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HomeMy WebLinkAbout0024 TERN LANE - Health (4) ��. vr�� �Y THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA z .: Fs d6mmdNWEA4:TH•Ot MASSACHUSEtts., Q� yes PUBLIC HEALTHI)MS10N�-TOWN OF BARNSTABLI.,;MASSACHUS,E�7}S. tcatinn fd 3�tsp�s t platem,&nsi-- , , - �� Appli�ul#on Per.Permil to ( ) ( ), p.pp*-:(: ) Abandon( Completb. ©�n'dividnitlt.ompo _ 4 Stram:A oiLot�lo. �Ownei's•N�mo,Addiea, ZtishDer's Nmo``�Aas,.pand y7 e l Nos t xDesigner s Nam ,Addee�s mtd'TrJ'Igo; rJhh C�,`An'�,F 9. dP ,3:���Ivwes}!t I E ;�„d, ,y�n� M !z�{ ,til C, �USwss.r�o<t'� t ��tiBa�ng _ f wd,ling No faedi 3 __r .4t size =4 — - � }2JiUT =1ym-6df<Btuidaag; � f+PersangL ;3 _ ( q eizrm,( {Dl6eT�Alxaiies �.� _ o�o a mal iHow(min ttegiuied);. y,.� - _w_ fDesign flow pcoVided T E ♦ Y _ . Yl�1an' 6Dat>: r}�t J I� ._ �"IVt�lier of sheets i_ �Revlsron I?ate�. :Size of septiar�ak. ,tt xAl°cube.ot�Repeicszoc�tAlteratLJgs`(�L.iswervyhen=aPplica�le)•�� l� �J _a-�D��as(, o��wl�� �ontryr•��, L + -0 e sc.of_ :I'e 4a�,•_ �.tic�.,__ _. — _, Neid•,lnsoiiupetxed: -,•.-".•".`-_--« . .•,•`• fhe;undetfaigDed 4gtres to eagtu`�the cotastnschpn and.maiptenancaof tha,eforcdescrihed'pnsu �dispo sW R taccaideace.wlth6tha trisiansxo ttic,5-o that3iYylm'_ a>Gond no6o taco the st-' - q " _. t_,P em�operouq}uunt;l Cctificiue of. ,m de,a CComplilsnoo,h�t.becn:,lssued by�tlus'Bgpt�:of 4i`- � '., 'd+ , +' t .. . +• P' Ids' 07 d ! a r _ r Mp-kik DmAppror d y Date i� � T,Ap�trauDu,iDisopRlvV�d by a a� 4a �"`_ - , t,✓ - _ ,-rAate .� Lw.W +0,: i�5rev •+r. r.+ 41�.a�� � s�c�r+e-�o-. —,•...•ter. z.....w•..,.•.w....n.•.,�e..r,.,:,e..,,, ,. �a...�. ,1,-tv".�%+...uga�rg. �r•,.�,_-. ._. _ . �-XII OFYMASSA >�i'U E7TSi • t ?e a ��'./ "r' , � � � o-1yF�'L+Jr��i� �.7LiQ��.i7��', �.`►7.. { r; �t�'17 519cT0 CLRT[PY;that ttt6;UD-qua 50 l isposUn yslem Coastruet d'( )+ d i _f , Repaim� UggrtzdedAA ( ) ,ta. R, r' �' has been co-", ted in ecoordancc + r . with'tho`provuionnsorclaios.and�.ha,('v ji PPo 1 y+sWtRGonstctrctionPcnnjtFlo' 4"lQc daued tristuller 8 t I Desjpt r ApArgvW design flow •` ,'17to JiQttiiutoo of t,t; dl A c fro cunsi i4 „ Q ructl tts 8usr+dttoc Uiat Uae.syt nqt �l1»lllnctlon qt$df it #.. r ` , N t4l-0 ; ......}-y ..... .•t, ,l.-• x�,,a.sarrs�• .a,es4P.1.►e. -s. y�r:msae ia}.a .a l:-:�Fd�..:.i��,. •4 t Y -- - .... w � t J \ I No, Fee THE COM WEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS RlOration for MispoSaf--6pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 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 Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued h » ! t No. Fee THE COM WEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for �I8tl08an�U�teril (Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: - Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) s 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 Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons - Permit No. Date Issued --------------------------------------------------------------------------------------------------------------------------------------- ����� 0.� THE COMMONWEALTH OF MASSACHUSETTS t i 'D_G - S BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at r9 y n r n /_,1J , C,Q n 6 4-� has been constructed in accordance with the provisions ofTitle 5 and the for Disposal System ConstrUction Permit NQ)C —/G dated 6 -C Installer , 7 Cl�r �(� (t� �.n _��Designer #bedrooms Approved design flow?�� gpd The issuance of this perrm shall n t be construed as a guarantee that the sys wi esigned. i Date `s �9�a Inspector, --------------------------------------------------------------------------------------------------------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal &pstem Construction J)ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) 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 Public Health Division sUMIABLE. s ems. � 'T I€omas McKean, Director• 200 Main Street,Hyannis,NIA 0264.11 Office: 509-862-4644 Fax: 508-790-6304 Installer & Resigner Certification Form Date: 15////ZZ Sewage Permit# 'Z0 —1Q1 Assessor's Map\Parcel Designer: �--�t�1 ("5 �=._�-�... � Installer- Address: l�iJ i` - rl�lress. ......... w.. �� _�`� d FPPS. e. W� m.?' A'^'�,e' "^'".4'r " 8: .�....:-..:•m a 6A p'p� On 4 6"s issued a permit to install a (date) (installer) septic system at _ L4fv �. ......... based on a design drawn by (address) dated _ r (designer) I certify that the septic system referenced above was installed substantially according to the design;, which may include minor approved changes such as lateral relocation of the I 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 & Focal Regulations. Playa revision or certified as-built cy designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the to rms of the I\A approval letters (if applicable) - ���� i y1.z.' TYJ c5^•r � i'y1F • '�,.,jf.7��31y' j�t�t...s.