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HomeMy WebLinkAbout0701 RIVER ROAD - Health 701?River�Road� Marstons Mills - -- _ A 044 011 i F No. THE COMMONWEALTH OF MASSACHUSETTS FEE ' VV BOAR OF HEALTH40A Dn Vic- OF u, APPLICATION FO ISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - EVComplete System ❑Individual Components qq ocati n Owner's Name Vcatibn Map/Parcel# Address tlrav Qy \09 Tel one# r15 a ler's Name Designer's Na e N�Address Address Telephone# Telephone# Type of Building: Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons (D Showers ( ), Cafeteria ( ) Other fixtures Design Flo ( in.required) �� gpd Calculated design flowj3r gpd Design flow provided-36S gpd Pla • Date � �� Number of sheets R vision Date Title Descrip on of Soil(s) ©= Soil Evaluator Form No. Name of Soil Evaluat Date of EvaluationT-Ud-C)l DESCRIPTION RF REPAIRS OR ALTERATIONS C= S:T 2 SCE(- U'0 v �-)l i-S `� ► �� r3 .1x33, s /x21 e un ersi ag s install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further to p stem in operation until a Certificate of Compliance has been5'ssu/ed by the Board of Health. Signe / Date � e FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 " ! THE COMMONWEALTH OF MASSACHUSETTS FEEL BOA: ' %.O P-W40 F� HEATH` OF 40AW APPLICATION FOR DISPOSAE SYSTEM CONSTRUCTION TRUCTION PERMIT I Application for a Permit to Construct (VJ Repaii(" ) Upgrade ( ) Abandon ( ) - 0y6omplete System ❑Ind ividual'Components � , `� ,Iyoca,i n Owner's Name Map/Parcel# Address 1 staller's1Y_1Name Designer's Na k! Addressµ Address Telephone# / Telephone# Type of Building: Lot Size Sq.feet , T- Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons (,6 Showers ( ), Cafeteria f Other fixtures Design Flo ( n.required) �S gpd Calculated design flog: gpd Design flow providedS S gP ;1, Pla ':� Date , '� Number of sheets Revision Date f - i Title Y1r1 . Descnp on of Soil(s) O -AV 12= "-\� CL Soil Evaluator Form No. Name of Soil Evaluato _ Date`Of EvaluationT—�(a'CU l DESCRIPTION PF REPAIRS OR ALTERATIONS t' \ ' X 33. 5 , x 2 ' The undi signed agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of ' TITLE 5 and further ag"�°s•n.,ot'to p� e�ssu e stem in operation until a Certificate of Compliance has be 'by the Board of Health. �SigneDate ' li• 1 1 i 1 tA I" FORM t - APPLICATION FODSCP DEP APPROVED FORM 5/96 .per..a ar_ .r-c�:-r a...a� ro P%r c.-�.ar.r.»+pa <r:f[r_i«r a.-.:aa.-• r s- ——————R-'�.rr cr<r..r,<r.cr•Hw ur•w<r.-.s-wv ))ff ��.