 6 \ 87,314 sq.ft. 2.00 acres SHAPE FACTOR= 20.5 LOT 5 90,055 sq.ft. 2.07 acres SHAPE FACTOR= 19.0 DEFINITIVE PLAN OFLAND N 2717469.5177,. E 977972.4801 IN D.N. BARNSTABLE, MA N 2717408.1 E 877814.600000 #2519 MAIN STREET RILEY SUBDIVISION SUBDIVISION #822 PREPARED FORIN E 977fi473466 pC1-`� \f. _ ,�g9\`C�`r NSSP9 WILLIAM A. RILEY DATE: JUNE 10, 2013 I off 508-362-4541 foz 508-3s2-9880 O.H. downeape.eom SHEET B DAN1 L D1N.6A /own cape engineering,inc. OANIEL '� � OJAIA m . OL1LA w` N..a- ctwl engineers ��` Seale:l'=40' land surveyors eE,ie c 0 20 40 60 80 100 FEET 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 ❑DCE12-240 DATE DANIEL A.OJALA,P.L.S.,P.E 12-210 DEFINITIVE PLAN.OWO COW C1 O COMRAIL ROSE 6P 1 � Hy/c LOCUS H m --—-50- ROUE 6 MASS HIGHWAY Js -42 ROUTE 6A -- -40� LOCUS MAP SCALE 1"= 2000' STA.253+69.90 PROPOSED 5,085 SF DRAINAGE r EASEMENT_38 _ Z LOCUS MAP ,�7• --- SCALE 1'=2000't 3 a ) �s1 �� ASSESSORS MAP 257 PARCEL 10 ' AREA OF PROPOSED ROADWAY: 16,752 SF REMOVE �� 1 AREA OF PROPOSED LOTS: 385.921 SF (2)EXISI/NG. ,\ TOTAL LOT AREA: 402,673f SF OR 9.243AC 3'TREES / �}' // I LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL#250001 \ / 0003D DATED 7/2/1992 . 2'WASHED DEPTH,3/CONSTRUCTION .3 NAIIVE WASHED STONE,�// O STONE ZONING SUMMARY �Oi-• �\� °� �I �,"/ LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 k RG LOTi' 2 �" ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT I \\6 1 �A N" i'�\ YA \\ 44,45 / -- MIN.LOT SIZE 43,560 S.F. 1P5 c-• - t \_- �yB- 44,1A5 sq.ft. /�' MIN.LOT FRONTAGE 20' 1 \ \ ] 1 1101 acres , MIN.LOT WIDTH 150, / /6��. SHAPE FACTOR= 15.4 / MIN.FRONT SETBACK 30, MIN. SIDE SETBACK 15' V Qp� \ ��_--'4O• \\ �Z \\ � ,� / / MIN.REAR SETBACK 15' EXIST.HOUSE MAX.BUILDING HEIGHT 30' Q. - \ �T', \\ \` 1 1 +OF SLOPE / // - ' CB H FINDI'/ / \ �`'.•�' 4/ \2 1 ` �? ZONING DISTRICT: RG RESIDENTIAL DISTRICT 9'IN LO. TOP ,\`$L•1jPE / '7�6 \ I ,' MIN.LOT SIZE 85,000 S.F. �D( r EASEMEWS \ r T -Ao�/ ,�.'-\'1 �� f• 1 /7S A ( MIN.LOT FRONTAGE 20' CHI \ `E�- ---, / MIN.LOT WIDTH 200' _ MIN.FRONT SETBACK 30' -as 4�> a f� ] ` \ 1 -----�'� C'.�s MIN.SIDE SETBACK 15' 'S•'L �\ \ I 4�O4•° MIN.REAR SETBACK 15' \±, „` s�2 a� MAX.BUILDING HEIGHT 30' p��o, \`\ 4�,'943�Sq.ff. •� :.::t � \ ]a\ .a �`+ �\� 0LA goys SITE IS LOCATED WITHIN THE AP WATER \ \\ 1.03 Ocrest t�if,+,+--�-+'�` 4`\ t,+ \ `�y'py,D PROTECTION DISTRICT APE FACTOR=116.0 +'f A. \ \ 1 \ -JB-� `i1, n0�'1 SITE IS NOT LOCATED WITHIN A STATE Ali ZONE II WATER PROTECTION DISTRICT �y1- ,¢'7 ,r}�fF,_ SITE TO UTILIZE NATURAL LOW AREA- SITE IS LOCATED WITHIN THE BARNSTABLE \ I �]� \ \ -- OVERFLOW EASEMENT FOR CONSTRUCTION `\ \♦,\•+•`+L`+` I ++/\0\\ t` '`'i2�a �.� - $ PERIOD STORMWATER INFILTRATION.CONTRACTOR FIRE DISTRICT ;+ +> �• I -]o� ''1'` \ \ [ L2�PE$„!!'�TT�R,''Y SITE REMOVE ANY CONSTRUCTION SILT AFTER OWNER OF RECORD \ \ \,«♦.'\�,' I \♦ SHE STABILITATION. .,\, \ WILLMIM A. RILEY ET AL ' ` \+ I \ O \ \ \ C/O WILL.IAM A. RILEY '\'Q.t \'` ` --c-- �\ `� \ \ PO BOX 2120 \ > H Lv ra \ \ \ s, \ \ '�Z\ ; \ \ / BARNSTABLE, MA 02630 . , REFERENCES \I \•m<^\ z \ 1 \ .' -- \\- \��'L2y�`�'\fie\\o.°`�>9.nM\ \\o \ \ \/ PLAN BOOK 175 PAGE 117 '� \\ X u \ \ \ \ \\ /\ LOT 3 ; \ d c\ ] \ Ta\' \\\o \\\ \\ \' \\ DEED BOOK 26616 PAGE 245 FA o \ \ TOE OF +/+ 1' .°»' SLOPES IN EXCESS OF110x\ \\ \e o �1s \ ` �1vL' �', TYP. 1 \ \ \ of I \ /\ 1a o / ri \ \\\ n LL++` 4;+ , Opt±+`+. + 10 A \\ L\',\: 'L♦: . . a «• �a`o BP�' ��:L OS,-x;:-•`�, 'r s T}} PAVE 1 +� .a R=47.5')/ �3'-s2,eyyiPl, Ita Q�`. �a�a:a a+`q a':Na;. \,]\ .' .','` .`�4e �' i,,A � + Np� a,1,'a'«','+'.' 4+ia1'., \ \` `\ ' b:L`�tt� i1 tea,�LX}.IL `«'+ +'+a _: y`4•'i / Y DRAINAGE t. \',',',+ / AREA 1 �/.`la'$ "1,+ .'> .tLa'�� \ �It %4\ -.I t,l'v%4 « ,' `+,�' `.i%d` " 218,804t SF. % L t ,i. a .L'+\,\a > 1 +% + ��� ,+.\; v '1;, L1'�.?` t. Ma YY 1 -+ , a .%+ a + +�y `..-; ♦ ,','+#`, ,es .a .i \t t. t,�.�.H t.1+1'SMl'.`, ,t•+'t:`♦',',�.-. a .. . \ \\ \ t+ «\.a`.%+ \+\. \ 0 1. fa Ca1.+ a +{a .— �.'` ' �: a;+ t;C.>t. :'1'a'�'44�a�.\7^st ; .+++ �J:','i 1 y��}q.Bi :a'.' ,;i tt' +'> '1 2: acr s :'+ \+ > t ., r ,t.A:f.�H�»,\.!' a«: + � ': !'r dAPblFyo�o�4 ®.S;f. .I + a v'.t a'\! \ f�t a,l.l.w z. .. s r \� \ 4'.� ti\ s;t.' 1 �. ` ':% ,+ . ayes :.4 \t 1t,'\ �t��R. tu)c'D +i t �;.r .: r '�.^=j \a y , „r t \ \\ +�\ \+%.+t�t +z:':'�: :�,j'. d^'T ' '-4'^i'6�~' ;s ice:'s�.%+. . \ 1. 1'. ♦ti E.�Z�v 1dv+\+ «sf :'+' " :, .j�'k..`.' ..• •'•il'•.'' iC `:`4l+*4 4/i+�'1+0r+1 + I / I +`, - s.� ` " \\ I ':%"!,+;�,.tg' 'a` I ': 1 `+1. +Y+ ice+ . %.'.: ++++ '-sX- •+ • �'•1•• y , H DEFINITIVE PLAN +Y`+ ; `r r` :`, '`+ _-+ ;_ - :f:'t .1. OF LAND `. ', ,,----;--- \' : '. .. y%� . . . . .+e++4++ ;a++ '. ! r.'''�'i . +.'t`#�v • \ '``✓'.'. ear::''' O.H. BARNSTABLE, MA �''' '''' #2519 MAIN` STREET 1`'s:;i '' y:�' :v. +:'+'+'+•+: - ` RILEY SUBDIVISION ` J++ r 1, SUBDIVISION #822 \L' 41�'ti` ;} PREPARED FOR �1,'.t.�a,\t +� �,+ a a� % ' I v✓t i �91 S�tb SZP9 WILLIAM A. RILEY #� tiA�:�:- % , , '' ae o\ DATE: JUNE 10, 2013 508-362-4541 ' 1..508-362-9880 / T war \ FRNE HMARK: I downcope.com O SHEET C oA0. � �DAo hA OR . EELL"HOLE p 8 8, LL HOLE Blown roe en ineefin Me. DJALA o+ CIVIL N°.46Soz civil engineers 4G0e0 "s E° 9 S°ale:1'=40' a J land surveyors ° -EJy AEEeG`W 0 20 40 60 80 IGO FEET (o•10^\'5 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L,S.,P.E. DCE 12-240 12-240 DEFINITIVE PLAN.DWG yT %/"q /36--'v QNQ S26•16'D3-E DRAINAGE SCHEDULE 169.31' �/Q��P 0tih/ 1 (1 •\ //// / - _ \ _-_----- $2676'03 STRUCTURE RIM NIN OUT STA. OFPSE 4 om i�T.G.N S=8.6.Sm_S�Bus \\ +z�\ 35 E wnl lxsw mARst sAN _------ --+ / CB 1 36.8 729 2+00 8.00 RIGHT `LOT 4,� 'i• / 366- .97�SU -E ____sl8 E Qy_ •o_�\ \ '-\ '�__ I l I II CB 2 36.8 328/32.7 2+00 8.00 LEFT 4, /\ I00^al PROPO4D GTCx Rl9N(TrP. \itAm BERM AROUND \ H --- '/' �' hIh'VAIug. _ MH 1 37.0 }2.6/32.5 2+09 1280 LEFT . \ / CENTpSIRO OF u1@1s w,n1 1NE \� -- / / / � 6-J+--_ _OhER�OW I a\ - o\ P '�\ 1,. c FLO/NHE n1E ROADWAY \ �c-- ----- , // / fj0 'S Sj474 27 f 65 5_- --_ORA/NA(,E `�•� '�\ �+\ ,y \ III V '\ I MH 2 35.0 30.0/27.5 3+61 14.55 LEFT / ------- of I 610A m\\� o h d I \ 1 1 pad '`((�� \ _ Py FP U.G.OEcrwc WITH/� / 4,/1 ORA/NAGE EASEMENT 3 a, 77_ ENT r\ \ \\ \ L.