`:.:! s:3. t' •ii, ............. Instal er's Signature) ; r IV, 1�1 rt w_ _..-.__....... Si(Designer s S nat: } (Affix I)ek�,l i�r Stamp~here) - PIT PLEASE, RETURN-TO HA N IIABI..,Ei B LIC HEALTH DIVISION.� CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED OTIL BOTH "t"IBIS FORM AND S- BUILT' CARD ARIA CE,i � v"I' ll I�ARi�S�A�LE PIJ�T,IC; 1 ��I�TII DIVISION. I 'koa\depts\HEALTj BSF..ti1 F...R connecASEPTICOesiglie,Ceriifiicozion Form Rey&14-13.DOC TOWN OF BARNSTABLE LOCATION Ail 'rAn I rip-4 SEWAGE# Z G ?w - O VILLAGE ` &Vs Ile ASSESSOR'S MAP&PARCEL f� 3-6 INSTALLER'S NAME&PHONE NO SEPTIC TANK CAPACITY � r q t'UGy �yv►1 f� LEACHING FACILITY:(type) (Rr°Ss A4e, p,.pf q5Lposize) NO.OF BEDROOMS 3 OWNER PERMIT DATE:G��1� � COMPLIANCE DATE: 0 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 �i no h TOWN OF BARNSTABLE LOCATION I c,p-e SEWAGE# p ; I G 2D - o VILLAGE t�,.rlsh[Q ASSESSOR'S MAP&PARCEL Q--� 3 —o INSTALLER'S NAME&PHONE NO. �c��lh (� %6 SEPTIC TANK CAPACITY tS�(- 1 yr>y p � LEACHING FACILITY:(type) ?re&we �o...�_1�size) NO.OF BEDROOMS. 3 OWNER h-.G V41-Cav 0 PERMIT DATE: COMPLIANCE DATE: O Separation Distance Between the: .Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S Private Water Supply Well and Leaching - Feet Facility(If any wells exist on site or within 200 feet of leaching facility) Edge of Wetland and Leaching FacilityFeet (If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY t� �I o) T�f fa LEGEND LAKE CONCRETE BOUND 0 DECIDUOUS TREE ° ocL SOIL TEST PIT >> LOCUS EXISTING SPOT GRADE x40.3 y w it EXISTING GRADE —40— c. z o RETAINING WALL �oL FO FENCE o z cF WEQUAQUET LAKE WETLAND FLAG #1 o h Ilk EXISTING WETLAND EAC SNEO all, Alt OF WF#7 #4 WF#5 - LOCUS MAP NOT TO SCALE WF#8 6` WF#3 c�'�P� LOT 4A IL p PROPOSED SOIL ABSORPTION SYSTEM 4151140 •R 0 4X12" 1 8,200f S.F. FLOOD . 14'x32'x12" DEEP BED OF J" TO 1H" a LIGHT DOUBLE WASHED STONE. 00 � o � #1 F��P Q�E� / EXISTING HOUSE Li (0 #1 L A W N RQa`Q PORTION OF EXISTING 40 ~ STONE''WALL. TO BE AS REOUIRED I w � MONITORING 0- REMOVED � a I FOR THE CONSTRUCTION PORT OF PROPOSED LEACHING IFIELD '000 P�� i 32'-- -- LOT 36 EXISTING FLOAT EXISTING INVERT SHALL BE I i I i � i � i I NSF I a , AND PIER VERIFIED BY CONTRACTOR �� OP ASONAL PRIOR TO CONSTRUCTION. ' I i ( i 4 JOAN M. McAULIFFE ) I I i�� Ln NOTIFY DESIGN ENGINEER OF I I 10.1c. (o F` O LIGHT #3-2782) I 10.C O ANY.DISCREPANCIES.. ' � I � _ IAPPROXIMATE LOCATION OF EXISTING 1,000FLOOD I I I L INLAND BANK GALLON SEPTIC TANK % -9 LIGHT FLAG POLEEMOVED(H-10) TO BE„ .�_ �� 4 ��y� L A W N PROPERTY LINE PROPOSED 2,500 GALLON OG % DUAL COMPARTMENT SEPTIC I 41.5 ` � , \ 11i PROPOSED 2,500 GALLON DUAL 26' — 2�z"' PVC MANIFOLD TANK/PUMP CHAMBER I LIB T CLEANOUT • � COMPARTMENT SEPTIC TANK DISTRIBUTION MANIFOLD. � w � • - / SEE DETAILS 4" PVC SURFACE VENT (H-20) L ,ir -� PUMP CHAMBER H-20 "' A ,f;,-•y� � - STONE `� �•�i � ( ) TO BE DETERMINED IN s �� WALL 12 31 L.F. 2�z" FORCEMAIN 1 Y4 " PERFORA TED PVC FIELD. SEE DETAIL EXISTING SEPTIC TANK, s r?,�-�'��;-� `� Rs ( BENCHMARK: LATERAL. SEE DETAIL D-BOX & LEACHING FIELD TO oo- ,V �\ of � P00 1 CONCRETE BOUND BE PUMPED DRY, REMOMED '-',---�� Roy __ �!ITH DRILL HOLE. SEPTIC SYSTEM LAYOUT. AND DISPOSED OF OFF SITE. COBBLED,,-,��� a ,� �00 - - EL.=3446 NAVD88 DRIVEWAY %;���� 0�1� _ SCALE: 1" = 10' , 5 40.4 NSF 110TIC • �o FLORENCE L. CASEY �KOV s� �' �s l3niCas and until such time r�ca the original (red) stamp of the APPROXIMATE LOCATION �� o`' 0, reip ansible Professiond Engm,�or, or Professional Land SurRr far OF SEPTIC SYSTEM _ '8. PROPOSED SOIL ABSORPTION SYSTEM MICHAEL B, apocars'on th,s Y,lam: o MCGRATH (A) no person or persons, iilC':�Cii}�c� any municipal or ci�'i�,r WAY STONE RETAINING CB CENTER 10 14.Ox32.0'x12" DEEP BED OF r" TO N , g pUblic officials, moy rely upon 'ho information contained. heren, and WALL 1X" DOUBLE WASHED STONE. (B) this plan rmwilnr, ::-lo prope.rt,y of Holmos Pe McGrath, In-,. (SEE DETAILS) GRAPHIC SCALE s2 , REVISE SEPTIC SYSTEM COMPONENTS, ADD DUAL 01/15/20 COMPARTMENT SEPTIC TANK-PUMP CHAMBER LAC 2 11 0 10 0 2 11 0 6 12/12/19 TANK UPDATE LOCAL UPGRADEOAPPRO'VALDS SEPTIC E P IRED LAC + TMS WATER SERVICE NOTE: DATE I DESCRIPTION Prawn Checked CONTRACTOR SHALL UNCOVER THE LOCA nON OF THE IN FEET ) R E V I S I 0 N S EXIS77NG WA TER SERVICE. EXIS77NG WA TER SERWCE 1 inch = 20 it. SHALL BE SLEEVED WHERE IT LIES f0' OR CLOSER TO ANY SEP77C SYSMW PIPE OR COMPONENT. IN THE PLAN CS EOcEFRD PIPE SHALL BE ENCASED C 7 (E£ Ei LOCAL UPGRADE APPROVALS REQUIRED: OF PROPOSED .SEWAGE DISPOSAL SYSTEM WATER OR PREPARED FOR SEPTIC PIPE MiN 310 CMR 15.211 (1) MINIMUM SETBACK DISTANCES M I CH AEL VALERIO tO' 10' 1. DISTANCE FROM A FOUNDATION WALL TO A SEPTIC TANK FOR LOT 4A, #24 TERN LANE ' a • 4 5" MIN.' .• , :, . REQUIRED: 10 FT. ACTUAL: 7 FT. IN NOTES BARNSTABLE, • ' '' • •: • •�.