�����¢r� _ --- ��. No. 7 THE COMMONWEALTH OF MASSACHUSETTS *, FEE ��1Q�S�1R BOARD OF. HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) _ "XComplete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ,Repaired( ),Upgraded( ),Abandoned( ) by: has been installed in accordance with the provisions of 310.CtMR 15.00 (Title 5) and the approved design plans/as built plans relating to application No dated Approved Design Flows (gpd) [ Installer 1 If.o Designer: r�n o Tc l f,,. r Iri pecf or" a XfDate q!Z/1) 2 The issuance of this certificate shall not be constr d as a guarantee that the s�rstem will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE �� Z9�SCLf BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct (X) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at —)U\ Zv(- it U )' Nt ACZ�. 1`�t,�\ S as described in the application for Disposal System Construction Permit No.-Z(4A- dated )U�c-/_ /o Provi#ed: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Bdard of Health 1 FORM 2 - DSCP- DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HO6BS&WARREN PUBLISHERS PUBLISHERS- BOSTON TOWN OF BARNSTABLE ' LOCATION z®! 4/ileo Id SEWAGE VILLAGE 1)?4ASfZA4C 01IL4 ASSESSOR'S MAP& LOT �- 1 INSTALLER'S NAME&PHONE NO. IS CO iat SEPTIC TANK CAPACITYQ�- LEACHING FACILITY: (type) S,-00 !!P^, 40dc/ S&2ke(size) 62) NO.OF BEDROOMS A BUILDER OR OWNER /61/1 *,vQ;P.4Wve PERMITDATE: o d COMPLIANCE DATE: 6 Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 g' I 64% i i i d I I . I TOWN�OF BARNSTABLE e, L:_CATION `701 Zile d It al SEWAGE.#` tl 0 VILLAGE n41ZSVZAA9 A►?/tt ASSESSOR'S MAP & LOT 1 INSTALLER'S NAME&PHONE NO. G 40 90 iAre_ S�P-Sf�$ -9S/4 SEPTIC TANK CAPACITY /6-00 LEACHING FACILITY: (type) spp 4?^, Lie/ ze) _ NO.OF BEDROOMS •3 BUILDER OR OWNER AW/1 /#PQ;Pi4A1W0 PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 64 f Certified Plot Plan in Barnstable, Mil Address 701 River Road Prepared For : Philip Ca odanno Assessor's Map: 44 Lot: 11 Baxter Nye Engineering & Surveying Zoning District: RF Registered. Professional Community Panel Number 250001 0541 J, Effective Date 07-16-14 Engineers and Land Surveyors F.I.R.M. Map Zones: X (un—shaded) Plan Reference: Plan Book 317 Page 12 & Plan Book 412 Page 39 78 North'. Street, 3rd Floor Hyannis, MA 02601 Deed Reference: Book 14725 Page 172 Phone — (508) 771-7502 Fax — (508)-771-7622 Owner: Philip & Patricia Capodanno Job Number: 2016-015 Scale : 1 = 40' Date : 05-16-2016 1 1 / cn / 1 N/F TOWN OF BARNSTABLE DEED BK 20510 PG 305 1 PARCEL 044-003 N W \ CB/DH FN0 cD On \ N \ \GO�o� N 81*06 le160,44 \ \ \ CROCKER POND 14 t \ \ N \ \ O � PQP��F S�Pg �FN, Pro. �QG gP�a 0 1 �• �� \ \ F Q<v pqC c� HYDr ® \ APP-R-OXIMATE-LOCATION <vT OF EXISTING SEPTIC G\ O���O N 6 77`SS O ALP SYSTEM \ 0. \ / \G0 223 ,�h' STONE ° � WALL 0-1 kP \ PARCEL 044-011 j�o \ \ \ LP �G \ 47,931 f S.F. 6r, 3r. \ ��O O \ 6'O,Opi F \ 0d�. P� 1ti \ �, . W \ LP O� e 3r' 00, Notes a �TrL- 0 1. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. THERE MAY t&VT BE RIGHTS BY OTHERS, EASEMENT, TAKINGS, MORTGAGES, RIGHT OF WAYS S ETC. NOT DEPICTED. IF DETERMINED TO BE NECESSARY, A TITLE SEARCH SHALL BE PERFORMED BY OTHERS AND SUPPLIED TO BAXTER NYE ENGINEERING & SURVEYING. N/F HOMESTEAD RESIDENT 2. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE ASSOCIATION INC. RECORD INFORMATION CONSISTING OF PLANS AND DEEDS. THE EXISTING FEATURES p1` DEED BK 7773 PG 206 SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD SURVEY G�1 PARCEL 043-001-002 PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON MARCH 11, 2016. I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING STRUCTURES SHOWN HEREON ARE ��,�,OF MAR�,ge, LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS NOT LOCATED WITHIN A SPECIAL SMANE FLOOD HAZARD AREA. �a o �AALLCrN cn THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. v No,48687 A��FESS���Pp` O I,rNL stl�a�<.d REGISTERED PROFESSIONAL LAND SURVEYOR N BAXTER NYE ENGINEERING & SURVEYING DATE �. • .� a •� r - .. t Ll Ll _ - - - ` 7 J. . . Li - r - �� - I - - - _ _ - >T _ Y AZz. T. lAT1dA1 - _._- BOAIE t t t�t tD .: AAPROYED BY. DRAWN flYI/ . _ ... _ E -,. . t .. - ... DPAWING U HER ;7777 ry .... .... ... IF. .............. ............ LJ .... ......... ---------- ............. ................... .............. L UH A .L -A P,pq*Veo.8 V 'k SCAL k'a OATS: ADS .:. .......... l.. ..>. v20 zp'o r. 17 FT _- -a -9 I t I 1' I t _ . ` .. "\Y1Z X..2G.•STLSEL-: AtLA_.:_.-S - :$ 1'_s:zEr=L::,4:�,rin.� _.. i . N; I.• n :\ a t , i L i 1 I t cmza - c :C•R2.Y- ... S"T :L :^� 'fiOAIE t' PROVED BY DRAWN �p ORAWINO_NUMBER . . .. .. .. ... Mj_ SAW .............................. RONNIE sly d ................. ............. ....... ...... ....... 77- 4z . . . ..... 1 . `7 A .t�6 .......... 7 4%_4L�. _ 7 ...... fir T an REVIBEO — O RAwl.G ufiss- ........... ...... .. .... ................ ...................... 71 .......... L J, .......... 17 70 ET ............... ............. !777777777 ............. :'.Zia -40.Xlw. Y4 AX5',VA--,-V!S ILWb'O'C- 6F&C'm W-9 wa .r 077 ukNV---. 7g- k., il' fRtw� kwsajL 7F .1�,IW2A ............ =O-T IV, 17 T .77".7. . ......... -cmVid 2C-S-StEN 0-i I, PR DATE: DRAWING NUMBER 71 h � : it itli 1p ItIt 73 A' ._ .. ^._ i it (... � p 1Z Rt AGaE n d t I 1` e t i tF t. � :;/• .. � �. i i SI � I ' it � 3 � .5 .:� n t' i t I� G� I A !+ i iz it t it -ZIg-tip 1lGLE: ��....1-� -♦PPROVED BY: ORwwN P.'...i._ ...'... It , :. DATE:'�' REVISED OR0.wING NUMEER • K£. .. 77 tn} 1 TT JI I 1� �) I` �i �{ _ i. _I� l� i} i. -j ..j 'Y' �'- fj•I., I eg. I i '� -fi f' �I t 1 gi r r I � PPP 1 r I APPROVED BV DRAWN of—., DRAWING NUMBER g FINISH GRADE OVER SEPTIC TANK 75.0 SYSTEM PRQ ILE TOP OF NOT TO SCALE.