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HomeMy WebLinkAbout1330 MAIN STREET (OST.) - Health � 1 1330 MAIN STREET OSTERVILLE A=419-079 002 / r 1 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: YeY PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLation for Disposal 6pstem Construction permit Application for a Permit to Construct W� Repair( ) Upgrade( ) Abandon( ) 02/complete System ❑Individual Components Location Address or Lot No. 1330 M 1H rQ ,St- 7 Owner's Name,Address,and Tel.NN,o,. r Assessor's Map/Parcel �)q / —Z t3� K � S ©j)SfM1 Ct� HA _ 630 Installer's Name}Address,and Te'l/�N�o. ( t 7 sP (� Desi ner's Name,Address,and Te.Nc. l'l.0 �0�3 (.� A-c.�OcJW kD I tL USAI.�-ll0UW ILJLS N An DY6U J Cl 3e, o C. cx T*WE ' kA Type of Building: Dwelling No.of Bedrooms Lot Size 13 sq.ft Garbage GrinderC,,-< Other Type of Buildin o.of Persons i p Showers,(,-<Cafeteria Other Fixtures Design Flow(min.required) (Q!>330 gpd Design flow provided 33c gpd Plan Date (0I 10 i W Number of sheets Revision Date 01 t m 7,0 Title Size of Septic Tank J p P JAL Cb T Type of S.A.S. Z 0 &w bP,V' Description of Soil F1 :,I" t — I2si L 6 A MV SAND SAtip ..;� Loa '51N .9 MP ;Wrk SANe ' ZY""� 1A ®: 1f2 c wy Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of ' e 5 of e viro to Code and n to 1 e the system in operation until a Certificate of Compiiance has been issued by this ar f H lth: Signed ,' Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — Date Issued ` ti..v.', ., � b i Fee A15e �+i •''�� i .�Y'�„� :`"�' ,�� `� ' 1•� I Entered in computer: THE CO W ONWEALTH OF MASSAC HUSETTS .: Yes PUBLIC,.HEALTH DIVISION TOWN OF BAR'NSTABLE, MASSACHUSETTS UptiLatlon for Misposal.*pStpm Construction 3pPrmit Application for Permit to Construct(1/ Repair( ) Upgrade( ) Abandon( ) V/Complete System ❑Individual Components Location Address or Lot No. 13.30 (41 1 N St. ' ` Owner's Name,Address,and Tel.No ,rt i3� MP•rJ S OST As i Liz- sessor's Map7 .Parcel '()L� / ''j �-. ,,, -T aex 5 CLr ma4 Installer's Name,Address;and Tel.No. l $,. (� Designer's Name,Address,and Te.No. (off3 L� u`to i D"iELoiikvA -Vov.W EN(J1tAL 1%� MG Ill)i YVA, %V� 'JAMEOMW LL. 9 391 0 sr. wn+Aw lk/a Type of Buildings T� T "Dwelling. .No.of Bedrooms Lot Size:- . ��' .mil sq.ft./'Garbage Grindersj°) , _ Other Type of Buildin ^,,,,,, " yp gCtIAXIZ t01/1Y/ o.'of Persons j d Showers Cafeteria e'y Other Fixtures Design Flow(min.required) 19 S'-P 33O gpd Design flow provided' 33D gpd Plan Date 0 .1 U A) Number of sheets Revision Date Title _ In 4!)6/rj, , t_ t e Size of Septic Tank 15Do D�>�t Ct�M tii?x e3�tT Type of S.A.S. ; a' fl d.d, ,>,�1�{st"tr � Description of Soil a a Aitt Lp I�rI LnA lNn LoA4W, ANp `,�•- G=!8�`; (�f v. rear Se �a� . Z�(�.,�I Mp AZI 4 Nature-of Repairs or Alterations(Answer when-applicable) Date last inspected -Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage.disposal system m� accordance with the provisions of tle 5'of"kie"$nviro al Code and n to .1 e the system in operation until a Certificate of Compliance has been issued by this ar f He lth. Signed Date Application Approved by Date Appbcation Disapproved by Date `tiM a for the6llowing reasons Permit No. � " Date Issued !d + THE..COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate Of Compliance- THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(pO Repaired( ) Upgraded( ) Abandoned( )by at 1 `380 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N_d*)' )w�7+ i dated Installer- Designer T Approved design flow gpd•- The issuance of this.permit shall notbe construed as a guarantee that the system will' signed. Date I� Inspector h r . °....