•• ' � • r""� CENTERVILLE MA WATER OR SEPTIC PIPE 2. DISTANCE FROM A PROPERTY LINE TO A SEPTIC TANL 1. HOUSE NUMBER: 24 REQUIRED: 10 FT. ACTUAL: 2 FT. t : 4" MIN • .d SCALE: 1" = 20' DATE: SEPT. 24, 2019 2. ASSESSORS NUMBER. 193-048 3. DISTANCE FROM A FOUNDATION WALL TO A SOIL ABSORPTION SYSTEM �`` �F �rqs. 3. ZONING DISTRICT: RD-1 REQUIRED: 20 FT. ACTUAL: 5 FT. ar �Os 4. FLOOD HAZARD ZONES: x ELEVATION ;, holmes and mcgrath, inc. MICBA 5. BENCHMARK: AS SHOWN 4. DISTANCE FROM A PROPERTY LINE TO A SOIL ABSOR O MCGRATH + 6. TOPOGRAPHIC INFORMATION BASED ON AN CONCRETE ENCASED SEPTIC REQUIRED: 10 FT. ACTUAL: 2 FT. civil engineers and land surveyors No.366,3 �I 205 Worcester court•suite a4•falmouth, ma•02540 ON THE GROUND INSTRUMENT SURVEY. AND WATER SERVICE CROSSING .� RV E- 508-548-3564 www.holmesandmcgrath.com f" 7. ELEVATIONS SHOWN ARE BASED ON THE-NORTH NOT TO SCALE DRAWN: LAC I CHECKS : AMERICAN VERTICAL DATUM OF 1988. (NAVD88) JOB N0: 219195 DWG. NO.: 87-2-81 A SHEET 1 OF 3 20 Finish grade above and adjacent to system shall slope away at a min. of 2� 50 20' min. distance (building to edge of leaching system) (5" - local upgrade approval required) CONTROL PANEL MOUNTED 2-Removable covers ON EXTERNAL WALL within 6" of finished grade. Access Holes in Tank to be 24" Access cover shall be a 45 in Diameter . . . . . . . . minimum of 30" to 'allow . . . . . . . . . . . . . . . . . . 45 4" dram. cast Iron or Schedule Make removal of pumps for W 40 PVC ; e t; ht ;nts servicing. Cover shall be 2" LAYER OF 1/8" TO 1/2" First Floor Zabel Filter set at finish grade. WASHED STONE OR FILTER FABRIC W - Accessible x41.7f FERNCO COUPLING x41.5f x41.8t CLEANOUT (SEE DETAIL) x40.8t EXISTING GROUND SURFACE •• ' E E E E 1 MIN. CLEAN BACKFILL _ ., 3 MAX. ..� 40 Llquld Lave/ L-3t f . . . . . . . . . . . . . 40 8 .L.F. 4. PVC . . . . . TOP ELEV-39.81 . . aA �' \!77E =0.02 Ele v. 39.JO '%.q TO EXISTING 1,500 Gallon p SOIL ABSORPTION BED - SEE DETAILS7..r SEWER LINE p et 1 "Lateral/n� p Existing z°v 4" SCH.40 v, Septic Tank � �i E/ev = .39JO 9 PVC PIPE o; 6 LAYER OF 3/4 TO 1 X . Z Foundation ° ►� OF DOUBLE WASHED STONE C4 W °�o II coNrRAcroR TO ►NsrAct to n II 2%" PVC SCH 40 FORCE MAIN d ;� 35 M� m ZABEL FlLTER MODEL N. . . . .MAINTAIN PITCH BACK TO CHAMBER. . . . . . . . 35 W A1801 IN OUTLET TEE Z t _�,3 c� 4 0�aa`>° ----�-- -------------------- ------------ ---------- _ ----------- $ _ t j .z _ WEQUAQUET LAKE 33.8 3 o c C 6" LA YER OF CRUSHED C `~"H COMPACTED STONE NOTE Observed Groundwater ev.= 1. 30 *INIERT TO BE VERIFIED /N THE FIELD. 30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . CONTRACTOR SHALL HOLD EXIS77NG INVERT AND SET TANK INVERT ACCORDINGL YBottom of Test Hole #2 Elev.=28.6f GENERAL NOTES EX;at;n q 8 Proposed 2,500 Gallon 31 k Foundation Septic Tank/Pump Chamber So# Absorption System 1) No change to this system shall be made unless SEPTIC PROFILE S01L � T approved in writing by holmes and mcgrath, inc. I I-R 2) Subject to inspection during construction by the SCALE: 1/4" = 1' PT# TPT-1 9-1 40 Board of Health and holmes and mcgrath, inc. Date of soil test: 9/5/19 3) Heavy construction equipment shall not travel Test taken by. L. CARREIRO over disposal system during or after construction. ALARM LIGHT Results witnessed by. D. STANTON 4) Disposal system to be constructed in accordance Percolation rate: G2 MIN./IN. with Title 5 of the State Environmental Code. CONTROL PANEL Ground water ENCOUNTERED ® 93" 5) A copy of these plans must be kept on the site INSTALL IN'READILY during the time of construction. 12'-0" ACCESSIBLE LOCATION DEEP OBSERVATION HOLE LOGS #1 A_& --#1 B 6) A copy of these plans must be furnished to the *TIME DOSED IN ACCORDANCE TP#1A TP#16 OTHER contractor constructing the disposal system. r "•." -• ".•'.'"'"'•••r. .•,, '" •.: :• - '*,.; WITH OAKSON, INC. GUIDELINES SOIL SOIL TEXTURE SOIL COLOR (STRUCTURES, . 2-24" Diameter ACCESS * DEPTH ELEV. DEPTH ELEV. HORIZON (USDA) (MunselQ CONSTONES, 8OULDERS, SISTENCY,%GRAVEL 7) Before backfilling, the contractor shall notify COVER ALARM SHALL BE WIRED Agent to inspect the system as constructed. Access Holes TO SEPERATE CIRCUIT. on 39.0 0" 38.6 8) If the contractor encounters any variation between w Y Zabel Filter C0 Z ADAPTER 0"-20" 37.3 0"-18" 37.1 FILL the existing conditions shown on the plan and the I -► OUTLET FLOATS SHALL BE HUNG 20"-27" 36.8 18"-24" 3ss Ab Loamy Sand 10 YR 3/3 conditions encountered on the site, or any soil ,. condition different than shown on the soil log, or FROM STAINLESS STEEL „ „ s / BARS MOUNTED WITHIN 27 -45 35.3 24 -43 35.0 B Loam Sand 10 YR 4/6 any adverse soil, y 2r� SCH-40 PVC the contractor shall immediate/ lox Grovel Holmes and 30 DIAM. PUMP FORCE MAIN 18" OF THE HATCH. 