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HomeMy WebLinkAbout0469 POPONESSETT ROAD - Health 469 POPONESSETT ROAD COTUIT A= 019 -004 -002 ! r i� TOWN OFDB�ARNSTABLE LOCATION &9 P0A0AeSSe��/� SEWAGE # VILLAGE I-29116 ASSESSOR'S MAP & LOT — :Z INSTALLER'S NAME&PHONE NO. 4,5Are SDY `126 UOP SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3 (size) /.3 IV 33d NO.OF BEDROOMS BUILDER OR OWNER ' .I10/11-lei PERMUDATE: I'M341/9 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 1I.3 60W/ �4 y st, G 4S ( 'viS o 1b. 4I, v � o vie 3Nz- 7 a ; 7 4 � No. ?-4 0 Fee�-= THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye 01pplication for Misposal *pstpm Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. <L 9 Po&A14 SS E T Ad Owner's Name,Address,and Tel.No. Cc 7a s r AAA. VP11 M FA Assessor's Map/Parcel la Installer's Name,Address,and Tel.No. Co�-9�9-9 3 o c Designer's Name,Address,and Tel.No. So /:kSroOLE sc XC,4VAT-Z o-1-� ODwNGAP�= li�E. .✓ r2A. 0 SX Al W W-.Tc o Type of Building: Dwelling No.of Bedrooms Lot Size 197, f a (' sq.ft. Garbage Grinder( ) Other Type of Building 42.4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) © gpd Design flow provided gpd Plan Date _ oZ D 1 g Number of sheets Revision Date Ai A Title 1 T T f 1' 4-1 i r' Pt-A .t/ Size of Septic Tank j5 00 -!a ID Type of S.A.S. 3 - 50 0 'L C Description of Soil e- �� / 7, 7 IK 3 D�� �) 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 Enviro o e d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Si Datepr Application Approved by Date 6 1 O Application Disapproved by Date for the following reasons Permit No. C944 I Date Issued f Fee i �- THE COMMONWEALTH OF MASSACHUSETTS Entered incomputery,�� V&Yesr PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETT.S.` 2pplitatlon for Disposal *pstrm Construction Permit _ Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) `'Complete System ❑Individual Components LocationAddress or Lot No. l/L`/ A, �[- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. C G'' f•t 5' r 3 a f Designer's Name,Address,and Tel.No �'� C it�,4 1 ,_7 0 ✓t-." !/(J'W i(, C,A,fl Type of Building:'. r; Dwelling No.of Bedrooms Ya Lot Size 6) sq.ft. Garbage Grinder( ) Other Type of Building `7UIZ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) tf> gpd Design flow provided gpd' Plan Date u. tp. 2 o Number of sheets Revision Date 1,. ,4 Title i y;J l_ S S ` i t_ I�� A Size of Septic Tank /5 oG - la +C Type of S.A.S. 3 - ,TOO 4-•«.-(' 1-,C. Description of Soil C. - ± / 7. 7 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 f f = i Date Application Approved by Date 13 CII S Application Disapproved by Date for the following reasons Permit No. )_ "" �`i Date Issued / 3e) P r • j� - --•-- - -- ---- ------ - - -- - -- - ---------- - _. THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( `')� Repaired( ) Upgraded( ) Abandoned( )by tQ�.a xis e /�� -�"_41,1 o­,i 'at- has been constructed in aecbr6nce -sskY J - with the provisions of Title 5 and the for Disposal System Construction Permit Noy 'l dated 13 f✓ Installer1.1J-�L1� �r*•. /�.. 1� ti Designers -�s�� � #bedrooms v e� Approved design flow gP d The issuance of this pe it shall not be construed as a guarantee that the system willt mcti,r�as designed. ` 1 Date 71 1 Inspector --------------------------------------------------------------------------------------------------- ---------- -- ----- ------ No. OCj S7 ; I Fee J J56 r- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at 6� t` r �� 't om _.