__..._-_ No. ""'=�"� ---------- ----•----------•-•--•---, _•__-__--- •--.__�__�_ .___._..._- ~__' Fee ---��50 THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE;MASSACHUSETTS 30isposal 6pstem Construction VPrmit , Permission is hereby granted to Construct`(��O Repair( ) �U•-pgrade( ) Abandon( ) System located at 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. Provided:Construction must be completed within three years of the date of this permit. Date Approved by Town of Barnstable Inspectional Services _ >u►ntascae�.s, • Public Health Division• i639 ,�S' Thomas McKean,Director lF039. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form. Date: Sewage Permit# 'ZP73'Z-e9 Assessor's Map\Parcel 1 '7a-Z Designer: Down Cape Engineering, Inc. Installer: Address: 939 Route 6A Address: 03 OLU) FA uDdTt} 0 Yarmouth Port, MA 02675 tAAiS`nbqs ft1L_L.SE k On X O/Za20 UVALSCOLL, was issued a permit to install a (date) (installer) septic system at i 330 MMN Sr t)e2fM(LLZ based on a design drawn by (address) Daniel A. Ojala, PE, PLS dated 7-1 q ?,0 (designer) certify that the septic system referenced above was installed substantially according to --k—/Ithe design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip.out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or.any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' ,t9W ce with the to rms of the ap r al letters (if applicable) ��ZN OF MASSgc. DANIELA o: o�ALA. Q Chit N (Installer's Signature) q No.46502 G/$TE ../ --••1/�Q I � SS�ONAI`ECG (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. \\ton\depts\HEALTMSEWER connect\SEPTIaDesignerCertification Fora Rev 8.14-13.DOC �_ I vG� IN VER T EVA Tl NS \ e T NK IN 47.58' ANK OUT o 4T-3-3-1- D,7BOX IN 47.23' D 0 47.11' \ SAS IN 46.47' 4? 1 \ \ NEW \ / \ LOT 4 y PAVEMENT 3A,500f S.F. o \u \y \ P SED o o 124' X 60' BUILDING #1330 S L. 50.8 \ 5° \ 50. 1 J 26' 1 S RC ZONI _ - - DISTRICT N p�\ ACC SS \ A- 20-008 51 AS BUILT SEPTIC -SYSTEM PREPARED FOR: LOCATION 1330 MAIN STREET OSTERVILLE D. HOSTETTER SCALE 1" = 30' DATE JANUARY 8, 2021 ApA' 4 of SH OF ��tH MASs9c DANIEL off 508-362-45410 DOJALA OJAIA N fax 508-362-9880 CIVIL downcape.com © �o.46502 0'No.409Z10 1p p mown cove engineering, Inc. Is, TE �G���� �q0 EF S\Ey� S/0 L civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. TOWN OF BARNSTABLE i. LOCATION. 3 3o c (L SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL ot INSTALLER'S NAME&PHONE NO. d's C 0 SEPTIC TANK CAPACITY LEACHING FACILITY:(typda 5-0 L C (size) 13 Y',X S xo2 NO-WBEMMMS /d W a,reI.0,dSe bldS ' OWNER /3 yd OSA-1`1/ 11 e- C G C PERMIT DATE: ©((- /y " Zc0 2& COMPLIANCE DATE: 6 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 . f , 3 G k > 2 cl a Y y7 S- too a o s�-jof z � :-ss s 't V ` TOWN OF BARNSTABLF ¢p LOCATION 13 30 �/� 4- SEWAGE# iL6aO "-a o0 VILLAGE OS ASSESSOR'S MAP&PARCEL 19' '? -•Z INSTALLER'S NAME&PHONE NO. d 0-0 SEPTIC TANK CAPACITY l So LEACHING FACILITY:(types S00 Z.C, (size) 13 )0- 140. S )Cs2 S ib F^o V a.