45"-120" 29.0 43"-120" 28.6 C Coarse Sand 2.5 YR 5/6 10% Cobbl contact holmes and mcgrath, inc. g Stones ACCESS COVER t SLIDE RAILS SHALL BE mcgrath, inc. will examine the soil condition PROVIDE WATERTIGHT WALL SLEEVES. USE AVAILABLE FOR USE. and report to the owner any suggested revisions. STEEL REINFORCED PRECAST CONCRETE LINK SEAL SYSTEM OR Ground Water Encountered at 93t inches APPROVED EQUAL. (TYP.) PLAN MEWDESIGN CRITERIA FORM ACCESS COVER OVER PUMPS. ACCESS COVER HATCH COVER TO FINISH GRADE unier:� any us tdl s'"osrg `, " h > o`° ' �° (` e) '`arr ° 'he MAKE HATCH WATERTIGHT AND responsibie ProfQ!. ional Enrinoer, or P of P-jionol Lein l SHALL BE LARGE ENOUGH TO ALLOW REMOVAL OF THE Number of bedrooms 3 Equivalent to 110 gal.'s/day appears on this plan: PUMPS FOR SERVICING AND CAPABLE OF WITHSTANDING WATERPROOF (A) no persons or persons, including any m� n.1ici cal or H-20 WHEEL LOADS. Garbage disposal unit: N0� Leaching area - capacity required: 330 al.'s da public officials, rrsoy rely upon the ic,*o:-,;,�,a�ion c�,4� t�E,�;� s€ • �r�, e�..�i g / y (S) this plan rernaim the property of Hois�;-=,e L'c e c :is, Inc. Watertight Cover Shall Be Set To Side area proposed: 0 sq. ft. REVISE SEPTIC PROFILE, COMPONENTS, Within 6 Of Finish Grade. PRECAST-.-- Bottom area proposed: 448 sq. ft. 01/15/20 ADD SEPTIC TANK PUMP CHAMBER LAC CONCRETE Total area proposed: 448 sq. ft. DATE DESCRIPTION Drawn F,heckoerl Removable 4" TANK RISER. Proposed leaching capacity: 332 gal.'s/day Covers Water supply: TOWN R E V - 1 S 1 0 N S (TYP) ;•;; ,,�;•; ;:, ;t.;;.�;; �6" 2%' SCH 40 PVC FORCE MAIN ;; ,.�..•y,,,. Precast concrete units: H-20 loadingdesign ,d". INV.= 39.15 � � 9 � PLAN (CONSTRUCTION DETAILS) INLET e" r W.im to gym S. _ � 12_ INLET ,r ' eve/ _ >r 7 Hours Liquid PUMP CHAMBER INVERTS & REQUIREMENTS OF PROPOSED SEWAGE DISPOSAL SYSTEM b �iquid 2 I O Emergency level PUMP CHAMBER PREPARED FOR. Storage 7'-0" +• is 5'-0" i " 7 INLET INVERT 39.15 M I CH AEL VALERIO Liquid cep h 5 -0 min. FOR LOT 4A' #24 TERN LANE 4" :, -- -- ---- LAG & ALARM Liquid depth OUTLET INVERT 39.40 IN G 00MACTM M NISTALL ,j PUMP ON ' START LAG AND ALARM 37.02 CENTERVILLE MA /IV5"OLOAZM 18 R W PUMP OFF BARNSTABLE, r START LEAD 36.52 SEPTIC TANK ALL PUMPS OFF „ ;t,.• y •,ti ,, •• » BOTTOM OF PUMP ,.y. , 35.15 SCALE: AS SHOWN DATE: SEPT. 24, 2019 , �. H- CHAMBER ::: P 0F 6 , '.• ; .,. 6 BOTTOM OF TANK 34.15 ESN of h�qS 7' 4'r� 4' 5'-10" ,'� qO 11'-4" T�DH IN FEET ,5 holmes and mcgrath, inc. �\ MICBAEL �'n _ _ ( ) o` MCCHATH - CROSS SECTION END SECTION civil engineers and land surveyors "° ���'s i, 2 PUMPS REQUIRED, MUST ALTERNATE PUMPS SHALL BE TYPIC�/ 500 GALLON SEPTIC TANK & PUMP CHAMBER M B ER CAPABLE OF PUMPING 70 GPM AGAINST 15' OF TDH 205 Worcester court•suite a4•Falmouth, ma•02540 AL PICAL 2. CONTRACTOR SHALL SUPPLY ENGINEER WITH. PUMP CURVE 508-548-3564 www.holmesandmcgrath.com NOT TO SCALE AND SPECS. PRIOR TO INSTALLATION FOR APPROVAL. DRAWN: LAC CHECKED• ,-� (H-20 LOADING) JOB N0: 219195 DWG. NO.: 87-2-81 A SHE T OF 3 l - PUMP CALCULATIONS 1 Y44" PERFORATED P.V.C. DISTRIBUTION LINE ® 4' O.C. (TYP. OF 7) 2" of W-3/8" PERFORATED VENT PIPE CAA 4 O.C. TYP DESIGN FLOW = 330 GIRD 4 Double Washed Stone " (TYP) REQUIRED DOSE VOLUME: or Filter Fabric 3/4" 1 DOUBLE WASHED STONE = 2 DOSES PER DAY = (330 GPD 2 DOSES A DAY) = 165.0 GALLONS •••• • • •.:.t..'«:.«.:.::•.:t••r3':. •.......S.......h.....«.t.t....»...........................t..?......x.._.........«...................}«.........n..........._.............»........«....»....\t......aht«..xx....«t..«t..«l.u.t.....t.«.1..•....»«..�.:...»...««.«.t.«...:.....»».»...«......«..»......:....«..r...::... ' • • •• •• • '• ' • •••••»••••••••••••••••••••••• ....»...».t r. ......s.............t....n..n.. ..«.nn:......». .«N..Y.....lt........ l. WY « t.n•....:..x.:...V::•::: :«:: • '•: ::...J. ..t.. ' • •• •• ••• UMRATE.. PROPOSED NUMBER OF LATERALS, N = 7 PROPOSED NUMBER OF PERFORATIONS PER LATERAL, n = 5 PROPOSED LATERAL HOLE DIAMETER, h = 5/16 IN. 6" 6" Effective Depth IN—LINE DISTAL PRESSURE DESIRED MIN. AT END, hd - 3.0 FT. _ n of field PERFORATION DISCHARGE RATE, q = 11.79 x h 2 x hd 0.5 = 1.99 GPM Elev. = 38.80 LATERAL DISCHARGE RATE PER LATERAL, (q x n) - 9.95 GPM 2' 4' 4' 4' 4' 4' 4' 4' 2'—'�I REQUIRED PUMP DISCHARGE RATE, Q = (N x q x n) = 70 GPM 32' TOTAL DYNAMIC HEAD: TYPICAL LEACHING FIELD STATIC HEAD: PROPOSED LATERAL INVERT ELEVATION, L Inv = 39.30 SCALE: 1"= 1' PROPOSED PUMP CHAMBER BOTTOM ELEVATION, C bot = 34.15 STATIC HEAD, Hs = L Inv — C bot = 5.15 FT. FRICTION LOSSES: 14' TOTAL LENGTH MINOR LOSSES (FITTINGS) EQUIVALENT PIPE LENGTH: NO. EQ. LENGTH/FITTING EQ. LENGTH 1%" PVC LATERAL TEE 1 14 = 14 FT. 3 12' PERFORATED LENGTH (5 HOLES TOTAL) CHECK VALVE 2 16 32 FT. O ELBOW 2 6.5 13 FT. m 5/16" HOLES AT 6' O.C. ELBOW GATE VALVE 2 1.4 = 2.8 FT. SWEEP 2 4.4 = 8.8 FT. Y Y ENLARGER 1 4.0 = 4.0 FT. O p NOTE: REDUCER BUSHINGS EQUIVALENT LENGTH FROM FITTINGS, Lf = 74.60 FT. Z V U CLEAN OUT AS NEEDED DELIVERY PIPE (FORCE MAIN) LENGTH, L = 31 FT. Q 2.0' O 3 O.C. " TOTAL EQUIVALENT LENGTH OF PIPE, Lt = L + Lf = 0 T??