(T 2\ ZftN15FORMERS ARJ) / / 0/1 4,974 SF a+• I 0 1L ry' i 1 1 Lp 1 3+68 35.47 LEFT h 6. 11 NI°+ O'O'0 '\ mL\ J h' \ q Dy ; ` 325 27.0/27.0 h / \ -38-_ --- PuuRp xEs TlrNsrAR / I 6 t ip-v��J2- m• h�G '�• ,n\ I 1 / I 7 1 � 4S ryh � _�7 s�FIy.T(oNs / h ¢ o �• �\a viq �Y�4j QPd � \ \ \ \ 0 I , •\\\ 7.5 7.5' / „P 1 o 1 4J7 O \ 1 \ LP 2 3+83 36.82 LEFT -0_' V\ r �/ ')� NEW HYDRANT 2 \ 1 32.0 •0 1 30•%30•SAC PRLMI / \\\� Ip2'44'23'W 5j 8 " 2;�1 /� o �' �0 E /� z7.o/27.a v.5"b C.a To BE SET I 'N32'44'23'W 40 •• / -- 6• f 3-2. / LP 3 31.7 27.0/27.0 3+99 36.10 LEFT osw� LP a 31.5 / 4+15 57.44 LEFT , 27.0270 J'I � z- W-�G-G w - 12 �/ / ' i 1111 a , o� , / , I LP 5 31.5 4+30 36.72 LEFT / / 400.04' 27.0/27.0 tw� 't / [ / (4l) -� I 8'OUCOLE WON WATEN W1N�CdEM UN � / I LP 6 31.5 4+46 38.07 LEFT ,L-- t.. 44� I / ALL WATER woRK ro OCFM xr sPEcuxwjlaxs J/a•IRATm yu6e srDP 1 N / /_-� z7.0/z7.0 1 ,\ I I Dd eouxD '/ EACH LDr Dm.> Ala - g--�y -">�` I3s ��4`J'' / /• a \\ I / TO�(ryP'f CB 3 3a.6 30.a \000mo�I�IN$ _/ , a+39.a 8.00 RIGHT I 'AY I 1`/_' `�rS / ��.- •6PAPS \ \� ��1 a .,Ax- -- ,�A6 / '- y/�� JI / _ / 0000 ` 1 Li( , .\0 ! -� -_- ,SO,��L - LEA- Sa_ I I C6 4 74.6 30.2 30.0 4+39.4 B.00 LEFT a 9- �L�a / SHED / \ \ 1,. ay L,l ,. �. -- - REMOVE TREES -----LOT 1(1 -/ _,- O' / 2/ ry h'/p*y,(O - - 6'pp-' f'' - -- �3,_ ' I I 4+50 17.89 LEFT CAN PFRMWON ¢ 1 ' /^ _ / '�-._ MH 3 34.0 29.4/27.5 GRANTED 4/10/2013 - / --- --LOT 3 MASSODT APPROVAL FILL dD AY AREA HIGNPOINT AT LOT UN8 I / PENDING BERM RUNG FROM ENTERING 6OA&aR-M / !� 36-/ / / - r / .BENCHMARK: / / / / m /,Y' S6a.��.. C_ ------/ / 1 0 / / / ," / i6 A-_-_ �d SPIKE '/1'{� , , //N' �6Y,/ '---- 1/'/'�/ / �•)' 66' f --- -----------=`6�'- -- ELEV.:,36:85 , %Asi // 6A _ => LEGEND -89- IXISRNC GGNIODft 76---•---.- -- - >6�\�\\ XDt IXIST.SPOT ELEV.- BEN HMARK 1 -- - s�' -._-__- �'-•\�� �����'�� -�� <�6a��' // / / /' -7a >a\\\\\� 1 -- -- - -�-/ --- / - -- - - - -/ 6° / / / -- - -----_ \ \ -(99)- PROPOSED CONTOUR q S2 CB H I --' - - - -_4�'- ----___-N36.0\1 - - - - - - Q'' / / --ao�--- \ \ 0 ELE.:39.58 36- .,�--- " ---- �- �- �- --- /44.7 _/' --_� \ C99.4 4 -- `N36.02 �'46-- �. -Pf2 - THI 230.91' S33 �y PROPOSED SPOT EL / ' �' .1'I6-� --24.0T09'NL: STDNF N 4'03'39'W - - --N PLAN VIE Scale:l�=40' NOTE GRADE 10 BE PITCHED 1.35 WIN. 111.AWAY FROM STATE HIGHWAY LAYOUT LINE AS SHOWN. CUL-DE-SAC GTCNBASINSITE eaRmcE ATffAS SHALL BE GRACED_ PREVENT ANT STORMWATER RUNOFF FROM ENTERING ROUTE BA LAYOUT FROM SITE OR VICE VERSA 0 20 40 60 80 100 FEET Scale:l`=40' - NIGH POINT E]EV-38L19 �' FIREE H K P POLE YDRANT 50 - + 50 TREE LOW PONT ELE -34.90 P. PM STA B 38.46 Z LOW POINT STA-4+27.31 __ LIGM QI Z14e u)I F I¢ - P.STA- <LS7 N-20. I ¢I EXISTIN PW ELEV 3{57 GRADES 12' R GHT . lao d 4 WATER SHUTOFF W I w I¢e EXISTING ENTERUNE GRA E$ K-M 33 �- GUr WIRE I ¢I toad _ ,� SIGN I tD IW EXISTING GRADES 12'LET QI f-"IH m m 'S -W- WATER LINE a I z PROPOSED L GRADE �\ R /---� m -c- cns LINE ¢I I 7 ITc E -U.G.ELECTRIC al Lei I rn I I STA: 0 LV: 39.30STA -0+011 EV 91 ;'/ \ m m ``� G xmc Im Au mllns w tPnw w wuaw ST834+27.3 `� w Sot INV. 30.1 oz J6- TEST HOLE LOGS ROAD PROFILE PLAN DANIEL E.GONSALVES.BE 013587 fi+zsa{EIEY. 10 dGWFFILc - _ 4 1 0 2 2 / TO ACCOMPANY STA 0+00 ELEY:38.90 -- --- _ - STA 7+00 37.18 ` pp�PATE 1H1 <{MIN/INCH I _ STA 4+]5 3a2{ C2 RL2/3 1@.AK CUSS SOLLS 32 9TA7+Sa •Ja.36 32 1MD, 1ND2 ,N�3 DEFINITIVE PLAN I I DS"-T2 Ar L]t II I II r _ _ 18'A05 N-I AT 3t liTA 5+218 DEN 38.17 DEPR1 4 Jes.D&H 1y ,0.0 D-T Q 325' OF LAND CBI+C82 U MH1 MH2 A 7+91.07 ELEv:3.n a g. SL IN STA: 2+00 STA: 2+09 STA: 3+61 ' ze INV. 32.8 INV. 32.5 I MH3 28 8• IOYTL 3/2 3.6.8 r tam 3/2 29.3• 7• ICYR 3/2 31.9, INV. MP RED. $TA: +55 BARNSTABLE MA ? RIMS 36.8 I I INV. I 29.4 B e e f It 4'SUMP RED. I I II I NV. D T RED. LS S, `S #2519 MAIN STREET 12•ADS N-12 AT 3i I II II II I II 4 SUM RED. ,6. IDYR a/a 3 8, lOYR 6/6 6 T]Y }g• 1Qift B/8 295' o o I I II II 0 II I UN ITABLE SOIL R OVAL REOUIR DOWN M SAN 24 FlRMq RILEY SUBDIVISION "`555 N 24 LP7 , P6 LA UNDERNEATH DRAINAGE SYSTEMAND 5' AROUND, SEE SOIL L GS. c p IN RTSTA: 3 8 27.0 LP5 TA: 4+ REPLACE W CLEAN COATI SAND. Ls tom, tam 6/icE zt.o' ea•�am 6//2CE gas' 3 LOAMY SAND SUBDIVISION #822 LP2 STA: 3 9YJ•...- LP4- 1 FWY W PLACE . STA: 3+83 STA:r4+15 lam 7/3 FFI C' PREPARED FOR DATVY AdP E40o POCKETS FSSaT FS FINESANG � mE a / WILLIAM A. RILEY ai 132• 23.3'144• 18.0' 1M• 2U5' O6STING CENTER LINE - ^ ^ ^ NO GROUNDWATER ENCOUNTERED GRADES DATE: JUNE 10. 2013 o«ao FWISM L474TER UNE I+W 2+00 3+00 -00 5+00 6+00 7+0o NOTE: SEE ACCOMPANYING DETAIL SHEET FOR GRADES ,It 508-362-4541 CONSTRUCTION DETAILS AND NOTES. I taK 5Oa-3s2-9aeo downcape.com 0 x /own cope engineering,me. COSTING LEST GRADES civil engineers land surveyors A aAu w 939 Moin Street (Rte 6A) Id/ d aAIA cnnL Ensnxc RIGHT (+N.aafiGRAo' o j o 4Dso2+tee, YARMOUTHPORT MA 02675 RI oa SaR"f E NAL E Scale:i'=40' ROAD PROF/LE HORIZONTAL Scale:l'=40' DATE DANIEL A OJALA•-P.LS.,P.E. G- 20 60 So 100-FEET VERTICAL $c01e:1�=4' 0. 20... W .60 80. 100 FEET-, - _.. _- - _ 12-240 DEFINITIVE PLAN.DWG OCE (/12-240 - - - '- - - - - -- _ - - ;r. NATIVE STONE'RETAINING WALL SEE CROSS SECTION 4 47 46 46 1. AA 45 45 44 44 28.5' - - 43 43 28.5' 42 42 d 38, d 41 41 40 40 STA 6+00 39 39 �) PAVED SURFACE 38 38 37 37 - PLANTED ISLAND 36 36 STA 7+10 GRAVEL BASE 35 35 34 34 STA. 6+00 .(=STA 7+10) SECTION THRU CUL-DE—SAC 1' = 4' HORIZONTAL AND VERTICAL SCALE .. - NOTES: (APPLY TO ALL SHEETS IN SET) - 1. THE LOCATION OF EXISTING UNDERGROUND UTIU71ES SHOWN ON THIS PLAN IS 2.5 4'Law a HTOROSEEI ALL APPROXIMATE PRIOR TO ANY EXCAVATION ON THIS SITE,THE EXCAVATING ALI D1SrUR9ED AREAS TYP. CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 00 ta•MIN.DIMENSION FITTED (1-888-344-7233) AND ANY OTHER UTILITIES NMICH MAY HAVE CABLE, PIPE OR NATURAL OULDERS��� EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. I 70ox FABRIC 2.ALL CONSTRUCTION MATERIALS,COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS CHINK LARGE CAPS,INF1u AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. BETWEEN FITTED.BOULDERS OP') 3. VERTICAL DATUM IS NAV088 FROM RTK GPS. (ADD 1.0'FOR NGVD29). NATURAL FIELD STONE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20. �1 BOULDERS-3-V TOESTONES TOE SET 2'MIN..BELOW GRADE 5. 