•e 4.m-Se m/dS . OWNER 13 yd OSArVi'/le- e6C PERMIT DATE: 0 Cl^ /0 " Z®2& COMPLIANCE DATE: 6 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet I 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 p f FURNISHED BY f S, �O.twv GC.•o' �J ! 1330 �-`1� . t _cO N z i TOWN OF BARNSTABLE LOCATION f 3 jZ!4 S� SEWAGE#"2-0 0 VILLAGE 65�C r v t ASSESSOR'S MAP&PARCEL J i C( "2 INSTALLER'S NAME&PHONE N07 7 �r''S C cs SEPTIC TANK CAPACITY LEACHING FACILITY:(type 5m.r,4/ L C (size) ;Lf X Z C kjo lv V e-e +,a r t A v v g'-e- OWNER r 3 (lb /w o,,".t .S/ C C PERMIT DATE: ZO COMPLIANCE DATE: 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 \-l° V�d/ 7 i3 IV l� 3 1 . �� Tahit 14 sS `S " a d � LEGEND -- -- - -- ` EXISTING CONTOUR �\ Lp� Ji `\ �''; ; tv X 99.1 EXIST. SPOT ELEV. ',� /n,,� \.` �•, BA ZONING 99}-- PROPOSED CONTOUR / DISTRICT ! t} \, [98,43 PROPOSED SPOT EL. 5 15, , TH 1 Vpl 1 s RI�Nr - r 'ZONING LINES ' 7 TEST HOLE f ; j (400` OFF`=ROAD)f , /�P k✓, � .� , •ti � 1 I �. � ofley Locus � I <a,> f f\ { it \E �'C`�\',''� ' \ \` ■/ CATCH BASIN _' - `--�•,y�'-` .. r.i--' f} ', � /� \\ r 1 \ .\ _\I � r- C-Q3 UTILITY POLE FIRE HYDRANT / v, RC N (. ZONING_ 1 -- PROPOSED LIGHTS l _ DISTR'LGT— t l � \ r� �' _ J ! k MANHOLE jf —c }' z i—} �/ \' Jf i, i \�� \ ` '\ ( 1. ji ` i /� Q WATER SHUTOFF n SPORTS FIELD AREA i GUY WIRE O-O SIGN S MAP�119 PCLJ_5 _, `J t / NE,O - I , 1' p �,�. MAP 120 PCL 1445 CAPE,CODi�ACADEMY INCi� -�; / r> _`� ti W WATER LINE ":.-y , \ Fp E \ APE cOD' ACADDE `�INC/ i_� LOCUS MAP P�O L T E \�\ �' E i' �� ' G GAS LINE ��— / � �� ;T ' E ; ^- ,✓ r S J t \ ' �~= ,�� �? �i L t E UNDERGROUND ELECTRIC SCALE 1 -2000 f 71,439± .F._ `� 44 naTE NOT w. sleols ►u►Y mart ■ ow►rinNc ~� , J \ �f f z , `-� \ \ _ - = A,���•``�- \ ASSESSORS MAP 119 PARCEL 79-2 NOTES OWNER OF RECORD LOT 3 I / f 4g� 1. VERTICAL DATUM IS NAVD88 I I LOTS. 1 b i �r I I 50,931 S.F 2. HORIZONTAL DATUM: STATE PLANE COORDINATES 1340 MAIN STREET OSTERVILLE LLC EXISTING HYDRANT 20,G40:t S.F. NA3 U.S. SURVEY COS RTK G f' - ( <' •-' \. ' __ D8RVEY FOOT FROM MA RPS r-. I 1340 MAIN STREET OBSERVATIONS OSTERVILLE, MA 02655 / ,r1 ' --'/ .; . •� �- r-� = /' E ? + � j {• � `-"`t L�E `' tom: � _ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING EXISTING t � , ' r ■ ter_ 52 1 % ''� J f�- DIGSAFE.(1-888-344-7233) AND VERIFYING THE � \ -" i 1 LOCATION OF ALL•UNDERGROUND & OVERHEAD UTILITIES REFERENCES ■ r" PAVED ` I �' l I I / ' ' _ /' E < PRIOR TO COMMENCEMENT OF WORK. ��;= �;r' DEED BOOK 29941 PAGE 263 ` ` 7\ i �r ` I \ ( ,��- --' Jr �' PLAN BOOK 685 PAGE 75 I 5r v` f / /r J` n ' ` l v<� �c r-� (LOCUS IS LOT 4 5 8 TO BE COMBINED INTO ONE LOT) ` l �/i�•/ � � t i � � SHARED ACCESS EASEMENTS WITH. ABUTTERS PENDING I` EXISTING `} / f BUILDING f y u w i FIRST FLOOR � ✓ ;r / �� i LOT 4 3,>� 9 54 EL. . i /�/� '/ \ i� / ! r , E � � f f � ;� 3_ ,500± S.F. ' - r #1340 � �/ ;_ - f' � y i� �. ij / ; NJ_ f�� r�EX1STING E� ,_I T i TH2 \ �/ Nb E 4r( '�� �;i PAVED PARKING // -� \ TH3 EXISTING \ -__PARKING T E ti ' _ BUILDING � E FIRST FLOOR ` EL. 52.3 - s 1l ! ' �� � �• ` ` -• ,�. y, cSPA r\-- - ,� #1336 i O is i� CaEX� � `, 1 � `�` .