° to NOT SHOWN 2 FRICTION 100 FT OF PIPE, Rf = 2.52 FT 100 FT. 105.E FT. > " FRICTION TOTAL HEAD LOSS, Hf = (Lt x Rf 100) = 2.66 FT. a- 1%" SCH. 40 PVC LATERAL 5 16 NETWORK LOSSES, Hn = (1.31 x hd) = 3.93 FT. O ELBOW HOLE 2%" MANIFOLD TOTAL DYNAMIC HEAD 6.59 FT. 1* Y 3' O.C. Y 3' O.C. _ p TYP. p TYP. 0 PUMP REQUIREMENTS: N J J FLOW . (GPM) 70 GPM U U TDH (FEET) 15 FT. MANIFOLD & LATERAL ASSEMBLY N r- 5/16" HOLES AT 6' O.C. PUMP SELECTION: NOT TO SCALE MYERS MODEL MW50, 1 2 HP. OR APPROVED EQUAL 2" VERTICAL DISCHARGE LATERAL PIPE PERFORATION LAYOUT 11/" PVC LATERAL NOT TO SCALE SET COVER FLUSH WITH 1" AIR RELIEF VALVE FINISHED GRADE ��\ FINISHED GRADE LAWN 5/16" PERFORATION AT `� 5/16" PERFORATION AT THE 7:00 POSITION THE 5:00 POSITION \�\\ 6" MAX. �� 6 m in a s"min. •m� 'SET ,yALVE Box (H-20) LATERAL PIPE PERFORATION IN 6 LAYER OF NOT TO SCALE CLEANOUT WITH CRUSHED STONE SCREW-IN CAP 1%" PVC LATERAL CLEANOUT 90' LONG SWEEP NOTE: 5/16" PERFORATIONS SHALL BE CLEANED 4 PERFORATED PVC RISER OUT WITH WIRE BRUSH ONCE DRILLED. PERFORATIONS TO EXTEND WRAP WITH FILTER FASBRIC FULLY INTO STONE LAYER DRILL 5/16" HOLE 1%" PVC.LATERAL HORIZONTALLY THROUGH TO STONE/SOIL INTERFACE THE SWEEP AS SHOWN WRAP WITH FILTER FABRIC `. GC:R; LATERAL PIPE: CLEANOUT Unlessand una.il such t�= c� n;.:r Prnfessi �a �:Qr) .Su ,F tl, responsPole Prof ,,,s,onci E.ng* ?f, or cam:t¢C-�cc in _ai '_r i �a I�YlJo'f f ��— FILTER FABRIC OR ruppears on this plan.: C� DOUBLE WASHED NOT TO SCALE (f�) no pemon or persons, includi€�ca CRIV MUMcipol or of"her STONE/SOIL INTERFACE ? o 0 o PEASTONE LAYER public official,, may rely upon the infol"mcatlan contained lh ruin; and (,W O 0 0 ( ) ill's plan r�'rYiCiilla tllo pS'4pes'it C�'9 I� lr ?s c. w1Ct� ,<.'Cll, l:ic. a m w o 0 o DOUBLE WASHED 4» TEE 01/15/20 REVISE SEPTIC SYSTEM COMPONENTS LAC BOTTOM OF STONE o o o STONE LAYER GALVANIZED STEEL SCREEN DATE DESCRIPTION Drawn heck@d / R E V I S I O N S CONCRETE BLOCK INSP TION PORT DETAIL 4" SOLID PVC VENT PIPE PLAN (CONSTRUCTION DETAILS) NOT TO SCALE 3' OF PROPOSED SEWAGE DISPOSAL SYSTEM < PREPARED FOR MIN. FINISHED GRADE 1%" LATERALS - 4' O.C. TYP. M I CH AEL VALER I 0 FOR LOT 4A, #24 TERN LANE IN r. CENTERVILLE BARNSTABLE, MA REDUCER BUSHINGS PITCH TO LEACHING BED AS NEEDED SCALE: AS SHOWN DATE: SEPT. 24, 2019 .� " ' 3 END CAP 4" PVC VENT PIPE 2%" LATERAL MANIFOLD holmes and mcgrath inc. `�� �y n ,A'. Mo MICHAEL u VENT PIPE DETAIL civil engineers and land surveyors o McG, j, THRUST BLOCK 205 worcester court-suite a4•falmouth, ma-02540 U "� �sats MANIFOLD TYPICAL ELEVATION END CAP SCALE: 1/2" 1' 508-548-3564 www.holmesandmcgrath.com A. - NOT TO SCALE DRAWN: LAC CHECKE JOB N0: 219195 DWG. NO.: 87-2-81A SHE OF 3 LEGEND WffMAQXr LAKE CONCRETE BOUND 0 DECIDUOUS TREE SOIL TEST PIT >> LOCUS EXISTING SPOT GRADE x40.3 Jh EXISTING GRADE —40 — Z RETAINING WALL ® J FENCE — o z �cF Wf-(2UAOUST LAKE WETLAND FLAG A WF#1 oz �9 V) EXISTING WETLAND x All EAC SNEO �i�, Ili O,r WF#7 WF WF LOCUS MAP �� NOT TO SCALE WF#S 36` WF#3 -10 LOT 4A ��, 0- PROPOSED SOIL ABSORPTION SYSTEM j b o 4X12" 18,200f S.F. FLOOD 14'x32'x12" DEEP BED OF J» TO 1H» +I Q LIGHT DOUBLE WASHED STONE. 0o 00 o 38 #1 F\,0 G Q\E� EXISTING HOUSE Uj Z I� #1 LAWN P�Q PORTION OF EXISTING 40 >� w STONE WALL TO BECL REMOVED AS REQUIRED MONITORING FOR THE CON57RUC770N ( PORT �I 0- OF PROPOSED LEACHING I �p // 32' FIELD / — -- - -- LOT 36 / �.P'GS �o EXISTING FLOAT EXISTING INVERT SHALL BE r r r T T i— N F ( \ 0 02- / AND PIER VERIFIED BY CONTRACTOR ^ _ I i i j i I i I I j JOAN M. McAULIFFE I \ / OP ASONAL) PRIOR TO CONSTRUCTION. 1 I 14 cn NO DESIGN ENGINEER OF I I I � ( I ' I o O LIGHT #3-2782) 10.C. I I I i 10.C. I I O ,ANY DISCREPANCIES. _ ' I I I I ' APPROXIMATE LOCATION I I I , OF EXISTING 1,004 x. y� o .,�'n / .�'� FLOOD O O � � � � INLAND BANK GALLON SEPTIC TANK I �o�. ; •\\ '9�0 �\ LIGHT . FLAG (H-10) TO BE EMOVED I woe �� i f^?.L `\ LAWN POLE SS—N PROPERTY LINE y x PROPOSED 2, 500 GALLON 4 �S O ' �� MANIFOLD DUAL COMPAR71b1ENT SEP77C i 41.5 ` Gin �/ PROPOSED 2,500 GALLON DUAL 26 — 2X PVC CLEANOUT TANK/PUMP CHAMBER I _ LIG T • COMPARTMENT SEPTIC .TANK DISTRIBUTION MANIFOLD. (H-20) � � 4" PVC SURFACE VENT �� �\ C PUMP CHAMBER H-20 (SEE DETAIL) IN it D_. ( � TO BE DETERMINE WALL �� 1�4 " PERFORA TED PVC FIELD. SEE DETAIL EXISTING SEPTIC TANK, s� �'?�-�.!, \ oP�s BENCHMARK: 31 L.F. 2,�" FORCEMAIN LA TERAL. SEE DETAIL D—BOX & LEACHING FIELD TO oo, ,�- \ of cE � CONCRETE BOUND BE PUMPED DRY, REMOVED ,-- �� Rod WITH DRILL HOLE SEPTIC SYSTEM LAYOUT AND DISPOSED OF OFF SITE. COBBLED DRIVEWAY �',-:� . v+ __— — - DRIVEWAY ' i!,� � yp3\g t_10� EL. 34.46 NAVD88 SCALE: 1" = 10' 40.4 5 - N F p'�MAssgcti NOTICE FLORENCE L. CASEY Gs g (red) p APPROXIMATE LOCATION \� o� EL B. Unless and until such time as the original red stem of the OF SEPTIC SYSTEM �. _ •8 z �M�G�pTN responsible Professional Engineer, or Professional Land Surveyor PROPOSED SOIL ABSORPTION SYSTEM o No 2897a `� appears on this plan: CB CENTER 10 14.Ox32.Ox1211 DEEP BED OF " TO a (A.) no person or persons, including any municipal or other WAY STONE RETAINING ` ,� WALL 1� DOUBLE WASHED STONE. 