-� `9 C ...� e ✓>4ee 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 / 3,t)/ � 6Approved by 1 about:blank Town of Barnstable Regulatory Services Thomas F.Geiler,DirectorNAM ' uanxareess, � Public Health Division F Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 } Installer&Designer Certification Form Date: Sewage Permit# ,v/��, t Assessor's Map\Parcel 19 —2 Designer: 0W V\� c Installer: pt1/J Tl"�.e �� .Address: � I t vtR t� �� Address: l�j✓wlo u.T'c�. �n� �-«,�Q,.►4�Q . �i►. o.Z S 63 On � 1po-S o lr rx CA VA TZDW was issued a permit to install a (date) L1/ q (installer) septic system at [ 10( AP012eUe? based an a design drawn by f I (address) L i�'IJ Q lit E dated (desi o er) - 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 distribution box and/or septic tank. I certifythat the septic s stem enced above was installed with major changes i.e. P Y J g greater an 10'lateral rel ion of the SAS or any vertical relocation of any component oft eptic system m accordance with State&Local Regulations. Plan revision or c ed as-buil designer to follow. 140 DANIELA, say staller's Signature) civl� 4 No 46502 � Ft` (Designer's Signature) (A tx Designer's Stamp Here) nEASE 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. Q:Health/Septic/Designer Certification Form 3-26-04.doe 1 of 1 10/30/2019,2:00 PM lv1 I V R lj� 10 4 2 �'�- - - - - -- - - - q I!, )�b U,'.2 - - - - -- - - - - IN z z iF 12 OVA" I. j7 1 l-� - � i _JI � � � �, I I I I , LL AN 1"') • .2,_yJ/V o ------ Vz ;17 Col. ,a s i Ij vI II a -5 1 f I IF 7 '-1 � I I �•'{•' � � I i I Y—.I'.II K(I,•. 1011!15 CD li I I I , _ y S I I � 1 I I 'n I I r I I I I I I i I i, I i LEGEND SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES - MARKED WITH MAGNETIC TAPE OR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NAVD 88 School -- -- 99--- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS Sf. ACCESS COVERS TO WITHIN 6' OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 99•� EXIST. SPOT ELEV. TOP UN . . 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS PROPOSED X PROPSOED 4 BEDROOM DWELLING FOUND. EL 325\ FILTER FABRIC OVER STONE 24.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ��\c —[99]— PROPOSED CONTOUR DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PRECAST H-10 BLOCKS OR She// B/U 198•4] PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW i. RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS TO BE AASHO H-ZQ, err ff TH1 - 2'0 4 OSCH40 PVC MORTAR ALL H-10 o ess P' 10- 6" MIN. suMP PIPES LEVEL 1ST 2' 4 COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT, o12" MIN. INT. DIM. (TYP.) INV'S EL. 17.2TEST HOLE SEPTIC TANK: 440 GPD (2) = 880 *21 2' ENDS SIDES 18.03' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2� SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANKS 1500 GAL H-10 TEE ° ° ®®®® �M�� , 00O® ;000D0000° 310 CMR 15.000 (TITLE 5.) o 20.85 " SEPTIC TANK 20.60 ` o 0 0 0 ° ° ° ° M000aol71MF �o®�ooaoo®a 'o.o�o�o� LEACHING: 4 UQ• LEVEL GAS BAFFLE ' �00000goo^oa, WATERT!FST 'BOX o >g0000000 0 0 0 o o a r� o a °o°o°o°g 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Locus UTILITY POLE a �- FOR LEVELNESS ni > o 0 0 0 ®®�®�®0���0 ®®®®®��®®® '°°°°°°°° BE USED FOR