-t �/ -- '.� �g -� �. ''�! / ;� MAP 119 PCL 39 � ! _ ,✓ �., ,i^� \ t� E "�\ \ \� cp % I /03 3 ` ,v,r' CENTERVILLE/OSTERVILLE/MARSTONS ri•s,' \ \ �` \t \ �`, , ✓ �'�cP MILLS FIRE DISTRICT 1 r }ter--->l�\ �_, W ��,'" j \ \ � LO - -%h xr EXISTING 71,439± S. V+ as w �.` _` 'i;r> C '-PAVED SPPc�S •, ,i \ l ,� ( — — — / �-�y _ ._-- ✓/�' cn .l� ` � ` - _ \ PARKING' �e� '', / s i RC ZON1 N ,. �a7 � ' DISTRICT 49 /it f � �.. - ' 47 ` e \ \ f \ \ % ! j `''• 1 \ f \ lip C/ I` J�`-J"`_.",) \ `,� '` (�_'�� ,� 7� '^' -fir -- ' '` -''-�/ ��r r ; '�,`''y ✓-J` \ - , •--- �I L � ' i6 BENCHMARK j ` � 72.3� �\ � �- � _E CONCRETE BOUND .4b i f / - /�' / 11 ,± S.Fr < _ (49.6 LOT c3 7S.F. \� - '�� - - \ BA)ZONING f J i °^ `\ ,s - _ /`� ~� \ ;DISTRICT _i'`y�i i\� / � `1 i~` �.("" �'•--'" / =—w '\i- % \`�`,,5 Q .6 t i `,� i � f Gj� ,1 �� /37•�Z C LT'= i 44,724 F. LsOT 'v MAP., 119 PCL 079-001 � �:• �_ � / LIG'TSHIP LLC ', "' h 11;�851± S.F i ;` F !' E 1322 MAIN ST. OSTERVILf,.E, MA �, � � -1� EXISTING CONDITIO"" NS PALE o\�F %` 1 \ ^�' \1' I t / ,l \1 1 } l �J SITE PLA x, , " /}� `, y , ,"v i �` /J f tl •'�t t ', 1 // OF DB 2,857 PG 132.1 TO BE RELEASED #1324 1330 MAIN STREET All #13d� AKA � �� � i� � \ OSTERVILLE MA PREPARED FOR 1340 MAIN STREET OSTERVILLE LLB t 1 r%fir/ f r rJj•',� ` !' 1- `1 {j � ' ;ft ) ' I( jf• ;' �; \2� j 1 DATE: JUNE 10, 2020 1/MA, �� REV: JULY 14, 2020 (HYDRANT) DANiEL , .V ; . -� , , 1 ' � y_ L-•' � `-----1 , - .�'ra E'rs A Scale:1 = 30 + , No.40980 l �E \' \ ,` \ \ 4� I` E� ✓i as S '1' �� po c,P �� 0 15 30 45 60 75 FEET No)s qt yo off 508-362-4541 fox 508 362-9880 downca e.com down coat f# hitefi4f, Inc. civil engineers DANIEL A. OJALA PLS PE DATE land surveyors PERMIT SET NOT FOR CONSTRUCTION 939 Main Street ( Rte 6A) SHEET ^ OF 4 YARMOUTHPORT MA 026.75 DCE #zo—ooa `J -- - - - - FER TOLERANT NTS- MUST NERATE DROUGHT SEE PAVEMENT SECTION NOTES CONDITIONS AS WELL. FILTER FABRIC BETWEEN FRAME & GRATE ADS FLARED END SECTION WITH 80 SF RIP RAP APRON, FILTER FABRIC UNDER y UNTIL SITE STABILIZED 1. VERTICAL DATUM IS NAVD88 U -6" RIP RAP WITH 24" MIN. THICKNESS UNDER PIPE END, SHAPE PER PLAN VIEW. REMOVE ANY CONSTRUCTION SILTATION PRIOR 8" H-20 F&G RIM LISTED 2. MUNICIPAL WATER IS PROPOSED TO LOAM AND SEEDING BASIN H-20 F&C TO PLAN GRADE BED IN CONCRETE UP TO BINDER COAT PAVEMENT " �� BED IN CONCRETE UP TO BINDER COAT PAVEMENT 12"X3 CAPE COD BERM INTEGRAL WITH TOP COAT OF ASPHALT 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. POOLING ZONE- �.� 1 � RIPRAP STONE SLOPE DEPTH PER PLAN ? ' �' f� / v=S { OVERFLOW INLET RIM EL. LISTED �= PROTECTION/FABRIC 1.5" TOPCOAT MASS DPW LINE AND GRADE PER =z " BELOW AROUND K -- H-20 RISERS EXTEND GRAVEL 12" I I TYPE 11 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PLAN VIEW M_ , 4 ' LOAM AND SEED FLARED END SECTION MORTAR ALL 2.5" BINDER (COMPACTED THICKNESS, TYP.) TO BE AASHO H-2Q• T- NEW ENGLAND RETENTION k4- J " COMPONENTS ri ` AS SHOWN IN PLAN DRILL (2) 1 m DRILL (2} t"� o z BEYOND