's'o `� public officials, may rely upon the information. contained herein; and (SEE DETAILS) (8) this plan remains the property of Holmes & McGrath, Inc. GRAPHIC SCAM 01 15/20 REVISE SEPTIC SYSTEM COMPONENTS, ADD DUAL LAC / COMPARTMENT S P11C TAN —PUP CHAMBER IV REVISE SEPTIC SYSTEM COMPONENTS, ADD SEPTIC 20 10 0 210 ,✓ 60 12/12/19 TANK UPDATE LOCALUPGRADE APPROVALS R IR LACY TMS WATER SERVICE NOTE: DATE DESCRIPTION Drawn hecked CONTRACTOR SHALL UNCOVER THE LOCATION OF THE ( IN FEET ) £XIS77NG WA TER SERVICE. EXIS77NG WA TER SERVICE I inch = 20 ft. R E V I S 1 O N S SHALL BE SLEEVED WHERE /T LIES 10' OR CLOSER TO ANY SEP77C SYS7FM PIPE OR COMPONENT. IN THE PLAN AL 7FRNA 77VE, THE WA TER SERVICE PIPE SHALL BE ENCASED /N CONCR£7F SSE£ DETAIL) - LOCAL UPGRADE APPROVALS REQUIRED: OF PROPOSED SEWAGE DISPOSAL SYSTEM _ WATER SEPTIC PPE a : MIN 310 CMR 15.211 1, MINIMUM SETBACK DISTANCES PREPARED FOR SSE . ..° ( MICHAEL VALERIO 10 10 1. DISTANCE FROM A FOUNDATION WALL TO A SEPTIC TANK FOR LOT 4A, #24 TERN LANE NOTES ° REQUIRED: 10 FT. ACTUAL: 7 FT. IN ` 5" MIN'• .'• '•'• r� BARNSTABLE,'f' ' CENTERVILLE MA WATER OR SEPTIC PIPE 2. DISTANCE FROM A PROPERTY LINE To A SEPTIC TANL 1. HOUSE NUMBER: 24 REQUIRED: 10 FT. ACTUAL: 2 FT. ,£ i d • 2. ASSESSOR'S NUMBER: 193-048 4MIN• ' a. !• SCALE: 1" = 20' DATE: SEPT. 24 2019 ^ 3. DISTANCE FROM A FOUNDATION WALL TO A SOIL ABSORPTION SYSTEM '� { 3. ZONING DISTRICT: RD-1 4. FLOOD HAZARD ZONES: X _ ELEVATION REQUIRED: 20 FT. ACTUAL: 5 FT. 4dholmes and mcgrath, inc. � N� s� o ��� . J y ` 5. BENCHMARK: AS SHOWN 4. DISTANCE FROM A PROPERTY LINE TO A SOIL ABSORPTION SYSTEM 4 civil engineers and land surveyors . s 6. TOPOGRAPHIC INFORMATION BASED ON AN . CONCRETE ENCASED SEPTIC REQUIRED: 10 1=T. ACTUAL: 2 FT. g y 205 Worcester court•suite a4•falmouth, ma•02540 a9cFF;�sTF f ` ON THE GROUND INSTRUMENT SURVEY. AND WATER SERVICE CROSSING 508-548-3564 www.holmesandmcgrath.com 7. ELEVATIONS SHOWN ARE BASED ON THE NORTH NOT TO SCALE - DRAWN: LAC CHECKS : ,3 AMER(CAN VERTICAL DATUM OF 1988. (NAVD88) =. , .._ �B N0: 219195 DWG. NO.: 87-2-81 A SHEET 1 OF 3 �- PUMP CALCULATIONS 134" PERFORATED P.V.C. DISTRIBUTION LINE 0 4' O.C. (TYP. OF 7) 2 of %"-3/8" " DESIGN FLOW 330 GPD Double Washed Stone I r 4 PERFORATED VENT PIPE ® 4 O.C. (TYP) L REQUIRED DOSE VOLUME: or Filter Fabric 3/4" 1�" DOUBLE WASHED STONE = 2 DOSES PER DAY = 330 GPD 2 DOSES A DAY = 165.0 GALLONS .....«"•....«..•. . • .. .«.... .•«... ........••.• .CIJJ ICt'W:::•::nV:YC:.":T:t:.JV : ::• • :Kl:•: t .,V...�.. + ••A .:.::rV.0 •V�1,J,y�:Vy lV t:t'::VVN Sk'• t y};xctr:v ...r. r•r• J v. :J.Y J r:r .. n.fi, .... .r7c •}"' ' "vvs:....v.,5, :•nk^c:!k•n•. ^xJN:r.••N' .... y n.. . �'.{.•C•'••A:•StV«r�7: .V. ft,{•,h r. yi'R'py •n^ •v r. r .n nv i::r;fii�..rp:a ry.� tyn„rds yi�,�;{ry:k yyrr yr::�•':. ••►. >{rr N y<i{}•t:...Fy Ahr;�:•K• •... ni+N J!nJ:+.•; {•/n r fivti.. + i+ nY.. .:ri .x..«v..• .i' .r•:A •• PUMP RATE: •'' ' PROPOSED NUMBER OF LATERALS, N = ? • PROPOSED NUMBER OF PERFORATIONS PER LATERAL, n = PROPOSED LATERAL HOLE DIAMETER. h = 5/16 IN. 6" 6" Effective Depth 2'-0" IN—LINE DISTAL PRESSURE DESIRED MIN. AT END, hd 3.0 FT. PERFORATION DISCHARGE RATE, q = 11.79 x h 2 x hd 0.5 1.99 GPM Elev. = 38.80 90' BEND TEE OR DEAD END L`�a- DISCHARGE RATE PER LATERAL, x n = 9.95 GPM 2, 4' 4' 4' 4' 4' 4' 4' 2' REQUIRED PUMP DISCHARGE RATE, Q = N x q x n - 70 GPM 32' TOTAL DYNAMIC HEAD: TYPICAL LEACHING FIELD STOP HEAD: PROPOSED LATERAL INVERT ELEVATION, L Inv = 39.30 SCALE: 1"_ 11' 12" PROPOSED PUMP CHAMBER BOTTOM ELEVATION, C bot = 34.15 STATIC HEAD, Hs = L Inv — C bot 5.15 FT. FRICTION LOSSES: k' MINOR LOSSES (FITTINGS) EQUIVALENT PIPE LENGTH: 14' TOTAL LENGTH . . NO. EQ. LENGTH/FITTING EQ. LENGTH �.. •' 12" TEE 1 14 14 FT. t • L 3 12' PERFORATED LENGTH (5 HOLES TOTAL) ,2,-0" '' CHECK VALVE 2 16 32 FT. _ w . t .» O . . ; ELBOW 2 6.5 = 13 FT. W GATE VALVE 2 1.4 _ 2.8 FT. m 5/16 HOLES AT 6 O.C. UNDISTURBED EARTH SWEEP 2 4.4 _ 8.8 FT. Y Y ENLARGER 1 4.0 4.0 FT. O O NOTE: 45' BEND TYPICAL SECTION EQUIVALENT LENGTH FROM FITTINGS, Lf - 74.60 FT. J DELIVERY PIPE (FORCE MAIN) LENGTH, L = 31 FT. Z ' U , U CLEAN OUT TOTAL EQUIVALENT LENGTH OF PIPE, Lt = L + Lf = 105.6 FT. 2.0' 3 O.C. O NOT SHOWN NOTES: FRICTION 100 FT OF PIPE, Rf - ULO TYP. � " 1. THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF FORCEMAIN. 