4'LOAM AND HYDROSEED ROAD SHOULDERS/SLOPES AND ALL DISTURBED AREAS. � / WHERE SLOPES EXCEED IOX WOVEN FIBER NETTING SHALL BE SECURED IN PLACE TO PREVENT EROSION. LEVEL SHOULDER 6.PLACE FILTER FABRIC BETWEEN FRAME AND GRATES UNTIL ROAD PAVED AND SHOULDERS STABLE MMS 70OK FABRIC UNDER STONE 7. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. ALL UTILITIES TO BE SUBSURFACE B.INSPECTIONS REQUIRED PER 13ARNSTABLE SUBDIVISION REGULATIONS Y-m" SEE BARNSTABLE SUBDIVISION RULES SECTION 801-61 (9 STEP INSPECTION PROCEDURE) 2e' TOESTONE EMBED 2'MIN. NEW ROADWAY SEE 24 HOUR MINIMUM NOTICE REQUIRED PRIOR TO INSPECTIONS PAVEMENT SECTION . 9.HAY BALES ND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE ROCK RETAINING WALL CROSS SECTION PREPARATION WORK HAS BEGUN.NaTe L•ET+rER of BI9N rs TD NOT To RILE 6'LOAM AND HYDROSEEO ALL D5TURaED BE ALIGNED WITH CENTER OF 10.ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A DRAIN AREAS NOT PAVED.SEED MIX PER THE GUTTER LINE FLAIR BERMS REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS.ARE IN PLACE AND VEGETATION ESTABLISHED. BARNSTABLE SIBDMSION REGULATIONS. As SHOWN ON PLAN vlEw. SEE EROSION CONTROL PLAN AND NOTES ON SHEET C. . 18'CENTER TO CENTER 24• H-2a FaC'S CL BASIN ON FLOW LINE 11. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND RIS FRCM THE PROJECT TO THE PROJECT SITE z4•r H-2o FRwE a cw,re ON LPe,CAST alaN cam To GRADE oN LP1 a Lvs MORTAR/EDP) (�AIE ALL�c ENTS LOPE II PERMANENT OSURFA ES INCLUDING PAVVEMENT,RLAWN NAND�LA LANDSCAPED AREAS SHALL RBE PROTECTED BY CONSTRUCTION.ING YOOUEL- BA0.°N,BROCKTON,w JV PROPER GRADING,MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHO 475 LBS H-20 CONG COVER TO WITHIN 12'GRADE OTHERS SITE IS ACHIEVED. �+�+ MINK IIONNFlLTE��OVER Momwe LLC)OMPON Ts \ P PAVE u2,s� H_� 12.ALL WATER MATERIALS AND METHODS TO BE PER THE BARNSTABLE FIRE DISTRICT WATER DEPARTMENT TYPICAL ACCESS COVER 1UR H-2o NDPE cPP REM.Inncxs SPECIFICATIONS AS AMENDED TO PRESENT. (CEMENT LINED DUCTILE IRON PIPE CLASS 52,STAINLESS TAPPING SCALE-J/4" 1'-0• uITTAFI i40N FILTER FABRIC ovED z4To ACME RISERS As RED. SEE SCIIEDIIE PaR a CawACT EACI(FILL AS RED. SLEEVE AND GATE,DEPARTMENT STANDARD HYDRANTS,LISTED INSTALLER AND INSPECTOR REQUIRED,COORDINATE WASHED STONE FABRIC a+m A11\ Lz•r H-20 TOP CROUr ALL WORK AND INSPECTIONS, TESTING WITH THE DEPARTMENT. 12^SLDTTED H-20 HOPE WASHED STONE MM.) PDOH am YIN. ��) croMPAcr gApt RIL DRIu U)1" - MORTAR 13.MASSDOT APPROVAL OF DRIVEWAY RELOCATION AND ACCESS PERMIT REQUIRED,CONTRACTOR TO COMPLY WITH IN a"LIFTS(e� HOLES 2).) OAmf ELEVATION LISTED ALL REQUIREMENTS OF PERMIT INCLUDING TRENCH PERMIT, DIGSAFE, AND TRAFFIC CONTROL MEASURES. n1 SEPARATE MASSDOT PERMIT FOR UTILITIES TYPICALLY REQUIRED. 1 IV SLOTTED H-2a HOPE FIPE Gg TWP \C8 TRAP LAY LEVEL BETWEEN PITS V-6TLa•r 12'r CPP 12"r CPP J3 1/4' SLOTTED HOPE H-20 ELBOW F]HOW J/e-1-1/2- 4.a. - Y'DEIDM , LEAC GAL. H-2o DEEP SUIT - 24 1/4' WASHED STONE�� BETWEEN STRUC,NREs WHEtE NDIGTFD LFib1 PIT. PRECAST PLATE DETAIL , SHEET E15E 12TI-M HOPE f+IPE AT 0.6x YW. H-20 OFID SUMP H-20 DEEP SUYP ,��� 1000 GALLON PRECISE TRENCH CROSS SECTION A-A 4-INTERIOR DIAL PRECAST +Boo GALLON PRECAST CATuI + TO ACCOMPANY CAT BASIN 4'SIIYP YIN. 4'SUMP YIN,NOTE 4•SUMP MIN. QD STONE TALLER SRaI-0 NEEDED DEFINITIVE PLAN . 4 ,�PARS V,STONE UNDER I ON DROP YA1MaEs(M012.YW)SEE PROFILE ' A OF LAND IN UNSUITABLE Sal REMOVAL REOUIRED DOWN TO SAND - ar �0 LAYER UNDERNEATH DRAINAGE SYSTEM AND S AROUND,SEE SaL LOGS SECTIONS THRU DRAINAGE FOR DEPTH,REPLACE WITH CLEAN COARSE SAND. NOT TO SCALE D D. BARNSTABLE, MA #2519 MAIN STREET 40' ROW , /4. 41/2' RILEY SUBDIVISION 18'-0'OVERALL 3:1 MAX. CUT FOURTH FLAN( AT BASINS SUBDIVISION #822 16'-0' WITHOUT CURB INLET 5'-0' PREPARED FOR CLASS 1 BITUMINOUS CONCRETE--j 5'-0' 24' MASS DPW M3.11.03 W 12'X3'CC BERM (TYPJ 4'T/OTALBCOMPACTED THICKNESS BERM MA% 4 WILLIAM A. RILEY 4' LOAM ND SEED 47 MAX, 2% CROSS SLOPE CROWN ? DATE: JUNE 10, 2013 ALL DISTURBED R (TYP.) 3 -- 2R SLOPED CROWN 362-4541 3:1 MAX FILL q�e,l:;ey.,ar:;; .;i:•..:..i.-:".�:x:;,'.L:.^Er 12;REP,.R CES -0..ASP T.G.RAVEL; ="•-%_:.. .�� :.•...•��r J'..'•y azr.4.aTet"M:� TO'� 4I/2 B fax 508 362 9880 EXTEND, 30' MIN NON-FROST.SUSCEPTIBLE MATERIAL pRQ.)p SECTION A-A BASE 24' EACH SIDE (<tOS BY WEIGHT PASSING #200 SIEVE) BASE 24' 9ownclftj,m GAS Q In (HARDENED BASE 22' O.A. WIDTH a MINIMUM FRAME WEIGHT: 3- GE-265 LBS. /OWd cape engineering,/AC. hFLANGE-29S LBS. NOTE REPROCESSED ASPHALT GRAVEL BASE TO BE PLACED IN 2-6' LIFTS, COMPACT SUBGRADE MINIMUM GRATE WOGHT: 215 LBS civil engineers q•_p• AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY PASS AREA: 255 SO.IN. T a,;� - land Surveyors THE MODIFIED PROCTOR TWP. O COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION p D). FRAME AND GRATE o nB1 oNIEL 939 MOO Sheet (MA 60 6"WATER MAIN TYPICAL SECTION THRU PAVEMENT moo" m CAN. CONDUIT aML a .40 YARMOUTHPORT MA 02675 DICL CLASS 52 PER 1" = 1•_ p^ xn4LlSaz anuADaeD I BARN. FD WATER DEFT. SPECIFICATIONS NOT TO SCALE "UP.I-EL N,BROCKTON,MA a?�a MODEL..LF 248-2 WEIGHT:Lao LoS DATE DANIEL A. OJALA,P.LS., P.E. 12=240 DEFINIRVE PLAN.OWG DCE #12-240 - --- - - -- — BEARING/DISTANCE LEGEND NOTES: un G LOT LINES: N83'04'37"E 127.23' 1. STONE WALLS EXISTING AROUND LOT PERIMETER NOT TO BE a EA SEMEN TS• N8825'10"E 89.87' DISTURBED, ANY INTERIOR STONE WALL ADJUSTMENTS TO BE APPROVED BY OLD KINGS HIGHWAY HISTORIC DISTRICT AS RO E 6A APPROPRIATE. 2. SEE WAIVER LETTER FILED WITH PLAN, WAIVERS FOR ROAD, PAVEMENT WIDTH, REQUESTED TO MAINTAIN RURAL CHARACTER. RAILROAD P 3. S-FORM REQUIRED, MAINTENANCE OF ROADWAY TO BE g SHARED BETWEEN HOMEOWNERS THROUGH BINDING AGREEMENT Rpv(E c Ln IN HOMEOWNERS ASSOCIATION DOCUMENTS. co z 4. TOWN WATER PROPOSED. BWB 5. ALL PROPOSED UTILITIES TO BE UNDERGROUND. ELEM. 