BACK EDGE �4% BASIN MIX � HOLES HOLE BRICK ADJUSTING COURSE OF PAVEMENT VIEW 5. PIPE JOINTS TO BE MADE WATERTIGHT. .zv MORTAR H-20 F&C'S TO GRADE o COO 00 0 0 0 o c> o 0 0 4" SANDY LOAM TYP. 000c00000o°o0oc,000 000 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH � FINISH GRADE � ( ) �rp'a O oo OVER NATIVE SAND 1 4 AS SHOWN 1 0H-20 HDPE 12" X 24" �' 12" PROCESSED GRAVEL- MDPW SPEC. M1.03.1, TYPE b 6. CONSTRUCTION MIR 15.000 BASE, HYDROSEED _ "•.' __ __ - _ �_ ADS N-12 OR SANI-TITE HD OR 8" REPROCESSED ASPHALT GRAVEL- MDPW SPEC. M1.11.0 (TITLE 5.) WITH N.E. RETENTION ;.'' '?:.', / PRECAST ELBOW OR MIRAFI 140NS FABRIC OVER STONE AND C.B. TRAP NOTE: STRIP OUT SANDY BASIN MIX. MAINTAIN % ~;t , CONCRETE RISER EQUIVALENT 12"� HDPE PIP 10 TON VIB. ROLLER COMPACTED SEE SPECS. GRASS AT APPROX. H-20 MORTAR ALL MIRAFI 140NS FABRIC DOWN SIDES OF ALL LEACHING OR EQ. LO & 1 SAND T TO y _ AM PLACE 2" 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NO SIX INCH MOW ��! COMPONENTS H-20 RISERS 6'-6" X 4' DIA. UNDER ALL GRAVEL REMOVE TOP & SUBSOIL BE USED FOR LOT LINE STAKING OR ANY OTHER wv, usTED PURPOSE. PIPE PITCH 0.5% MIN. TYP. H-20 CATCH BASIN NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL HEIGHT FOR DROUGHT _: �\ \ MORTAR ALL H-20 RESISTANCE. ��\j\\ COMPONENTS MAN HOLE 4' MIN. SUMP TO A DEPTH OF 24" BELOW FINISHED'GRADE. " '' 2) 1 HOLES MIRAFI 60OX HEAVY DUTY FABRIC UNDER APRON SHOREY OR EQUAL REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. °o,'coo°o oJnooUn. 4' $LIMP MIN. S E E L a (LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ,,,�„ •O On Oaf�Oa , �;�� FLAT TOP STRUCTURE NOTE: COMPACT ALL FILL IN 6" LIFTS TO' 95% MOD, WITHOUT INSPECTION BY BOARD OF HEALTH AND \�` 12"0HTRE HYES PROCTOR DENSITY WITH 10 TON VIBRATORY ROLLER COMPACTER. PERMISSION OBTAINED FROM BOARD OF HEALTH. RECHARGE ZONE \\ �\�,\\ N ICY °pa ` Qgry MEDIUM-COARSE / �'�/\���/�� MDC OLID PIPE ALL TRENC INV. LISTED � ° �, f a ° -,, SAND r� r\�\r\\`7L\ram\ �. r� TRAP Cn O f f il0 p°DOG o Q 6'-8" X 4' DIA. SHOREY SOLID 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 6'-8" X 691 °� pO G ; �Gu�p }cIoT� ° �°c p; 6'-8" X 4' DIA. SHOREY SOLID BASIN H-20 OR EQUAL PAVEMENT CROSS SECTION ( > ° ] ° H-20 DIGSAFE 1-888-344-7233 AND VERIFYING THE PROPOSED c° c'e oab°e o c°� I BASIN H-2O OR EQUAL _ �°ocyooc]�oQc 1000 GAL. a°UGC°�ao G°°Voa° H-20 CATCH BASIN I ]°ap0°Op0°C,°OaCO LEACHPIT °o°c°c'� a LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ]o°c°a��°a4]p°o"c b°d° °,°caa a�na., NOT TO SCALE PRIOR TO COMMENCEMENT OF WORK. ° .]a°°G° SHOREY OR EQUAL G °y NOTE: GRAVEL SECTION SAME EXCEPT REPLACE ASPHALT WITH TWO INCHES OF 3/4" NATIVE STONE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 4'0X6'-8" SHOREY SOLI ° ° ° ] ° ° ° ] ° p ° °-° b ° ° - DRAINAGE CROSS SECTION REMOVED 5 BENEATH AND AROUND THE PROPOSED BASIN H-20 OR EQUAL ! 7°7G0°COn ]pC°G° 3 0°07c °I`O°n° °O > o ° N MIN SUMP i a'o n�aGof° ° C aaG°C-SU ep'a °° O U O a O' U O C)Cn pin`],-.°•p' �� c >pp a° ,oQaap.• °�°p`b °°�;ae. I MIRAFI 140NS LEACHING FACILITY. FABRIC TOP AND SIDES OF ALL. LEACHING NOT TO SCALE dOOpOaf,pppapUpO NOC,OG000a of..0 CO04 ;pO,J:, °,OCC.07n„aaOCC°. ]nO.� C--]..