2.52 FT 100 FT. 2. CONCRETE SHALL BE 2,500# BEARING ON UNDISTURBED EARTH. FRICTION TOTAL HEAD LOSS, Hf = Lt x Rf 100 = 2.66 FT. > 5 16 3. CONCRETE SHALL NOT RUN INTO PIPE JOINTS. NETWORK LOSSES, Hn = 1.31 x hd = 3.93 FT. a. 1l6" SCH. 40 PVC LATERAL ELBOW HOLE 4"- TEE WITH 4. ALL BLOCKS SHALL BE MIN. 1'-0' HIGH (2 SO. FT. BEARING AREA), TOTAL DYNAMIC HEAD 6.59 FT. 3' O.C. GALVANIZED STEEL SCREEN CONCRETE THRUST BLOCKS PUMP REQUIREMENTS: V T)'P. O FLOW (GPM) 70 GPM J NOT TO SCALE N v v 4" SOLID PVC VENT PIPE TDH (FEET) 15 FT. o O Te 3' PUMP SELECTION: N r 5/16" HOLES AT 6' O.C. ^ MIN. M MW50 1 2 HP. OR APPROVED EQUAL 2" VERTICAL DISCHARGE FINISHED GRADE MYERS MODEL LATERAL PIPE PERFORATION LAYOUT , . 1%" PVC LATERAL NOT TO SCALE PITCH TO LEACHING BED N APE VA" PVC LATERAL FINISHED GRADE LAWN ELBOW 5/16" PERFORATION AT 5/16" PERFORATION AT VENT PIPE DETAIL THE 7:00 POSITION THE 5:00 POSITION SCALE: 1/2" 1' 4 MAX. \j/�\i; \��\/�� REDUCER BUSHINGS LATERAL PIP PERFORATI N AS NEEDED CLEANOUT WITH 2%" TE NOT TO SCALE, SCREW—IN CAP NOTE: 5/16" PERFORATIONS SHALL BE CLEANED 4" PERFORATED PVC RISER 2%" MANIFOL OUT WITH WIRE BRUSH ONCE DRILLED. WRAP WITH FILTER FASBRIC PERFORATIONS TO EXTEND FULLY INTO STONE LAYER NOTICE TO STONE/SOIL INTERFACE Unless and until such time as the original (red) stamp of the WRAP NTH FILTER FABRIC responsible Professional Engineer, or Professional Land Surveyor MANIFOLD & LATERAL ASSEMBLY appears on this plan: _ (A,) no persons or persons, including any municipal or other +F- FILTER FABRIC OR NOT TO SCALE public officials, may rely upon the information contained herein; and C0 DOUBLE WASHED (B) this plan remains the property of Holmes & McGrath, Inc. STONE/SOIL INTERFACE =o 0 0 o PEASTONE LAYER 02/28/20 ADD CONCRETE THRUST BLOCKS DETAIL LAC cam o0 0 Q 0 0 0 w o 0 o DOUBLE WASHED 01/15/20 REVISE SEPTIC SYSTEM COMPONENTS LAC LAC BOTTOM OF ONE o o o STONE LAYER DATE DESCRIPTION Drawn hecked CONCRE BLOCK SET COVER R E V I S I 0 N S 1" R RELIEF VAL GRADE PLAN (CONSTRUCTION DETAILS) NTH INSPECTION PORT. DETAIL AILVE /-FINISHEDNor To scALE OF PROPOSED SEWAGE DISPOSAL SYSTEM 6'min. PREPARED FOR 1 9" LATERALS — 4' O.C. TYP. 6"min. — M I CH AEL VALERIO .m►,. SET VALVE BOX (H - 20) FOR LOT 4A, #24 TERN LANE IN 6" LAYER OF IN 1/ � " PVC LATERAL CLEANOUT CRUSHED STONE CENTERVILLE BARNSTABLE, MA REDUCER BUSHINGS 90' LONG SWEEP AS NEEDED SCALE:AS SHOWN DATE: SEPT. 24, 2019 ,a: or fs�,A 3" END CAP / DRILL 5/16" HOLE t J" HORIZONTALLY THROUGH " 1/4 PVC LATERAL ,o NIC6F: L U\` 2�i LATERAL MANIFOLD THE SWEEP AS SHOWN holmes and mcgrath, inc.InC No.3— 3 t civil engineers and land surveyors t THRUST BLOCK LATERAL P CLEANOUT 205 Worcester court•suite a4•falmouth, ma•02540 sTG MANIFOLD TYPICAL ,ELEVATION END CAP NOT To SCALE 508-548-3564 www.holmesandmegrath.com � NOT TO SCALE DRAWN: LAC CHECKED. _�1 •r, J08 N0: 219195 DWG. NO.: 872-81 A— SHEET OF 3 .�a Finish grade above and odjacent to system shall slope away at a min. of 2.� 20 . . . . . . . . . . . 20 min. distance (building to edge of leaching system) (5' - local upgrade approval required) CONTROL PANEL MOUNTED 2-Removable covers ON EXTERNAL WALL within 6" of finished grade. 'Access Holes in Tank to be 24" Access cover shall be a . 45 . . . . . . •. . . . ._ . . . . »_ . . . . . . . . . . . . . . . . . . . . . . . . . . . ,-� In Diameter... �minimum" of 30 to allow _ ; - � 4" dlam. cast iron or Schedule , 'removal of pumps for W 40 PVCpipe ti ht join Make servicing. Cover shall be 2 LAYER OF 1/8 TO 1/2- First cy Floor ( Zabel Filter set at finish -grade.: WASHED STONE OR FILTER FABRIC W Accessible rzj x41.7f FERWX COUPUNO x41.5f x41.8f CLEANOUT (SEE DETAIL) 00 _ ..... _ _ — _. �. _ 40.8± a� E E E E 'MIN. CLEAN BACKFlLL / "'r ---• ..,..,,EXISTING GROUND . .. ,...: _ 3 MAX. _ fill 40 - W.M.N. ..�, ,SURFACE °a 40 8 .L.F• .4" PVC . _. TOP ELEV--39.8_* . . . . Liquid Lens/ L-3t f M E/ev. 39.30 40 s=0.02 o nE TO EXISTING p SOIL ABSORPTION BED SEE_DETAILS o SEwER uNE p 1,500 Gallon Existing z"u 4 SCH.40 V- Septic Tank Qi ETeV 39.<303/4- t ti g v PVC PIPE of 6 LAYER OF TO 1 Z Foundation c c c '.� '`� OF DOUBLE WA ED STONE N v CONTRACTOR TO ►NSTALL h W � p 2%, PVC SCH 40 FORCE MAIN o ZABEL FX7ER MODEL HIN 35 c M o cv� MAINTAJN PITCH BACK TO CHAMBER . . . . . . . . . . . . . . . . . . . . . . . . h U t•`�-°3 A18O1 IN OUTLET TEE 2 . . . . . . . . . 35 w 4. w v 2 - ---- - ----�_ - -- ---- - - -- __- _-__ - WEQUAQUET LAKE 33.8 _ ... -------� - joc� C 6" LAYER OF CRUSHED C a v COMPACTED STONE NOTE Observed Groundwater lev.= 1.3f 30 *INVERT TO BE VERIFIED IN THE FIELD . . . . . . 30 CONTRACTOR. SHALL HOLD EXlSANG INVERT AND SET TANK INVERT ACCORD/NGL Y Bottom of st Hole #2 Existin Proposed 2,500 Gallas Elev.