'yq� LOCUS 6. APPROVAL OF THIS PLAN SUBJECT TO COMPLIANCE WITH A r� COVENANT TO BE RECORDED HEREWITH. m ASS E• O. 1 ' O. 7. ABERLE WAY ROAD LENGTH: 580' FROM SIDELINE RT 6A M & H.R.R. T D FMLY N.Y.N•H. U'- TO CENTER OF CUL-DE-SAC. RAILI� OA� OLD COLONY BRANCH 8. NOTE CAPE & VINEYARD ELECTRIC COMPANY EASEMENT 3 N83'04 37 E PER DB 385 PG 463 NEAR ROUTE 6A AREA, 10 POLE ROUTE 6 102.78' LINE, NOT A PLOTTABLE DESCRIPTION. ^ PROPOSED 5,085 SF LOCUS MAP SCALE 1 "= 2000' 4i DRA/NA GE `ram� V L=35. 17' EASEMENT �_ z L=31.17 R=179.89 N882510E LOCUS MAP , _ _ _ _ �. � R=179.8 140.27 SCALE 1"=2000't ASSESSORS MAP 257 PARCEL 10 LEGEND #2519 ROUTE 6A (MAIN STREET) FND R= 79.89 #2530 MHB L=1 AREA OF PROPOSED ROADWAY: 30,123f sq.ft. SF 79.8 C0., UTILITY POLE AREA OF PROPOSED LOTS: 372,550t SF MAP 257 PCL 5 �`J-'• n GUY WIRE SUBDIVISION TOTAL AREA: 402,673f SF OR 9.24±AC 7546/075 MHg �r'� off. I LOCUS IS WITHIN FEMA FLOOD ZONE C AS FND =33.44' os. LA�''_ 0 SEWER MAN HOLE COVER SHOWN ON COMMUNITY PANEL #250001 ���' R=25.00 so 0003D DATED 7/2/1992 �• Vt,0\G� �`�O�L �Q WATER SHUT OFF VALVE �• .�F, ��, ROPOSED CONCRETE BOUND (TYP.) ZONING SUMMARY � �,• ��PO,� � HYDRANT L_40.77' LOT 2 TRAFFIC/STREET SIGN LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 & RG �•gfG��'���'� -o-- ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT R 25.00 '0P��QP 44,115 sq.ft. 1.01 acres ID EXISTING BOUND MIN. LOT SIZE 43,560 S.F. SHAPE FACTOR = 15.4 0 MIN. LOT FRONTAGE 20' 2� PROPOSED-:BOUND MIN. LOT WIDTH 150' ���15$O `, �• o00o STONE WALL MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' EXIST. HOUSE MIN. REAR SETBACK 15' MAX. BUILDING HEIGHT 30' 2� CB/DH FND #2519 � ya ZONING DISTRICT: RG RESIDENTIAL DISTRICT 0.09 IN L.O. UTILITY EASEMENTS 5$�� '►� MIN. LOT SIZE 65,000 S.F. 113 SF EACH �' �69• MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 200' MIN. FRONT SETBACK 30' 'po o.'y� 15 .��_ �� �0 o y MIN. SIDE SETBACK 15' -> > Z �z '� MIN. REAR SETBACK 15' �• - or'- `J- or's- MAX. BUILDING HEIGHT 30' 0 L 0 T 1 EXIST. SHED >� �i , � /- o, uo 44,943 sq.ft. -� �� ,o 7 If- 1.03 acres �L Lo 0 7- < SITE IS LOCATED WITHIN THE AP WATER SHAPE FACTOR - 16.0 y0 �� PROTECTION DISTRICT `rx- 9��� LOT 4 a 0�w� SITE IS NOT LOCATED WITHIN A STATE < ZONE 11 WATER PROTECTION DISTRICT 54,731 sq.ft. ��� SITE IS LOCATED WITHIN THE BARNSTABLE 1.26 acres Z FIRE DISTRICT SHAPE FACTOR = 17.6 SITE IS LOCATED WITHIN THE OLD KINGS Q� HIGHWAY HISTORIC DISTRICT •�� S87 46'40'E _ - - _ _ _ s874640»E - OWNER/AP PLICANT OF RECORD 56.77 36.84' �s jo off, �16 so 2 �� z �`So. WILLIAM A. RILEY ET AL `'cs -` C/O WILLIAM A. RILEY PO BOX 2120 BARNSTABLE, MA. 02630 REFERENCES L 0 T 3 ' o o \ PLAN BOOK 175 PAGE 117, 51 ,391 sq.ft. �F o R�11 � \ N IQ BOOK 257 PG 57 9 -�, \, HIGHWAY LAYOUT 1357 SHEET 3 1.18 acres 9 1� 0�22 9 0 ,\cA DEED BOOK 26616 PAGE 245 SHAPE FACTOR = 15.4 L=20.67 R=170.00 o\vV z/ \m J, CB-CB �,C \ a01. 4,� is 6, o. N N \ =45.78' �p L=15.80' S. o. � -`` R=52.50 R=130.00 ��, L=23.78 z 6, R=25.00QQ rn� , ,, 51 ,0 0�y F'' G / If--;s51 L=23.78' �0�6'�99�,y 10�� / R=25.00 L=54.11' R=52.50 s� 86.63' O.A. FOR REGISTRY USE R�25? o?os R=52.50 / 0. Sg9 titi�� 2 �0 kp. BARNSTABLE PLANNING BOARD / 1 �' R,6 ems. = APPROVAL UNDER THE SUBDIVISION / L-78.30 0 cs UTILITY EASEMENT CONTROL LAW IS REQUIRED a R=52.50 411 SF o� DATE: 00 0 a z N ��A0� 0 LOT 6 87,314 sq.ft. �P: 2.00 acres 6, oZ SHAPE FACTOR = 20.5 oos LOT 5 ON 90,055 sq.ft. p 2.07 acres � = �P I, LINDA HUTCHENRIDER, CLERK OF THE TOWN OF BARNSTABLE, SHAPE FACTOR 19.0 CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN WAS RECEIVED AND RECORDED IN THIS OFFICE AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT FOLLOWING THE RECEIPT AND RECORDING OF SAID NOTICE. DATE TOWN CLERK 6cP i4�. c� DEFINITIVEPLAN OF LAND IN D.H. BARNSTABLE, MA #2519 MAIN 56921 STREET- RILEY SUBDIVISION C` g SUBDIVISION #822 562�2�2 PREPARED FOR WILLIAM A. RILEY I CERTIFY THAT THIS PLAN WAS MADE IN2� ACCORDANCE WITH REGISTRY OF DEEDS 56 22 JP �p`N 1' $zor REGULATIONS EFFECTIVE JANUARY 1, DATE: JUNE 10, 2013 1976. AND AS AMENDEQ JANUARY 7, off 508-362-4541 1988. AoF�\� fax 508-362-9880 downca e.com DANIEL �P�� D.H. P O A. OiALA AfOW/! cape engiaee /fi f, inc. r .40980 r S, cs civil engineers �'�.ti 0-to 2ot3 land surveyors 0 20 40 60 80 100 FEET A 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.L.S.Cr Q YARMOUTHPORT MA 02675 ®DCE 12-240 12-240 DEFINITIVE PLAN.DWG �Q ROUTE 6A COMRAIL ROVE 6P c z LOCUS E• O' T' c. m MASS. `n RAILROAD ROUTE 6 � N 2718489.9645 E 977464.6197 LOCUS MAP SCALE 1 "= 2000' N 2718477.5761 E 977362.5909 LOCUS MAP v SCALE 1"=2000't N 2718472.4240 ASSESSORS MAP 257 PARCEL 10 E 977361.0887 PROPOSED ROADWAY LENGTH 0 CENTERLINE: 800.51't AREA OF PROPOSED ROAD- 16,752 SFf (0.38 ACRES±) N 2718398.0313 LOCUS IS WITHIN FEMA FLOOD ZONE C AS i E 977317.9992 SHOWN ON COMMUNITY PANEL #250001 0003D DATED 7/2/1992 N 2718367.1741 ZONING SUMMARY E 977314.9831 0 \ LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 & RG i����' \\ �S \\ .LOT 2 ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT O \ \ 44,115 sq.ft. MIN. LOT SIZE 43,560 S.F. �► \ \ 1.01 acres MIN. LOT FRONTAGE 20 \ \ MIN. LOT WIDTH 150' N 2718345.0835 \ \ SHAPE FACTOR = 15.4 MIN. FRONT SETBACK 30' E 977250.1332 \\ \\ N 2718287.7383 MIN. SIDE SETBACK 15' \ E 977567.8485 MIN. REAR SETBACK 15' N 2718338.4217 \ \ MAX. BUILDING HEIGHT 30' E 977285.9153 \ \ \\ 220 \CB/DH FND ZONING DISTRICT: RG RESIDENTIAL DISTRICT \ .09' IN L.O. \ \ MIN. LOT SIZE 65,000 S.F. \ \ MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 200' N 2718251.8161 \ \E 977122.5475 MIN. FRONT SETBACK 30' \ \ \ \ co O y MIN. SIDE SETBACK 15' \ \ 2 'o MIN. REAR SETBACK 15 LOT > \\ \\ N 2718198.8506 `n�0r' MAX. BUILDING HEIGHT 30' \ \ E 977423.2098 -� 44,943 sq.ft. \ \ � 1.03 acres \ \ � oZ�� < SITE IS LOCATED WITHIN THE AP WATER \ \ �� C���ji9 PROTECTION DISTRICT SHAPE