- FOUNDATION FINISH GRADE FINISH GRADE OVER EL, 77.5 EL. 76.0 DISTRIBUTION BOX 64.8 _RISERS TO 6" _� = =A^ FINISH GRADE OF FINISH GRADE ro `f 77 OVER TRENCHES -_ 3"MIN. ° PRECAST CONCRETE 0 0� �•-- 1311RISERS TO 6" PVC TEE b' 500 GALLON DRYWELLS \ '- o MIN.SLOPE 1% t�-_ 6" MIN.SLOPE 1% OF FINISH GRADE REQ'D. OUTLET PIPE(S) LEVEL MIN. ° FOR 2'( MIN.1% SLOPE H-10 REINFORCED LOADING _ 2 BEYOND TRENCH LENGTH = 25'-0" -y� .•_ 13"MIN. MI DRYWELL LENGTH = 8-6 MIN. o ` a 70.25 6"SUMP ' ' PVC OR CAST IRON TEES `` _ 5 0: -p; Y_ GAS BAFFLE \� 62.67 :�'ti. '+( °Io v 0 +r ,O;r o ~`'' • o ( ~ '.( .' ,a;, �:��o �. a .o "<- 62.50 •-I Lu i' +.1 01_,` ,.per,;,�f, ! c. •�. 'i •,o ( +( , K, G W DISTRIBUTION BOX ` "' ''o Y o, 1500 GALLON J '' '• , ; r _,..� ♦� ( 62.20 1I <"i• b 111 "w<�h'^J.07 1 lo' b bl•yl^f0 •1 r lao''b� f �'+l°t�" MINIMUM INSIDE DIMENSION 12" I ] ` ' - `-Js o•r :• d PRECAST CONCRETE _� OUTLET INVERTS 2 BELOW INLET INVERT °< H-10 REINFORCED MINIMUM CONCRETE WALL THICKNESS 2" o , NOTE: EXCAVATE TO ELEVATION N/A IN ORDER TO 4 ° ' 6 a INSTALL ON COMPACTED LEVEL BASE BSMT.FLR. REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL ELEV, 70.0• °" `'� � WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, o. o ;® o , a , ,ov. ( ,o,.r t . CLAY-FREE SAND ,. ,.; SEPTIC TANK , 6.2 INSTALL ON COMPACTED LEVEL BASE 4 D1TC - 1. \ \ • �--� I- -_ .,.��, - i, i, \ \ �� NO GROUNDWATER BOTTOM TH 2 EL.54.0 TRENCH SECTION ! -__---- -1 -- ------ --- \ I / ----------- ------ \ I I I \ \ �� _--- 12" MIN. 31 OF 1/8" - 1/2" \ \ \ \ ,� j .- -' --------6�----_\ \ �\\ \ \\ I \ \ i 4" DIAM. 36" MAX. DOUBLE WASHED _--- - ------ O� -_T �4 \ \\ \ \ \ I/ \ \\ \\ \\ N PEASTONE ,''' ,'' /' '• .` _----------- �\ \\ \ \\ \ /� \\ \ \\ 1 I\ GENERAL NOTES: ~`''a .; „ r ; ----___-- � \ \\ \\ \\ \\ \ \ 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED < ,° 6/ 1 , 6r - o ',1. , of , ''o �� I / / ''-` 68 \\ \ \ / I \ \ I\ \\ M `�r. -O N;IO��r''O. .',' Uio r' \ \ \ \ \ 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON � • / , r, -----\ \ \ \ \ I \ \ \ 5� \ \ OR SCHEDULE 40 PVC. ;,� r , ;I. , o� �\�/ ,. °,. +, ° o'• 3/411 - 1-1/2" DOUBLE -60 6�\ // ________\ \ \ \ 5� \ o� \ \\ \ 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING 4 " 5'-211 " WASHED CRUSHED \ \ \ 6 \ \ MUST BE NOTIFIED WHEN CONSTRUCTION IS /�' �� FF��� ��' ,� CB E'�E� ' -- CB.TO�Es T. \ \ \ \ `� \ /`'� \�\ �� \\ COMPLETE PRIOR TO BACKFILLING. STONE � �6°' 'S G�✓ \ \\ �1 \ \ \ \ \ \\ it // \ \ \ \ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED 13'-2" %�F BY CAPE & !SLANGS ENGINEERING AND THE BOARD ��, '� / 0 F� i �' ti/ ' , / • \ \ -� 1 \ \ \ \ , �> OF HEALTH. NUMBER OF TRENCHES 1 ! .5� / �� �O � / �V��' /'\ �20 Y \ �� \ \ \. \ \ \ \ / \ \ NUMBER OF DRYWELLS 3 F6loo \,� o / o \ \ \ \ \ \ \ \ BOG 5. MATERIALS AND INSTALLATION SHALL BE IN Q� // oQ`�s �o� // o� y 'is COMPLIANCE WITH THE STATE SANITARY CODE 'Op [TITLE VI AND LOCAL APPLICABLE RULES AND \ \ . 