•: 0„O,.,O taoo Do D.00OD.C)OOO a. NOTE: REMOVE NATIVE SECTIONAL PLATE 6" STONE UNDER PITS, 4' ON SIDES 2'-10" TOPSOIL AND SUBSOIL I OR SOLID BOTTOM BOTTOM STONE 5.17' BELOW LISTED INVERT REMOVE ANY UNSUITABLE SOILS FOR 5' AROUND SI ROAD OPENING PERMIT REQUIRED FROM DPW. UNDER ENTIRE GRASS 5.00 LEACHING PITS, ENGINEER TO INSPECT INSTALLATION SITEWORK CONTRACTOR TO SECURE PERMIT. LINED RETENTION AREA, REPLACE WITH RAIN GARDEN 13. 6 LOAM & HYDROSEED ALL DISTURBED AREAS NOT COARSE SAND G+ 26 BUILDING OR PAVED. W OVERFLOW CATCH BASIN - 33 ,/4" 14. CONTRACTOR TO COORDINATE UTILITY INSTALLATIONS 24 1/4" WITH APPROPRIATE VENDORS. . NOT TO SCALE SYSTEM DESIGN• 15. BUILDING MOUNTED LED LIGHTS FOR PARKING, SHALL i 3/4„ 24,. SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS - DRAIN 8 I1/8" NOT CAUSE GLARE TO ABUTTING PROPERTIES. BUTT JOINT ON EXISTING BASE AND REMOVE OLD � L IN ZONE 2, WP, SALT WATER MOST RESTRICTIVE - FTH -� IS 330 RULE- 49,100 (330/43560)=371 GPD ALLOWED PAVEMENT To PROVIDE A STRAIGHT EDGE. 1 �' ��n�rl: 1 8» 24" ❑ � ❑- ❑ ❑ I fil c �' f''I E-1 f-'I 600 S.F. OFFICE 0 75 GPD/1000 S.F. = 45 GPD STREETS, DRIVEWAYS LAWNS AND I I-1!��� �I i 1L❑rl-J (2) 1"+a VENT HOLES 10 EMPLOYEE WAREHOUSE BUILDING 0 15 GPD PERSON 150 GPD AND.WALKS CROSS COUNT A I A MANUF. LeBARON, BROCKTON, MA OR EQUAL TOTAL DESIGN FLOW ESTIMATE 195 GPD- USE 330 GPD DESIGN FLOW v ❑o❑EL-J�-I_❑L 1� �❑ „ MODEL: LK 110 ` BITUMINOUS PAVEMENT LOAM AN SEED I r� c 0 4 1/2 � WEIGHT: 475 Les SEPTIC TANK: 330 GPD (2) = 660 (FIRST COMPARTMENT) EXISTING PAVEMENT 2.5' BASE. 1.5" TOP MDPW TYPE I-1 AS SPECI IED N ' un�❑ ❑a� n SECTION A- A 330 GPD (1) = 330 (SECOND COMPARTMENT) c c TYPICAL ACCESS COVER FRAME AND GRATE 660 + 330 = 990 GAL. REQUIRED . o°. o°oo . ti/ o op o °o \\ � � �; m =j a SCALE: 3/4" = 1'-0" USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK 1000 500 OK GRAVEL \/\\ d 40:oo �oo. \\ l-I�l-iH C) 0 IL1I BASE COURSE a 0* 0. \\ SCALE: 1/2" = 1'-0' LEACHING: 8" REPROCESSED ASPHALT GRAVEL \\ Z'oo°Ooo°po"oo \�' \� EXCAVATION- EARTH OR ROCK I MANUF. LeBARON, BROCKTON, MA OR EQUAL SIDES: 2 (25 f 12.83) 2 (.74) = 112 GPD ALL ROCK EXCAVATION AND STONES MODEL: LF 248-2 BOTTDM 255 X 12.83 74)l = 237 GPD LARGER THAN 6" SHALL BE f WEIGHT: 480 LBS NOTES: �• 1 /\/ \ DISPOSED OF AND REPLACED WITH 1 1/4" 4 1/2" 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT / \\ APPROVED EXCAVATED MATERIAL TOTAL: 472 S.F. 349 GPD y \ COLLAR OF PLANT. PLACE BALL ON SUBSOIL. REMOVE AND \� OR GRAVEL BORROW. DISCARD BURLAP EXCEPT UNDER BALL \\ FOURTH FLANGE AT BASINS 2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS REMOVE ALL SYNTHETIC SOIL WRAPPING USE 2 500 GAL. LEACHING CHAMBERS ACME OR EQUAL \\ WITHOUT CURB INLET GROWN IN NURSERY. i ) ( ) COMPACTED /j\�j \\ MATERIALS (TREATED BURLAP, NYLON TWINE, APPROVED \ WITH 4' STONE ALL AROUND BACKFILL \// \ DEDICATED VENT BACK THROUGH WIRE BASKETS, ETC.) AND DISCARD PLUMBING STACK. TOP OF ROOTBALL SHALL BEAR SAME CONTRACTOR TO PROVIDE PITCH TO DRAIN BACK, NO LOW RELATIONSHIP TO FINISHED GRADE AS TO 30" CAST IRON COVER ON 30" I.D. H-20 RISER INTERNAL CONTRACTOR TO PROVIDE POINTS PREVIOUS EXISTING GRADE \ �\• TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12" SIGN