FACTOR = 16.0 \ \ L 0 T 4 �' 0 SITE IS NOT LOCATED WITHIN A STATE N 2718155.4471 W \ \ < ZONE II WATER PROTECTION DISTRICT E 977403.5622 \ \ cn cA \ \ Z54,731 sq.ft. SITE IS LOCATED WITHIN THE BARNSTABLE p \ \ 1.26 acres Z FIRE DISTRICT \ \ SHAPE FACTOR = 17.6 OWNER OF RECORD \ \ / WILLIAM A. RILEY ET AL \ \ C/O WILLIAM A. RILEY \ \ / PO BOX 2120 \ \ / BARNSTABLE, MA. 02630 `\ `\ REFERENCES \ PLAN BOOK 175 PAGE 117 N 2718042.8656 LOT T 3 `\ `\ / DEED BOOK 26616 PAGE 245 E 977268.2540 \ \ N 2718008.8223 51 ,391 sq.ft. `\ `\ E 977545.3921 1.18 acres \ \ SHAPE FACTOR = 15.4 \ \ I N 2717987.1894 N 2717990.8,419 E 977511.7466 \ \ E 977555.4668 N 2717942.4841 \ E 977578.8174 N 2717961.0575 E 977732.0354 \ \ N 2717928.7137 \ \N 2717973.4090 \ � E 977597.1087 E 977519.4662 0 kp -o NP Td �� / \ N 2717903.4705 / do '6��ny-o ' E 977633.5625 PA Vf- �0�,� �9�2 /N 271792 R 47.5' E 977542.7968 N 2717902.2036 s, E 977542.2062 i / N 2717829.6905 / N 2717850.4648 977611.0712 E 977542.9237 N 2717788.4896 E 977436.9472 LOT 0 87,314 sq.ft. 2.00 acres SHAPE FACTOR = 20.5 LOT 5 90,055 sq.ft. 2.07 acres SHAPE FACTOR = 19.0 D E F I N I T I V E F-mi"L A N OF LAND N 2717469.5177 IN E 977972.4801 D.H. BARNSTABLE, MA N 27 E 97781414.60006 00 #2519 MAIN STREET RILEY SUBDIVISION SUBDIVISION #822 PREPARED FOR N 2717328.7396 E 977647.3461 WILLIAM A. RILEY JP��p�N °PN$6122� 1`L DATE: JUNE 10, 2013 off 508-362-4541 _ fax 508-362-9880 ASH OF A SHEET Bj�aLSNOFhtigS , r��,w s��y D.H. downcape.com DANiLA.n DA Nowa cape engineefi#g, iac. cya NI EL �G�fT ` OJ A>A `re A. Gli'iL y OJALA -o NO.46502 C/V// engineers Scale: 1"= 40' `` 80 land surveyors , or`~ ��F �'C Goa s s 0 20 40 60 80 100 FEET �y j 13 r ,ti, �� ^ 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.L.S., P.E. YARMOUTHPORT MA 02675 ❑DCE 12-240 12-240 DEFINITIVE PLAN.DWG �Q ROUTE 6A COMRAIL ROv(E 6P � z y9T LOCUS Oy rm U) — —50-- - - - ROUTE 6 MASS HIGHWAY �� - - - -42- - -40-- ROUTE 6A PROPOSE LOCUS MAP SCALE 1 "= 2000' D 5,085 SF STA. 253+69.90 DRAINA GE EASEMENT _ 3B- - � o- LOCUS MAP Qk - - - - - - - - �- �- - - - SCALE 1"=2000'f p� ry� /l / � ASSESSORS MAP 257 PARCEL 10 P� p ( \ AREA OF PROPOSED ROADWAY: 16,752 SF (2) EXISTING 0�Qpy� // AREA OF PROPOSED LOTS: 385,921 SF 3' TREES ��; / TOTAL LOT AREA: 402,673E SF OR 9.24±AC LOCUS IS WITHIN FEMA FLOOD ZONE C AS _-Z SHOWN ON COMMUNITY PANEL #250001 0003D DATED 7/2/1992 /�� `• .x; WASHED STONE CONSTRUCTION APRON `• 12" MIN. DEPTH, 3/4-1.5" NATIVE WASHED STONE ZONING SUMMARY \;°�• DI // LOCUS IS LOCATED IN ZONING DISTRICTS RF-2 & RG L 0 Ti 2 ZONING DISTRICT: RF-2 RESIDENTIAL DISTRICT I MIN. LOT SIZE 43,560 S.F. 44,1/15 sq.ft. 1101 acres /� MIN. LOT FRONTAGE 20' V, i SHAPE FACTOR = 15.4 / MIN. LOT WIDTH 150 / MIN. FRONT SETBACK 30' o �c. _ 40- \ 42 / MIN. SIDE SETBACK 15' QP \ ; \ \ ` �,`� / MIN. REAR SETBACK 15' EXIST. HOUSE \ \ - \ \ / MAX. BUILDING 3 V�p� _42- I \\ 44 \\ \ / � G HEIGHT ' 0 +\� \ \ I T¢P OF SLOPE 44- 2 0 CB DH FND / / TOPS + + �.. !. \ 2 /` \ � �I \\ � / // / ZONING DISTRICT: RG RESIDENTIAL DISTRICT 09 IN L.O. +\+ � �J N \ 1 J + +-+' + �� ✓ �'--NZ�T�' EASEME'N'TS / MIN. LOT SIZE 65,000 S.F. `� � ✓ ��o \ \ I 11 CH l ( / MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 200' F y \ I^ -38 � \ \ \\ j�"'�"��--�.��,,�� 1 MIN. FRONT SETBACK 30' y tom \ ) I C) A y MIN. SIDE SETBACK 15 - , , o - 2 MIN. REAR SETBACK 15 \\ s LOT/ +\ T. ++ �\ �� , \ \ \�� `nF o�s� MAX. BUILDING HEIGHT 30' \\ \ �,J4� �Sq.f t ` �* \ � � \ 38 \ �40- '` �`Q o� < SITE IS LOCATED WITHIN THE AP WATER \ \ / 1.03 acres I - �\ o �I +.+\ � ?� \ \ \ - - - - \ + \ Z PROTECTION DISTRICT \ \ \ � APE FACTOR =1 16.0 . _ \ ` \ Z \ —3g- � C) tl� \ �xo /I I \+ \ \ +++ O T r' o��� SITE IS NOT LOCATED WITHIN A STATE \ \ + + + / I + + ��_ - \ ? + �� _ < ZONE II WATER PROTECTION DISTRICT \\\\ \ I + \ - -36- -- - -'+ +;++64�+�1+ �f i - `nines SITE To UTILIZE NATURAL LOW AREA- SITE IS LOCATED WITHIN THE BARNSTABLE \ \ /\ + + + 'p 1 \ \ + + �A a�S — — _ _ _ �02 OVERFLOW EASEMENT FOR CONSTRUCTION FIRE DISTRICT \ \ ,. " .\ 1 / + +\ Q , •\ \ PERIOD STORMWATER INFILTRATION. CONTRACTOR \ W� ` TO REMOVE ANY CONSTRUCTION SILT AFTER \ \ \ \ \ I-30 \ \ \ [ — + SITE STABILIZATION. + \+\+++ +�+ + I, �� \ \ I� \ ,34— _ _ .. _ — \ OWNER OF RECORD \ +++\+ + I\+ _ \ WILLIAM A. RILEY ET AL \ + + \ I i , ���� \ \ �� - -�- - \- �� \ \\ / P/OBWI 2AM A. RILEY \ \ + +\+ \ \ \ + 1 +\ \ I y \ \ o .i \ p \ \ \ \ \ \ BARNSTABLE MA. 02630 73 +\+\ + , , ,�2/ 1 \\ ��' �\ w, \ `\ �JD a� jam`\� �,\ \ \\� \ \\ REFERENCES \ l M \'� \ t •. o \ I���\ \ \ \ \ \ PLAN BOOK 175 PAGE 117 �Q + +\+ \ \ X \ \\ \ DEED BOOK 26616 PAGE 245 ® + • LOT 3 i \ k \ \ o2, + +\+ ; 1.18 acre \+\+ +\+ S E FAn 5.4 \ \ �\/ \ \\ + y� \ \y 16 `y \ TOE OF\ > \+ � \ \ '���� \ \SLOPE�z \ \ \ \� '� � /+ + /+ + SLOPES IN EXCESS OFI 10% \ \ 5 \ 1 \ \ b6' �y,AF \ � \\ � \ � `�\a 0 3 7 ° PALE\+ + -+ _ \ e +- + + + + + +\ + G / 4+ + +*5+ ��� + N + + \ o s \ + + OF+ 95I� • " / I \ \ � � I € / + <+, +-, \+ \ + -+ 66 +4 + \+ + +/+ + + + + + + + + + 1—+ \ \ \ +\��' \+ +cS +\ + + + + + + .�. + +� + + / - + +\ + + + + - -\- �+ 4 + +\ \ + + + + 4 + + + + + + + 6� -+ \+ + + + + +\ +\+ + + \+\4\ 1 + + + + / \ + +\ + + + + +\ + +\ + + `+ +\ + + +I �+ + + + + + + + I+ + + '+ + \+ \+ +\+ + + +\+ + + 4 + + + + + + + + / /+f \ + + � \+ +\+ � +\+ + + +ICI+ + + + + + �/ � + DRAINAGE �\ + +� � �\ ++ + +\ ++\+ �++ \�+ .... + / +t+ + + + + 4 +\ + \+ +\ +\ +\+ +� + +fir' / AREA 1 \ ++�+� ++ + ++ + + ` ++++�+ + + +I � +++jf / / tee,,.+++++. 218,804E S.F. \ �+ + + + . + . +\ + + + +\+ \++ %+I+%%+++' +++ + j��a +++++ +� ++ — — + + +\+ +\ + + +\+ \+ + + \ I+ +I +\ + + + + a + ,.".__.._ ' + + + + + + 4 / ++ ++\+ ++++ I, + + +\ II �-86� \ � � + � a\ + + + +\ 4 \F�� + � � � \� �+�+ �4 r++++ . +4+ a4++j+� 4 j��, +� �++� ��+ + F++� �s�<a•��+++\+ \ \\ � �+++++ +'*++\ ++\ + +\. + +a + a +�++\++`++++ + +++a -�+4 + 5 + + 41 s, +•� t+++++++ '+ + +\ + + + + I + a<r+ +\+ + + + + � + + + +/ + + + + + 2-M noes- + 4 + + + .V +\+ +\+ + + +\+ � + \ 1 +1 + + + �- + + + +. + + + +_ + + + -+ + + + + + + I� + + +\+ +\ +\ + + + + +\+ + + + +_+� - + + + + + + + + + + .