6. NORTH ARROW IS FROM RECORD P .P:NS AND IS NOT INTENDED FOR SOLAR IENERGY PURPOSES. - \ \ G' I 1 \ I I 0 / \ 7. WATER SUPPLY:MUNICIPAL WATER SYSTEM I R SER \ �� _ _1- /� � \ \ 8. FLOOD ZONE C NON HAZAIRD , \\ G `\ \ OBSERVATION PIT - -74 o I I I I ► F� \ \\\ / `\ \\ \ P-10010 1Z -'` / ► ti I I I I I �F� _ \`\ \ �� c� \ \\ PERCOLATION RATE: < 2 MINJIN 1� _ �•---0« �// tiro I �� I ^ II I \ \\ \ 1\ 6 �` \ `\ \\ `\ WITNESSED BY: GLEN HARRINGTON I \ \ \ F� \\ \ \ s \ BARNSTABLE BOARD OF HEALTH 0 \ s \\ � s. \ \ DATE. AU�.16,2001 \ \ N. on, off TEST HOLES 1 &2 SAME -- o ► I \ \ \ c �� DESIGN DATA 'CONCRETE BOUNDS \�!ti_ I I \ \ 7 \ \ \\ 6Q. \ ` �\ \ \ \ \\ =A.= LOAM TO BE EXPOSED / \ 2 \ \, �.��� \ - \ �\ \\\ F�� \`\ \ \\_ \` \� 40YR2/2 I i \ ---- \ v 3-4 `�B I\ i \ \\ \ 6 %'`rly� �k'- �\ \'\ \\.\ ��: \ \� \ -�\ \ ` __ 12 =6= LOAMY SAND NUMBER OF BEDROOMS 3 `\ `\ s �\ s \\ \ -------- ` \ - - I OYR 5/6 GARBAGE DISPOSAL NO \ \ \ \ S�, DAILY FLOW 440 GPD. 82 \ \ ---------- 36" SEPTIC TANK REQUIRED 1500 GAL. T C TANK . R r) /')- -,, 0n /� LcAtarsiNG KEI�UiKr=L) 33J l�{'D. \\ \\ \ \ \ \\ i �/ 2`\J\ \\ ��1 \ \ \` ---------- \\ \\ =C= MEDIUM SAND f SIDEWALL AREA = 152 SF. j `\ / c/ 1000 GALLON 152 SF. X .74 G/SF, = 112 GPD. ISM= 1 1 1 \ \ \ TOP OF STK. / // N. \ 1 PRECAST CONC. NO GRI�UNDWATER BOTTOM AREA = 329 SF. 20 0 20 40 60 1 1 \ \ \ \ EL.75.67 / \. / % / 120" 329 SF. X 0.74 G/SF. = 243 GPD. EACHING CATCH BASIN 1 ► 1 \ I \\ 72 �� ` ,/ / ,/ `/N 1 WITH 3' SURROUNDING LEACHING PROVIDED = 355 GPD.. / / CRUSHED STONE �o \ ( I 68/ - LEGEND 'S. 52 PROPOSED CONTOUR �a� SINGLE FAMILY RESIDENCE 52 EXISTING CONJTOUR Z _----- OBSERVATIONI PIT -_ PROPOSED SEWAGE DISPOSAL SYSTEM ' \ O f - - \ \ \ ENT OF PUBLIC WORKS �� �� \\ __ _- o PREPARED FOR I O ISA DWICHJ 8I _-._- `` \ `--- -- w .r ' Muddy 'y?%r.->> °'°' ' °III �6 ' -� \ \� DISTRIBUTIONI BOX A / PHIL CAPODANNO ''oP°'Bocs3 Po5d il� p�L' �%gn�Y �S uilg� z\, --------------- - \\� -_- 0070 SEPTIC TANK 2 HOUSE NO.701 RIVER ROAD MARSTONS • MILLS MASS. � SOIL ABSORPTION SYSTEM ` '� PLAN NO. 082001 SCALE: AS NOTED 1 �' - a0 -- _ _ r ,+nF/,!..Mn^ - J RESERVE AREA u, F FILE N0. 319 BA DATE: AUG.20,2001 �� / 'S��'�S 0�\\ \" SEPTIC FILE NO. 70 PCS FILE: RIVER RD701 E7 --- 22.26 PIPE INVERT ELEVATIONLu PLO L CAPE & ISLANDS ENGINEERING j I SCALE: Ir 1- 44 11 701 0 o o �`ra�3 ���s7C `i 800 FALMOUTH ROAD SUITE 301C MASHPEE MA 02649 508 477-7272 MAP SEC PCL LOT HSE `.. =f' < ( )