=28.6t GENERAL NOTES Foundation, 8 Septic Tank/Pump Chamber 31 f So/l Absorption System 1) No change to this system shall be made unless approved in writing by holmes and mcgrath, inc. S. EPTIC PROF_, OIL ' TEST 2) Subject to inspection during construction by the SCALE: ,1/4" 1' Pig TPT-19-140 Board of Health and holmes and mcgrath, inc. NOTE: 3) Heavy construction equipment shall not travel Date of soil test: 9 5 19 - CONTRACTOR SHALL INSTALL SEPTIC TANK ON STABLE • / � COMPACTED BASE CONFORMING WITH THE SPECIFICATIONS -ALARM LIGHT Test taken by. L. CARREIRO over disposal system during or after construction. SET FORTH IN 310 CMR 15.228(1). ' Results witnessed by D. STANTON 4) Disposal system to be constructed in accordance CONTROL PANEL Percolation rate: <2 MIN./IN. with Title 5 of the State Environmental Code, INSTALL IN READILY Ground water ENCOUNTERED 0 93" 5) A copy of these -plans must be kept on the site 12,_O» .ACCESSIBLE LOCATION K during the:time of,construction. *TIME DOSED IN ACCORDANCE ; DEEP OBSERVATION HOLE LOGS 1 A & 16 6 A>co of`these 'plans`must be furnished to the .:• ;• ... .•.. .._ ., ..a. :,777777777•,=z WITH OAKSON, INC. GUIDELINES w . # # ) PY - OTHER TIP to TP 1 contractor constructor the disposal system. 2 24 Diameter ACCESS *ALARM SHALL-BE IMRED a 9- P Ys . 'SOUL. SOIL TEXTURE SOIL COLOR {srRucTui�s, Access Holes COVER TO,SEPERATE CIRCUIT. HORIZON USDA Munsell sTONM Bows, 7 Before backfiilin ,, the contractor shall notify , DEPTH ELEV., DEPTH ELEV. (USDA) ( ) GRAVEL) ) 9 w .- Zabel Filter • - cowssra�cr,x Agent to inspect the system as constructed. ADAPTER o" 39.0 0" 38.s` Z ' 8) If the contractor. encounters any variation `between Al FLOATS SHALL.BE HUNG . . - the existing conditions shown ..on the Ian and the I � ( —�—.►OUTLET 0 —20 37.3 0 —18 37.1 FILL 9 P FROM STAINLESS STEEL " " conditions encountered on the site, or any soil 20 -27 36.8 18 24 36.6 Ab Loamy Sand 10 YR 3/3 . t 2W SCH-40 PVC BARS MOUNTED WITHIN condition different than shown on the soil log, or " FORCE MAIN 1 " THE A 27"-45" 35.3 24 -43' 35.0 0 Loam Sand 10 YR 4 6 • ' 30 DIAM. PUMP ; $ OF E HATCH. Y / any adverse soil, the contractor shall Immediately ACCESS COVER SLIDE RAfLS SHALL BE " " " 20%Gravel (PROVIDE WATERTIGHT 45 —120 29.0 43 —120 28.6 C Coarse Sand 2.5 YR 5/6 tOX Cobbles, Stones contact holmes and mcgroth, inc. Holmes and z 1i 4 `'." "' 1WALL' SLEEVES. USE AVAILABLE FOR USE. mcgrath, inc. will examine the soil condition STEEL REINFORCED PRECAST CONCRETE LINK SEAL SYSTEM OR g ' and report to the :owner any suggested revisions. PLAN MEW APPROVED EQUAL. (TYP.) Ground Water Encountered at 93f' inches FORM ACCESS COVER OVER PUMPS. ACCESS NOTICE Unless grid until such time as the original (red) s¢s�€�p of the COVER SHALL BE LARGE ENOUGH TO ALLOW p� p responsible Professional Engineer, or Professional Land Surveyor REMOVAL OF THE PUMPS FOR SERVICING AND DESIGN CRITERIA appears on this plan: A F WITHSTANDINGH- 0 WH L LOA HATCH COVER TO FINISH GRADE (A) no person or"persons, including any municipal or other CAPABLE 0 2 WHEEL LOADS. MAKE HATCH WATERTIGHT AND Number of bedrooms 3 E uivalient to '110 al.'s da public officials, may rely upon the irsfcr4 tion contained herein; and METAL FRAME & COVERS `WITH LOCKING BOLTS WATERPROOF g / y (B) this plan remains the props:ty of Holmes & McGrath, Inc. Garbage disposal unit: - NO OVER "T'S" WHERE REQUIRED. Leachingarea - -ca capacity re uirled: al.'s da P Y q 330 9 / y 02/28/20 UPDATE SEPTIC TANK COVER NOTES LAC ,.,,,,-Watertight Cove' Shari Be Set To Side area proposed: 0 sq. ft.. REVISE SEP11C PROFILE, COMPONENTS, Within fi Of Finish .Grade. .• PRECAST---.•-� Bottom area proposed: 448 sq. ft. 01/15/ZO AD SEPTIC AN PUM CHAMBER LAC MBM „ CONCRETE r Total area proposed: 448 sq. ft. DATE DESCRIPTION Drawn hecked _ E Removable 4 TANK RISER. Proposed leaching capacity 332 gal.'s/day Covers Water supply. TOWN R E V I S I O N S (TYP) .,: :. _ 2 " SCH 40 PVC FORCE MAIN - •��• ..:,;•" �.��,. 6" : =. "• . ,... - Precast concrete units lauding design INV.= 39.40 KE � .� -: . -� -�— _ H 20 PLAN (CONSTRUCTION DETAILS) INLET r�.�iLc to a312 INI�T ,r J - PUMP CHAMBER INVERTS & REQUIREMENTS OF PROPOSED SEVNAGE DISPOSAL SYSTEM ed q d Zs ,• 7.Hours Liquid PREPARED FOR - Storage cy T-0" level PUMP CHAMBER -Q» �rtIn. j » INSET INT 39.,5 MICHAEL VALERIO Liquid aiepth 5 -0 min. FOR LOT 4A, #24 TERN LANE 4» ; -- -- ---- ' LAG & ALARM Liquid depth OUTLET INVERT 39.40 VOL = cunm�►CTOR m NnAl • - PUMP ON a IN f tsoo ca Z .FlUER MooF]. START LAG AND ALARM 37.02 / CENTERVILLE BARNSTABLE, MA ZAM s+ outlFt tEE PUMP OFF s START LEAD 36.52 l SEPTIC TANK ti 1.�. . :, .. BOTTOM OF PUMP ,s.� . SCALE: AS SHOWN DATE; SEPT. 24 2019 = ALL PUMPS OFF 351 » CHAMBER =. R BOTTOM OF TANK . 5 EL 11'--4» M cry GPM - 70 holmes and mcgrath, inc. ( ���G ; TDH (IN FEET) 15 No.scatsAll C' CROSS—SECTION END—SECTION 2 PUMPS REQUIRED, MUST ALTERNATE PUMPS SHALL BE civil engineers and land surveyors y TYPICAL 2 500 GALLON SEPTIC TANK & PUMP CHAM$ER CAPABLE OF PUMPING 70 GPM GI AGAINST 15 of TDH 205worcester court•suite a4-falmouth, ma•02FA0 9, v�sTEti` = CONTRACTOR SHALL SUPPLY ENGINEER WITH PUMP CURVE 508-548-3564 www.holmesandmcgrath.com E .^ NOT TO SCALE AND SPECS. PRIOR TO INSTALLATION FOR APPROVAL. (H-20 LOADING) DRAWN: LAC CHECKED: JOB NO. 219195 DWG. NO.: 87-2-81 A SHEET OF 3