- + + + + + + + + + +\ o� + + + + + + + + + +� + 4. + + + +, + / + -\ + + +\ + + A+ + + +\ +\ + + +�+ + + + + a- + + + 4 + + + + +—+,+ + + + a — -� + \ �++ ++ ++ ++\++\++ + cJ + + _ ++� + + -++ + + -+++ + +� 5+ + + + +• . \ + + 4 + \+ + +\ + + + + + + . + + 4 + + + + + + + +\/ + + +\ + \ + \+ \ \ + + + + + +__ + + + + + + \ \ 414 + + + + ` + +\ + + + +- + +.. + + + + + + + + + + + + + \ i+++•/ ++t++++ I a�a�+ + ++ ++ / / / � \ • + �1+ + +/ + + + + / \+ + + ' + /+ + + A + +� + 4 + ++ + + + + + + + - / / -+/'+/+ \ + + + + 0--+ + +/ + + + -' +\+\+ + ,\ + + + + �6 + + + / I + +• + + 1 \+ + + + +/+ + +i+ + + + + +� + + + + 4 + + + \ / + + + I I + + +\+ 4/+ + + + + + *- + + - �- 4.- + + + + + + + \ I� i ++ +++ + '�r + + + + + + -I®—+ + + + + + +— + + + y + / + �+ + +/a + + + - \+� +- + + � + + —+ + +_ �� / a + + + ++ + 4 + + + + + + 4 —+ + + + �+ - ...__....._ + +_ + + + + I + + 4 4 + . �' �_ + + �- + + + +�+ + + + + + + DEFINITIVE PLAIN I ��_+++++4+�++�,;/ ��_� �_�� +��+ + � � +��_� + � 4 + ,II%���+�� +�++ /+++ +\ + + + + + + + 4. ti� + + + + + + / +--+ +^ +^ + + + ...,.�/ ` + +\+ + '* +--3,+ + ^/�- + + + + /+ •/+ OF LAIN® + + + + + .�� I _ + + � + +✓ + + + + + + + + + + + + + + + + + + + �+- -+-+ + I+ + + +�+�+ + + fir+ — _ + + ` + +/ + + a + + + + + + + + +j + +�+ + + \ + + 4 + + \+ + + \ + + +�+ + + + + + 4 + + + D.H. BARNSTABLE, MA +�+,+++�++�\ + 4;.++++ + + + .+++.+. . . + $ + + �o 4 #2519 MAIN STREET +++r++++++ +:�++++ + = \\+ ++ \+++ \+ � ; + + + + + + +' + + + + +\+�+ +\ + + . . . . . . . + + +/ + /+ k + + + ++++ !t ++ +++++ RILEY SUBDIVISION + + + '+ ++ ++++�++ /++ ++,++ +++++\+. �,��+++ ........ +\ + + + }\+ 4 4/4+/4/ + J SUBDIVISION #822 +\++\+++ +\+ 11, ,4 4 +; -_ +/ \+ 4 4\ + + + + + �6 PREPARED FOR +\+ \ ++\ N'+� + + +% WILLIAM A. RI + +��� -_ + +,+ , / / 25 G�j` Sir` LEY , + + + +, +- a/ / Q ��� �� + +, '+\ +�+—+_ +L+- + + / MP g. 0P N� + + ,\� +, + role�l DATE: JUNE 10, 2013 off 508-362-4541 r E �='k ' SM OF M \ �, fax 508-362-9880 SHEET C `' �r;�F��z�i of M�� �'`� °syc \ E H M ARK: K;` � ��DANI;�LA. tiD. � downcape.com f ArII L RILL HOLE downca► a ea i�ee�i //!C A �r ci C?JAIA ELEV.:85.25 p ft . ,. U OJAtA m No. CIVIL>^c•502 Scale: 1 = 40 40•40080� J civil engineers o a F�ss�o AL Ian d sur veyors r 0 20 40 60 80 100 FEET939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P.L.S., P.E. YARMOUTHPORT MA 02675 DCE 12-240 12-240 DEFINITIVE PLAN.DWG 36 //Al \ I \ / // S26'16'03"E oQ/0 ,P��� 1 1 ,� ,/ 169.31, DRAINAGE SCHEDULE _ INV. UNSUITABLE SOIL REMOVAL REQUIRED DO TO SAND \ - - 526�16'03"E STRUCTURE RIM IN/ OUT STA. OFFSET C� A�REPLACE NTH 'CLEAN-GE COARSE ARSE�SAND.M AN 5' AROUND-, SEE-SOIL LOGS._ _4p \ _ _ - - ' 42� \ /� 35 32' / \ ^\ / // - -3s '4���E� - _ - - -� 45 w \ \\ CB 1 36.8 32.9 2+00 8.00 RIGHT 3 �� / \ �qo � � � � LOT 4 / i �°e��- s, °` �- - . _ _ \ r l ai - / / S q - _ - 3 /i 'n °D -\ 1 I CB 2 36.8 32.8/32.7 r� 5 _ 8• // I 2+00 8.00 LEFT \ 04 \ / q.2 - 2� o \ I \ \\ /�O�O PROPOSED CATCH BASIN (TYP.)-\FLAIR BERM AROUND \ N / - - - / // // , -° /$�_�ArU'Qq_4 NO- -� - , Z _\ \ �I ` i ` I MH 1 37.0 32.6/32.5 2+09 12.80 LEFT BASIN S9 CENTERLINE OF BASIN ALIENS WITH THE `� o - / / (b�\/,�CO• -� OV [O \ p\ 'Ilia I \ I FLOWVLINE-OF THE ROADWAY \ G nj �1 V \ I 35.0 30.0/27.5 3+61 14.55 LEFT \� �Q�� - - - - - -- / / / �/ _ S_34'14 2_7_E 85.59_ _ R=�_l'Y p_Rq�i�gG \'0 3s 3 \ • o \\ �� l MH 2 1 \ �' �' �'� / �' DRAINAGE EASEMENT o 17 E E§4,Fe4ENT `-`'\ \\ \ Co O \ D� \ Q��P U.G. ELECTRIC WITH /� / / +'�/ '\ �� ^ O I ,61p SF�° cp\ o �O \ a O LOT 2 \ - - (� - - TRANSFORMERS ANq / ,�0/�� - - 4,974 SF- II NI O O' ^� °�\ ' h \ /�hry � Q I 1 LP 1 3+68 35.47 LEFT 1 O / ,38` ` / CO j- - ��4-Lp932-L �� ti ^ Cj A• O �Q `� I Q 32.5 27.0/27.0 ^�' � - PULL�XES TO�NSTAR / �\ \ // I /��h tij SPECIFICATIONS / / � 1P `'� '`' !L / /�Nh \ 1 / \ \ \ '\�' 7.17, / / �� �� ( ,o 0 0 0 � ��d v�3 v // I _ / \ \ \ 2 \ '�^ 1 „ \ J � / N2'44'23'"W .. � �- k,/ i „ NEW HYDRANT #2 1 \ I LP 2 32.0 27.0/27.0 3+83 36.82 LEFT 30 X30 STONE PILLAR / % / c - , (nI o `� 0 E /��0. \� C.B. TO BE SET I /N32'4423 W 40 \ MH - �� 6„E + �6 /O/ ��, 53°ZD U.G. ELECTFHC WITH \ -- - - - - - - - - - - - 1 - - - - - - - - - - 0 - - E- - - = 66 / ^��^'� 15.00 PTULLSB XES OFORMERS �STAR l \ I I I LP 3 31.7 27.0/27.0 3+99 36.10 LEFT 0 o i B <b � ,n \ 1.0% " _ II / �' O SP CIFICATI NS / I rn ��'( 1.0% O I o O A 1 36. 1.0% 1 + 1 PT. "' 150' o oco \ p Ln x I _ ,' N - ° M 34.9 18.24' / ®`tt' ' `� / / I LP 4 31.5 4+15 37.44 LEFT w I �_ o N ID - PRIVA WAY - - - - - -4-- - _� cB3 - 34_ � r� / / I I 27.0/27.0 - - - - - - - - - - - - - - - - - - - - - - - _ / �� _ i !r� W _(- _ - W W--,�-f W W W 2'44 -W G G W ^ - `�I� o I I �ko�\ / // / I I LP 5 31.5 4+30 36.72 LEFT N y ►r� / '200.04 _ _ - - G G �' R / 6 l / r i 27.0/27.0 r NE4W HYDRAN #1 / 40��- I - -36- !I /il �3:�� / �--- 42) _ �m Q --C---- 6" DUCTILE IRON WATER MAIN�EMENT LINED/ „ it ^ / F ` - _ I IW I- �Z 3g_ / �_ 441 J I / ALL WATER WORK TO DEPARTMENT SPECIFICATIONS 3/4 WATER SER4 WI �U$B STOP - - - �-- ^ / 1 1 / EACH LOT P. _ / / LP 6 31.5 4+46 38.07 LEFT IQ ^ 00 0 �� a L1 I I / / ) �$ �.la �a �j�/ /c // \ 27.0/27.0 \ CEMENT BOUND - I /40* \ / TO B SET (TYP.S "� oo 38 / - 461 / 4+39.4 8.00 RIGHT X v - \ I I / / .00 � � - 40- 44 � 1/ \ / / CB 3 34.6 30.4 R�LOCATED - �\ � /� ��8 - - \ Ip4S STONE V�ALL I / - - _ _rxo�� X I (DRIVEWAY I 1 / / ✓� Jai / SPA � ` " N �2- _ �8 �f _ \ ` O CLOSE RT. A CUT) �`�� _ / / p I / cb _ �5'0 �/- LOT � - _ 1 I CB 4 34.6 30.2/30.0 4+39.4 8.00 LEFT SHED \ ) / \ O W / O °h � � -_ - - - �\ � -52 - JI I I OKHEMOVE TREES PERMISSION I ^ / -/ / \\ 3Q 'S� / / - - Q p - - I Z/ ry �' / / - 0 � � / / 54_ - / I 4+50 17.89 LEFT / / I _ ' -LOT 1 ( I / _ _ _ w N LOT 3 v / // �' / � - - - _ - - / MH 3 34.0 29.4/27.5 GRANTED 4 10 2013 / / // ry _50 '- � MASSDOT APPROVAL I FILL OLD RIVEWAY AREA, HIGHPOINT AT LOT LINES J r / / N / / Q- / / / /h/ / �5 -4`��/ - - - - - - - 56- - - - PENDING I BERM RUNO F FROM ENTERING ROAD- 9R-LOT / / / 1 I d � / / / /I / / �(�/ //5 56� -q� _ � � �58- - - - - BENCHMARK: / / / / / m a9 / _5$ �_ - - - - s _ I / SPIKE �° / / / / i�� 62 -_ - - _-62,. _ O \ // / \ (\ � _�o z � �/ � / ELEV.:,3�85 �� / /° ��/ /�/// ��// // /� i6 6b I-/-- - - - - - - - - - - - - � \64- - - - - Ln se-- z J� LEGEND _ - - / / / / �- _ _ _ _ - - - _ -\ EXISTING CONTOUR - / � � �� - - - - - - ` \\ \\\ X 99.1 _ / / / / / _ _ - \ EXIST. SPOT ELEV: BENCHMARK: � � , - ..