LOT LINE STAKING OR ANY OTHER �C ACME OR EQUAL °o°o°o°o ®�®®®®���0� 00��0M M M0M0 .00°o°o°o FIRE HYDRANT SIDES: 2(33.5 + 12.83) 2 (.74) = 137 GPD 17.47' 17.30' °°°°°°°° ° ° ° ° 15.2° PURPOSE. ' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING BOTTOM 33.5 x 12.83 (.74) = 318 GPD •oiioaaooaoaoaoaoaoaoaoaoaoaoaaaoaoaoaoaoaoaoco ,Joao°o°ono°a�o�o,o°o°oa00000(,ono°o°on0000000. " H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. ALL A 1-1/2 DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Nantucket TOTAL: _ 615 S.F. 455 GPD ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.50' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [21) a PERMISSION OBTAINED FROM BOARD OF HEALTH. Sound *THE INSTALLER SHALL VERIFY THE USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) co 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4 STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP 9.0' BOTTOM TH-2 PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY ( 2•5% SLOPE) ( 6 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND SCALE 1"=2000't PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA APPROVED DATE BOARD OF HEALTH FOUNDATION— 14' SEPTIC TANK 52' D' BOX 12' LEACHING REMOVED ' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 19 PARCEL 4-2 FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS BENCHMARK: �/ / SHOWN ON COMMUNITY PANEL #25001CO752J TAG BOLT 371 / / ��- DATED 7/16/2014 HYDRANT =31.9' / ZS / /// tiY° ZONING SUMMARY 26 ZONING DISTRICT: RF DISTRICT MIN. LOT SIZE 87,120 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' ,� 2� MIN. SIDE SETBACK 15' �N 0] CID✓ TEST HOLE LOGS MIN. REAR SETBACK 15' / �O ; MAX. BUILDING HEIGHT 30, �O / ao ENGINEER: CRAIG J. FERRARI, SE #13871 SITE IS LOCATED WITHIN THE RESOURCE DONALD DESMARAIS RS PROTECTION OVERLAY DISTRICT CQ WITNESS: / / w U2 co / 6 12 2017 SITE IS LOCATED WITHIN THE AQUIFER / 4 z DATE: / / PROTECTION OVERLAY DISTRICT TH1 PERC. RATE _ < 2 MIN INCH SITE IS LOCATED WITHIN ESTUARINE WATERSHEDS TH3 CLASS I SOILS P# 15370 FOR POPPONESSET BAY, THREE BAYS, RUSHY U ROPOS D TH2 MARSH, AND CENTERVILLE RIVER AVED RIVE ELEV. z ELEV. 3 ELEV. 4 ELEV. O» 4 21' Op, 4 20' O» 4 20' 0" Q 20' ROPOSED O/E O/E O/E O/E / D ELLING LS LS LS LS TO — 32.5 14" 10YR 4/2 12" 1OYR 4/2 14" I0YR 4/2 12" 1OYR 4/2 5 10 GARAG \ ,�ti a sz. SLAB = 2.0 p LS LS LS LS g �G� \\ 24„ 10YR 4/6 19' 1OYR 4/6 36„ 10YR 4/6 17' 10YR 4/6 30 17.5 28 17.7' \ �\ to \ // ,�� . C C C C PERC PERC \ °° MS MS MS MS ,CV, o p - � N 10YR 6/6 10YR 6/6 10YR 6/6 10YR 6/6 N 6, N 132 10' 132 1 1 91 120 10 120 10 o � • tX `��'� �� NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED TITLE OF 0 A Ill � LOT o #4 6�0)" P E S S E T`l� RAU " 71 'IT 4 ,773 S.F UU U MA 1 .0 C. �'� �6 PREPARED FOR "F-j"ETER VOLLMER Q3 N N DATE: JULY 6, 2018 N J Scale: 1"= 20' 0 '10 20 30 40 50 FEET ��y(N OF fvigSg9C 1111 \�OF&',I 4�d�- DANIEL hG +�p� Sqc � AOFPj \\n� A. �. DANIEL �G P�(NOFMgSS S .� cP f.� C3:IAl_A { 4 o� c�N off 508-362-4541 A � ti o DANIEL A. DAf�IELA. OJALA I No.40980 , OJALA _� OJALA fax 508-362-9880 �o � , ivc.40980� CIVIL CIVIL downcope.com F�SS\O �S> T No.46502 `gv0SURV � , Sep oQ ;�� ��'o. 4650Q �`� °�����sTER�<,�j;` do wn cape engirreering Inc. \� Tess ONAL E�G� �SSIOPIAL civil engineers land surveyors v 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 BICE # 18- >80 18-180 VOLLMtR.DWG