ON BUILDING ADJACENT EXCAVATE SUBSOIL AS REQUIRED TO PLACE OF FINISHED GRADE FOR EASE OF ACCESS. TIGHT TANK WITH LETTERING ROOTBALL DI PROPER ELEVATION. PLACE 1/2" EXP JOINT APPROXIMATELY 24'-0" OC "NON-HAZARDOUS NORMAL HIGH WATER LEVEL ALARM ROOTBALL DIRECTLY ON SUBSOIL FILLER CUT BACK 1/2" W/ 1/2" D!A X12" LONG CONTRACTOR TO PROVIDE INDUSTRIAL WASTE TO BE SET FOR 3/4 OF TANK `ate rp 1/2" EXP JOINT WHEN ADJACENT SMOOTH EXP DOWELS AT 2'-0" OC, ONE- HALFoco v o vcovo LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK" CAPACITY, ALARM AND PRESS TO TO CONC STRUCTURE OR BLDG GREASED %\ o 0 o PIPE O.D. o o \� THROUGH 24" RISER IN 2" LETTERING. SILENCE SWITCH ON PANEL INSIDE 8. /� � • EXCAVATE HOLE TO DIAMETER 3X WIDER THAN CONTINUOUS SEALANT 12' MIN. i� \ CAREFULLY COMPACTED IN INTERSTITIAL SPACE BETWEEN TANKS BUILDING. LOW VOLTAGE FLOATS, _._ SMOOTH TROWEL ALL EDGES / \ ,d ROOTBALL BACKFILL HOLE WITH PLANTING SOIL PREMOLDED FILLER 8"MAX 12"MIN. \\' SELECTED MATERIAL OR SIMPLEX PANELS, \ O MIX AS SPECIFIED -6" WIDE 9"MIN. \\ GRAVEL BORROW SEE PAVEMENT SECTION MEYERS OR EQUAL. MIX 4x4-6/6 WELDED WIRE FABRIC TANK DESIGN: MORTAR d -� i 1► CONTROL JOINT r o 0 0 \� o o STOP WWF AT EXP JT �\ \\• PROPOSED USE: FLOOR.DRAIN PER PLUMBING o°o Poo o o \ CODE, ESTIMATED 500 GAL ONCE PER MONTH, SMOOTH TROWEL ALL SEALANT 6„ 0 0 0 3" BARK MULCH, AS SPECIFIED \ HAND WASHING EST. 220 GPD, 220 GPD + 20 _ FILTER FABRIC c=c�yo �•o < .• . ��.• :..:.." (2) 3/4" GALv. STEEL - ••:Y. . , : •. EDGES 6` WIDE FINE BROOM FINISH \• GPD FLOOR DRAIN `X 5 =1,200 GAL REQ. ` PITCH 1% (IF REQ'D aoo'cd ooaoag \ b CONDUIT FOR ALARMS. _ o�: - o �' 1 2 O.D. ;,K ' !�- •.:.•}::. :•t - �_. \\ \ �c ��'�`oc =• �oace cA�\\\ / USE 1500 GAL TIGHT TANK (ADEQUATE). ;�:�_ �_- :: �• . CAREFULLY COMPACTED `'?' VENT ,.+ •__-�� d d SELECTED MATERIAL E I. _ - PIPE �,;. `moo° °O na°e�° \. _i+ ':.:' ;? UNDISTURBED SUBGRADE a •t'•C' D4"O cbG o hb ;d�:�a0 cC 0 a orl�\\� 6" MIN. �� - E I_. g TIGHT TANK SHALL BE H-20 1500 GAL �- 11- �_-:_ ; --__ v a a `O 1''5TOPCOAT INDUSTRIAL WASTE WATER TANK HOLDING _ a a SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE MASS DPW CONTAINMENT TIGHT TANK SYSTEM SHALL +J': EQ. EQ.-•- EQ. 2:'S BINDER TYPE II UNDISTURBED ;,; 2rjQC Ci L. INV. ' FLOOR DRAINS BITUMINOUS UNDISTURBED FIRM MATERIAL CONSIST OF H-20 RATED 2500 GAL. SEPTIC 4'DN. SEE PLUMBING Q ' a PAVEMENT ROCK SURFACE TANK CONCRETE VAULT W/INTERNAL 1500 GAL. OUTER DRAWINGS MONOPOUR TANK, VENTED, WITH PLASTIC INTERNAL 1500 \ REPLACE ANY RISERS UP INTO 2500 GAL RISERS. SEE TANK 12" PROCESSED GRAVEL BELOW GRADE EXCAVATION SEPARATE DETAIL SHEET. VENT THRU BLDG. : ` CONCRETE TANK "NOTE: TIGHT TANK IS DEFINED AS A SHRUB PLANTING OF UNSUITABLE MATERIAL STACK. COORDINATE WITH PLUMBER. y' DEDICATED SYSTEM UNDER THE PLUMBING CODE / WITH CAREFULLY COMPACTED USE CEMENT LINED CAST IRON PIP;:, PLUMBER TO NOT TO SCALE \� SELECTED MATERIAL ° COMPACTED AGGREGATE BASE SIGNAGE "NON-HAZARDOUS INDUSTRIAL MAKE UP CONNECTIONS AND VENTS / IN 12" LIFTS, MAX. WASTEWATER HOLDING TANK" TO BE #3 BAYBERRY SHRUBS OR APPROVED EQUAL UNDISTURBED OR COMPACTED j\ soh 4 Q INSTALLED ON BUILDING ADJACENT, SEE SUBSOIL EARTH TRENCH