� - _ _ � � - - - _ _ / � � - � � � � � � ��� �� � � � �� � � i �, _ _ _ - 8 CB/�DH I ' '_ - _ =40 42� _ _ _ _ / 6�0 _ = _� i 7 �° 6�j / //" / / / / i -7g-80- - - - - - - - \\ \\ \ -[99]- PROPOSED CONTOUR o EL_?Y :39.58 _36 ,wv �46- - - - - , _ - - _ - _ - '_ - // 44.7 ' r „ N 36'02 , - 230 91 ' �/ i ' i ' �•' ' - 5 / - 82- - - ' \�1 \ \ 198.41 PROPOSED SPOT EL. N 4'03 39 W - -n' _ r i / ' O6�`=� / / � / / / , / / / / / / /'�1k� j/ / / / - '`24'07'09-W_ / \\ \ TH 1 i J 1n i rTom►it %uel i rr r / 16 STOW M/AI �� \ Scale:1 = 40PLAN TEST HOLE NOTE: GRADE TO BE PITCHED 1.5% MIN. AWAY FROM STATE HIGHWAY LAYOUT LINE AS SHOWN. CUL-DE-SAC CATCH BASIN SITE ENTRANCE AREAS SHALL BE GRADED TO PREVENT ANY STORMWATER RUNOFF FROM ENTERING ROUTE 6A LAYOUT FROM SITE OR VICE VERSA. 0 20 40 60 80 100 FEET Scale:1"= 40' UTILITY POLE HIGH POINT ELEV = 38.19 50 tiq FIRE HYDRANT 50 HIGH POINT STA = 6+38.3 LOW POINT ELE = 34.90 PVI STA = 6 38.36 TREE Q I Z �48 LOW POINT STA = 4+27.31 PAID. = =3 808.46 48 LIGHT Z Q PVI STA = +43.97 K = 20.0 O � ~ I Q I I- ' PVI ELEV = 34.57 100.0' VC �Oo WATER SHUTOFF EXISTIN GRADES 12 R GHT w l I~_ A. . = o `r I Q I o co EXISTING CENTERLINE GRA ES K = 33 33 �° ,. GUY WIRE 100.0' C C > M Iry 4(10 4 ry F- EXISTING GRADES 12' LE T \� � 44 SIGN z_ PROPOSED CL GRADE rn 00 "' J W WATER LINE QI � I O I �� ' \� M + �'�\� aODo r G GAS LINE I � I J / \ rn M U) >/i \ + E U.G. ELECTRIC c� I c� I STA: 0+1 ELEV: 39.30 / �, + a °° �� v r NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING STA: -0+09 ELEV: 38.91 I I i \ + v~i ` W ` < 40 140 CB3+CB4 �\ N -1,507. / _ STA: 4+27.3 w ; m INV. 30.1 I (36 36 TEST HOLE LOGS w I I j A: 6+25.04 ELEV: 10 \ `� `� ENGINEER: DANIEL E. GONSALVES, SE #13587 "OIA' "IR " FILE PLAN STA: +14 ELEV: 39.30 STA: 1+00 ELEV: 38.01 \ _ _ _---_ -- __- - N I I --_ �� '-�/ \ �- _ __-__ 10/24/1 TH1 < 4 MIN/INCH DATE: TO ACCOMPANY I STA: 0+00 ELEV: 38.90 STA: 7+00 ELEV: 37.16 PERC. RATE C2 TH2/3 <2 MIN./IN. n - _ _ / STA: 4+75 EV: 55.24 32 CLASS I SOILS DEFINITIVE I I 12„ STA: 7+50 ELEV: 36.58 TH D1 TH D2 TH D3 0o I I32 DS N-12 AT } 7g I I I I I I -IT . 18•"ADS N-1 AT 3% STA: 5+23.8 ELEV: 36.17 DEPTH DEPTH DEPTH n 4 36.5 �„ 30.0' Q V 32.5 L A N D CB1+CB2(0 LJI MH1 MH2 I S A: 7+91.07 ELEV: 36.17 STA: 2+00 STA: 2+09 STA: 3+61 SL SL SL IN INV. 32.8 INV. 32.5 INV. IN 30.0 MH3 28 . 10YR 3/2 1OYR 3/2 10YR 3/2 d- 28 8 35.8' 8" 29.3' 7" 31.9' RIMS 36.8 INV. OUT REQ. II I II II II STA. +55 BARNSTABLE, MA _� 4' SUMP REQ. I I II I I I I II II I INV. OUT T 27.5 B B B LS LS LS #2519 MAIN STREET N N 12"ADS N-12 AT 3% I II 11 II II II ��' 4' SUM REQ. 36„ 10YR 6/6 r 10YR 6/6 „ 10YR 6/6 , 33.5 36" 27.3 36 29.5 � I I II II II II II I - w In o 24 UNS (TABLE SOIL R MOVAL REQUIRE DOWN TO SAND24 c' c' RILEY SUBDIVISION > LP1 P6 LA ER UNDERNEATH DRAINAGE SYS EM AND 5 ARO ND, SEE SOIL L GS. Ls Ls STA: 3+68 LP5TA: 4+46 REPLACE WIT CLEAN COARS SAND. PERC c 11OYRN6 PLACE „ FIRM IN PLACE IN ERTS LEVEL AT 27.0 LP3 10YR 6/2 SUBDIVISION #822 LS 108 21.0 96 24.5' LP2 STA: 3 9Z - - LOAMY SAND LP4 -, FIRM IN PLACE DATUM ELEV STA: 3+83 STA: 4+15 10YR 7/3 PERC® <Z cZ cZ PREPARED FOR ,20.0Q BY INSP. POCKETS FS FS O - - N 00 0) O n SILT FINE SAND FINE SAND CD O O 0A t0 1p r� Of U) CV N M O �0) t`n O �If1 �O ^IA 00 �� �O CVO Kim ui�O �t0 ^•- �� d d T / / M M d M M M M M M `� M M M M M I 132" 144 144 A.00 V) n � " " 7/3WILLIAM A M M M M to IM M M M M M M M 00 rM M ►� 25.5 10YR 7 3 18.0 10YR 20.5' EXISTING CENTER LINE GRADES NO GROUNDWATER ENCOUNTERED 0+00 FINISH CENTER LINE 1+00 2+00 3+00 4+00 5+00 6+00 7+00 DATE: JUNE 10, 2013 GRADES NOTE: SEE ACCOMPANYING DETAIL SHEET FOR off 508-362-4541 CONSTRUCTION DETAILS AND NOTES. fax 508-362-9880 downcape.com CV U) 10 to U) 1� 00 O f0 I� tD � O M U� /D IR 0) U) O N 00 I� LO d' N CV U) I� cL) CO W) M M M M M M M M M M M EXISTING LEFT �o w!! CQAe e# Meer/ag, 14c. GRADES civil engineers � oF,�,gss s�EA�SH�FM land surveyors �o DANiFL �\ �'%fin` DAVIT A. G o � � Iq � N � f"a- A. �� (� 0i I �� 939 Main Street ( Rte 5A) EXISTING RIGHT /I M M d '' M M M PM M M M M M r`' ``' o N0 O U �� Np.4ca502 GRADES 0 I I o YARMOU THPOR T MA 02675 \a \\wr`,N�$URVEy F`SS/ NAL LNG a , Scale:l"= 40' Scale:1 = 40 HORIZONTAL Scale:1 = 40 (9-10 )3 ~ .1 ROAD PROFILE VERTICAL Scale:l"= 4' DATE DANIEL A. OJALA, P.L.S., P.E. 0 20 40 60 80 100 FEET DCE #12-240 0 20 40 60 80 100 FEET 12-240 DEFINITIVE PLAN.DWG NATIVE STONE RETAINING WALL SEE CROSS SECTION 47 4 46 46 45 4 A � 45 44 44 43 28.5' 28.5' 42 43 42 38' `� � o 41 4140 40 " " ASPHAI T RFRM7 STA 6+00 39 39 0 (TYP.) PAVED SURFACE 38 38 PAVE u u u u J� 37 PLANTED ISLAND 37 36 36 STA 7+10 GRAVEL BASE 3 35 34 34 STA. 6+00 (—STA 7+ 10) SECTION THRU CUL—DE—SAC 1" = 4' HORIZONTAL AND VERTICAL SCALE 0' 4' 8' NOTES: (APPLY TO ALL SHEETS IN SET) 2.5 4" LOAM & HYDROSEED ALL 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS DISTURBED AREAS TYP. APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING o�r�Ra� 1 1.5' MIN. DIMENSION FITTED CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE Nor �F- / NATURAL FIELD STONE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR O/STU��TZID S4OA / BOULDERS o xDFA O OVER MIRAFI EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. F 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS / PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS f AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD CHINK LARGE GAPS, INFILL SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. BETWEEN FITTED BOULDERS (TYP.) 3. VERTICAL DATUM IS NAVD88 FROM RTK GPS. (ADD 1.0' FOR NGVD29). 1.25 NATURAL FIELD STONE 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20. a 1 BOULDERS- 3-5'0 TOESTONES TOE SET 2' MIN. BELOW GRADE 5. 4" LOAM AND HYDROSEED ROAD SHOULDERS/SLOPES AND ALL DISTURBED AREAS. LEVEL SHOULDER WHERE SLOPES EXCEED 10%, WOVEN FIBER NETTING SHALL BE SECURED IN PLACE TO PREVENT EROSION. 5.0' 6. PLACE FILTER FABRIC BETWEEN FRAME AND GRATES UNTIL ROAD PAVED AND SHOULDERS STABLE. MIRAFI 70OX FABRIC UNDER STONE 7. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. ALL UTILITIES TO BE SUBSURFACE. 8. INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS. 2'-10" SEE BARNSTABLE SUBDIVISION RULES SECTION 801-61 (9 STEP INSPECTION PROCEDURE) TOESTONE EMBED 2' MIN. NEW ROADWAY SEE 24 HOUR MINIMUM NOTICE REQUIRED PRIOR TO INSPECTIONS. 2s" PAVEMENT SECTION 9. HAY BALES AND/OR SILTATION FENCE SHALL BE INSTALLED AS SOON AS PRACTICAL AFTER SITE ROCK RETAINING MALL CROSS SECTION NOTE: CENTER OF BASIN IS TO PREPARATION WORK HAS BEGUN. NOT TO SCALE 6" LOAM AND HYDROSEED ALL DISTURBED BE ALIGNED WITH CENTER OF 10. ALL EROSION CONTROL STRUCTURES SHALL BE MAINTAINED IN GOOD CONDITION AND INSPECTED ON A yf AREAS NOT PAVED. SEED MIX PER THE GUTTER LINE, FLAIR BERMS REGULAR BASIS UNTIL ALL SITE IMPROVEMENTS ARE IN PLACE AND VEGETATION ESTABLISHED. DRAIN 8 1/8" BARNSTABLE SUBDIVISION REGULATIONS. AS SHOWN ON PLAN VIEW. 1 s' CENTER TO CENTER SEE EROSION CONTROL PLAN AND NOTES ON SHEET C. 24° H-20 F&C'S CL BASIN ON FLOW LINE 11. THE SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT SOILS, VEGETATION AND MORTAR ALL COMPONENTS H-20 F&G'S CONSTRUCTION DEBRIS FROM THE PROJECT ARE CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. MANUF. LeBARON, BROCKTON, MA /MID.) MORTAR ALL COMPONENTS � � PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND LANDSCAPED AREAS SHALL BE PROTECTED BY MODEL: LK 110 24"0 H-20 FRAME & GRATE. ON LP6, CAST IRON COVER TO GRADE ON LP1 & LP5 / �P•) CROWN-1/4"/FT. sLOPE PROPER GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE REQUIRED UNTIL STABILIZATION OF THE LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS H-20 CONC. COVER TO WITHIN 12 GRADE OTHERS 11 SITE IS ACHIEVED.MIRAFI 140N FILTER FABRIC OVER MORTAR ALL COMPONENTS SEE PAVEMENT SECTION 1 1 PICAL ACCESS COVER WASHED STONE (TYP.) 12. ALL WATER MATERIALS AND METHODS TO BE PER THE BARNSTABLE FIRE DISTRICT WATER DEPARTMENT N TOP STRUCTURE 2' ABOVE INV. T. CEMENT LINED DUCTILE IRON PIPE CLASS 52, STAINLESS TAPPING 12"0 H-20 HDPE CPP ADJ.. BLOCKS SPECIFICATIONS AS AMENDED TO PRESEN ( SCALE: 3/4" = 1'-0" MIRAFI 140N FILTER FABRIC OVER 24"ID ACME RISERS AS REQ. SEE SCHEDULE FOR EL. COMPACT BACK FILL AS REQ. SLEEVE AND GATE, DEPARTMENT STANDARD HYDRANTS, LISTED INSTALLER AND INSPECTOR REQUIRED, COORDINATE WASHED STONE FABRIC OVER AL� 12"0 H-20 CPP 12"SLOTTED H-20 HDPE WASHED STONE (TYP.) PITCH 0.5% MIN. GROUT ALL WORK AND INSPECTIONS, TESTING WITH THE DEPARTMENT. �(TYP.) COMPACT BACK( FILLA DRILL (2) 1" MORTAR 13. MASSDOT APPROVAL OF DRIVEWAY RELOCATION AND ACCESS PERMIT REQUIRED, CONTRACTOR TO COMPLY WITH IN 6" LIFTS (95%� PRCTR.) HOLES OYP.) INVERT ELEVATION LISTED I ALL REQUIREMENTS OF PERMIT INCLUDING TRENCH PERMIT, DIGSAFE, AND TRAFFIC CONTROL MEASURES. SEPARATE MASSDOT PERMIT FOR UTILITIES TYPICALLY REQUIRED. 0 12" SLOTTED H-20 HDPE PIPE TRAP B TRAP B. \ C. . LAY LEVEL BETWEEN PITS C. 6.B. 33 1 4" SLOTTED HDPE 6'-8"X6'0 12"0 CPP 12"0 CPP / H-20 ELBOW ELBOW WITH 4' WIDE 1000 GAL. 1 24 1/4" 3/4" - 1-1/2" 1 4 0' 3' DEEP LEACHING TRENCH A LEACH PIT WASHED STONE BETWEEN STRUCTURES WHERE INDICATED H-20 DEEP SUMP Fum" E T A I L too""" H E E T ELSE 12"H-20 HDPE PIPE AT 0.5% MIN. PRECAST PLATE TRENCH CROSS SECTION A-A H-20 DEEP SUMP H-20 DEEP SUMP OR SOLID BOTTOM 1000 GALLON PRECAST 4' INTERIOR DIA. PRECAST 1000 GALLON PRECAST CATCH BASIN MANHOLE CATCH BASIN 4' SUMP MIN 4' SUMP MIN. . ❑ ❑ TO ACCOMPANY 3/4" - 1-1/2" 4' SUMP MIN, NOTE ❑0 ❑0 WASHED STONE TALLER STRUCTURES NEEDED o 0 0 0 0 0 [mi"EFINITIVE F"i'LAN 6" STONE UNDER ON DROP MANHOLES (MH2, MH3) SEE PROFILE a a a o o 0 4' AROUND PITS I � 0 � 0 A ❑UUK❑ o❑o❑ A L n N ❑H❑0❑H❑0❑0❑ IN UNSUITABLE SOIL REMOVAL REQUIRED DOWN TO SAND \ o o o o o o LAYER UNDERNEATH DRAINAGE SYSTEM AND 5' AROUND, SEE SOIL LOGS /SECTIONS TH R U DRAINAGE o 0 0 0a 0 lI FOR DEPTH, REPLACE WITH CLEAN COARSE SAND. NOT TO SCALE ❑ ❑ ❑ ❑ BARNSTABLE, MA �j #253019 MAIN STREET- L40' ROW 1 1 4„ L RILEY SUBD,IVISION - 18'-0" / 4 1/2"OVERALL 3:1 MAX. CUT FOURTH FLANGE AT BASINS SUBDIVISION #822 16'-0" WITHOUT CURB INLET 5'-0" PREPARED FOR CLASS 1 BITUMINOUS CONCRETE 5'-O" 3/4" 24" MASS DPW M3.1 1 .03 WILLIAM 12"X3" CC BERM (TYP.) 2�-1/2" BASE, 1 -1/2" TOPBERM 4% MAX. `� A. RILEY 4" LOAM AND SEED ;� 4 TOTAL COMPACTED THICKNESS _.F------- `► -� 4% MAX. X L- ALL DISTURBED AREAS (TYP.) 3 F-- 2% SLOPED CROWN 2% CROSS SLOPE CROWN < z 1 � ': • • 1 EPJ�OC ED ASP A T GRAVEL ' "'• •s• "� i� DATE: JUNE 10, 2013 3:1 MAX FILL R ESS` N L " $ _ :<.:.. I 4 1 2 off 508 362 54 / 30" MIN INON-FROST SUSCEPTIBLE MATERIAL u SECTION A— A fax 508-362-9880 EXTEND EXTEND downcape.com II BASE 24" EACH SIDE (<10% BY WEIGHT PASSING #200 SIEVE) BASE 24" GAS in HARDENED BASE 22' O.A. WIDTH o � ( MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. Own cape eagiaee�i�g Inc. 4—FLANGE — 295 LBS. NOTE: REPROCESSED ASPHALT GRAVEL BASE TO BE PLACED IN 2-6" LIFTS, COMPACT SUBGRADE MINIMUM GRATE WEIGHT: 215 LBS. civil engineers 4'-0" AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY PASS AREA: 255 SQ. IN. � � , -N land surveyors THE MODIFIED PROCTOR TEST ASTM D-1557 METHOD D . TYP. ( V APPLICATION ) ,'P�iNOFMgscq� S �Zt+oFN;q O COMPACT SUBGRADE PRIOR TO GRAVEL FRAME AND GRATE o ,& ti o DANIEL "� 939 Main Street ( Rto 6A) /.s DA�1;�LA. GN V 6 WATER MAIN TYPICAL SECTION TH R U PAVEMENT ELEC., TEL, CAN. CONDUIT LI IAA �� o.A•LA cmn YARMOU THPOR T MA 02675 DICL CLASS 52 PER 1" = 1'- 0" No.46502� s0 o.4uado BARN. FD WATER DEPT. SPECIFICATIONS NOT TO SCALE MANUF. LeBARON, BROCKTON, MA pp o oP �v MODEL: LF 248-2 WEIGHT: 480 LBS DATE DANIEL A. OJALA, P.L.S., P.E. DCE #12-240 12-240 DEFINITIVE PLAN.DWG i