ROCK TRENCH SEPARATE CONSTRUCTION SPECIFICATIONS FOR DETAILS,O O31 B CMR REQUIREMENTS,0 ETC. H-2 0 TIGHT TANK CONCRETE SIDEWALK STANDARD DETAIL NOT TO SCALE SCALE: 1 1/2" = 1'-0" INSTALL TREE PLUMB NOTES: PIPE I N TRENCH 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW. TOP QF ROOTBALL SHALL BEAR 2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610) NOT TO SCALE SAME RELATIONSHIP TO FINISHED-. GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; ( MULCH SHOULD NOT BE WITHIN DETAIL Srit.- ET 6" LOAM & SEED DISTURBED AREAS 4" OF TREE TRUNK 8" H-20 F&C (�•) PLACE BALL ON SUBSOIL. REMOVE AND TO ACCOMPANY REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL HOSE(1/2" DIA. BLACK) _ REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON SITE PLAN LANDSCAPE STEEL DOUBLE #10 GALVANIZED WIRE TWINE, WIRE BASKETS, ETC.) AND DISCARD OF ADJUSTING BLOCKS/H-20 RISER EDGING DRIVEN 16" ' MORTAR ALL COMPONENTS EA. SIDE GUYS AND TURNBUCKLES. GUYS a EXCAVATE SUBSOIL AS REQUIRED TO PREVENT TO BE REMOVED AFTER ONE (TYP.) TO PLACE ROOTBALL TO PROPER 1330 MAIN STREET ROOT INTRUSION YEAR.. & LOCK IN PAVERS PERVIOUS BRICK PAVERS ELEVATION. PLACE ROOTBALL SURVEYOR'S `5�5y5>5�fr>5f> >>>>:• POROUS INTERLOCKING BRICK UNITS RIBBON (WHITE) DIRECTLY ON SUBSOIL a , c r:, \� 4" MIN. PEASTONE COARSE SAND INFILL BETWEEN UNITS OSTERVILL y Ii01A °� g��`= AND MIRAFI 14ONs ✓� 8000 PSI UNI ECO-STONE 5'-0" DIAMETER EXCAVATE HOLE TO DIAMETER 6"OSCH-40 PVC AT 1.5'X MIN. o��b ��g FABRIC OVER STONE ASTM C-936 CONCRETE UNIT PAVERS 3X WIDER THAN ROOTBALL FROM ROOF DRAINS a.il�il oa 6'-8` X 6'0 p PERMEABLE BRICK PAVERS OR EQUAL BACKFILL HOLE WITH PLANTING PREPARED FOR °•' � ` H-20 o o°o°o°o° 0°0°0o SOIL MIX AS SPECIFIED c 1000 GAL. ° ° o°000°o� 1" PEASTONE WITH COARSE SAND BLENDED ,o�ooa LEACHPIT o4� - 1340 MAIN STREET OSTERVILLE LL SHOREY OR EQUAL a �o°°ou' MDPW M1.O3.1* VIB. ROLLER COMPACTED 3" BARK MULCH AS SPECIFIED Uu O tT ..)p0 G 00 , 6" PROCESSED GRAVEL ( 5% MAX. PASSING #200) 1 , i� °'nLDpn °o G . , !'I-*:= UNDISTURBED SUBGRADE ° ° REMOVE TOP & SUBSOIL COMPACT SUBBASE ,t "-' 4 ' I'r I ,. I ❑ I; .I!I= 2" x 2" x 3' HARDWOOD STAoF M ��\ '���N of9c ' DATE: J U N E 10, 2020 3/4" - t 1/2' NOTE: ALL FILL TO BE CLEAN SAND & GRAVELT i� f_-:, x ' I ?1-y 6" 'y� 9c T o� DANIELA. G \ DOUBLE WASHED STONE COMPACT IN 6' LIFTS TO 95% MODIFIED PROCTOR DENSITY �y,- 3 TREE HEIGHT. ' Dr,'vIEL Get ' REV: JULY 14, 2020 (HYDRANT) - ' - 'ter V,1 a' MIN. AROUND PIT WITH VIBRATORY ROLLER. J �I I i_I yl I r� .. /o OJ j 0„ + , _ '' v UR n tia t S & s` UNDER PIT EQ. -EQ. EQ. O 5b' �' �h,�! I`-'�� I]nrdlF:_ A_4��r off 508-362-4541 ROOF DRAIN SECTION BRICK PAVERS SECTION ��° 4),�a �o�� ���;�� t�� :>,1A 0-, fax 508-362-9880 NOT TO SCALE NOT TO SCALE ° t �Ess`° `oNA�E� ' `.!�jll I downcape.com + D SURVE CROSS SLOPE 2% MAX. RUNNING SLOPE 5% MAX. �� DECIDUOUS TREE PLANTING �� v �f44 ,� ,! < � �, ;) 4 � down cape engineering, inc. AL k<s », civil engineers FOR 2.5 CAL. AND ABOVE �b land surveyors NOT TO SCALE DANIEL A. OJALA PLS E DATE 939 Main Street ( Rte 6A) NOTE: 3" CALIPER RED MAPLES (ACER RUBRUM) OR APPROVED EQUAL SHEET 4 OF YARMOUTHPORT MA 02675 DICE #20--008 PERMIT SET NOT FOR CONSTRUCTION