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HomeMy WebLinkAbout0115 SEVENTH AVENUE (HYANNIS) - Health 11.5 Seventh Ave. Hyannis A = 245 055 o ° - e TOWN OF BARNSTABLE CC' LOCATION //S - 'e SEWAGE #-2Go/- , 16 I VILLAGE T 00/,, ASSESSOR'S MAP & LOT 2 off 575 INSTALLER'S NAME&PHONE NO. �o% 1.��•yi/isJ ya4-S9aG SEPTIC TANK CAPACITY IS-0-0 C�?C LEACHING FACILITY: (type — (size) /O'X s3 xl NO. OF BEDROOMS 7 BUILDER O R C we PERMITDATE: Q•%- 0/ COMPLIANCE DATE: I a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S,S 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 p� within 300 feet of leaching facility) /�ODrsX /O Feet Furnished by ZwV 6©i C���tin�.•� CIS a C% w 1� Ya., A Cl O O Q I I I � 0 *� ., No. ^�`._` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0(pplication for Migooal *pgtem Conotructiun 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 `i�� S, 1/day fk AV t3 Installer's Name,Address,and Tel.No. Designer's Name,Address andTel.No. OeIA/70 Type of Building: Dwelling No.of Bedrooms AY Lot Size /d V,`' sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date .J7 -/5 g /` &07 Number of sheets Z Revision Date Title "% Gd �ZAJO ,& !4/ Size of Septic Tank Graf Type of S.A.S. 7 Description of Soil L S—V a ev I` Nature of Repairs or Alterations(Answer when applicable) bESIUNING ENGINEER MUST SUPERVISE Airrn nr.. "dr33 i,�lu TPl Syc;Tr-NA INNS 11I®T" .a Tr ACCORDANCE TO PLAN. 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 Certifi- cate of Compliance has been issued by this Board of Healt Signed j Date .2-Z:Q-Q/ Application Approved by /� Date Application Disapproved for the following reasons Permit No. Date Issued f• l✓ F ee ', t. .m ,, THE COMMONWEALTH OF MASSACHUSETTS Entere in computer: 1. ,Y Yes ' RUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS tl 0(pplication for Mi!6pozal *p5tem Conotruction Permit Application for a Permit to Construct( wKe I pair( )Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. /,j --1 IG/;F Assessor's Map/Parcel / //.5 S L �' v)' -,S.S� tu• 1+1�� 'ter 15ic�i=�,"F'. �, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. .d(" ✓.L�--.. .�1.�9�-,�✓++ t r / /�! / 9 3 9 r�vvj sa'" Type of Building: _Dwelling No.of Bedrooms ' Lot Size Id, sq:ft.,/ Garbage Grinder( ) Other Type of Building No. of Persons r Showers( ) Cafeteria( ) Other Fixtures Design Flow %'!�' -- gallons per day. Calculated daily,,flow 1x gallons. Plan Date J ,AfI4I .3 /`% Zc✓11? Number of sheets Revision Date Title �i7LJ 1, C.rTJ A0 _ _ r Size of Septic Tank'" 19 <�C^1 Type of S.A.S. .X!�J J �6 I /a,:f Description of Soil s / /1/6 L • /2_-)1 K -;S"/ SA xla�Z 1-0-4-n- 1'> t ✓2 V "5'k/tr Samar 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 Certifi- cate of Compliance has been issued by this Board of Health: — Signed r r Date U` JY Application Approved by lW Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CER�TTT that the On-site Se age Disposal System Constructed( 1,� e�R paired ( ) Upgraded( ) Abandoned( )by �%'l/�� 4 lol-i 6"0 ,5 >`• at / 15- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - dated 3 ZQ Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function s designed. Date 1 a l(F I Inspector r — ---_.-- _ . _—.—.—._---_---.—.--- —.—.--- --.--- No. "� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lwi5poal *potem Conar-u'rtion Permit Permission is hereby gated to Construct( C,r pit )Upgrade( )Abandon( ) System located at f f �"� a.v►and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 Degnit. _ Date: �� �� �� Approved byL - xr. f TOWN OF BARNSTABLE CC- LOCATION //f SEWAGE #-200/- 1�69 VILLAGE 1 ASSESSOR'S MAP & LOT 2'fr— INSTALLER'S NAME&PHONE.NO. -7-S'92 SEPTIC TANK CAPACITY ars, G�! LEACHING FACILITY: (type) Ffow l ro.-1 (size). 161'X f T 9 NO. OF BEDROOMM'S �7 BUILDER O(O NEERRJ600 PERMITDATE: COMPLIANCE DATE: , a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S,Sr 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) 9'0 Feet Furnished by J1,-J Cf'c Eo�<,iyirr. c 0 3 /-/3 i i ,e3- ao - r/Q�rr7avaf wr tel.(508)362-4541 .939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Arne H.Ojala RE.,,P.L.S. December 10, 2001 Daniel A.Ojala,P.L.S. land court Timothy H.Covell,P.L.S. Tom McKean, R.S. C.H.O. surveys Board of Health Town of Barnstable site planning 367 Main Street Hyannis, MA 02601 sewage system RE: #115 Seventh Avenue, West Hyannisport, MA designs DCE Job 999-265 for Martin Coyne inspections Dear Tom: This letter-is to inform your office that Down Cape Engineering has performed inspection permits services at the above referenced site. The soil removal was inspected and found to be satisfactory last Friday.-' The septic system installation was measured and inspected today and was found to be to the correct line and grade specified in,the approved plans. The components were rated H-20 as per plan. , The sewer line from the foundation to6'the septic tank was not yet connected. It was discovered that the plumber installed the'invert 10"too low. I marked the corrected invert above the existing pipe and informed the contractor. The plumbing can easily be raised to meet this mark, and Bortolotti informed me they would make the connection once the plumber raised the pipe:., Based on the above'observations and inspections; I hereby certify that the system has been constructed in substantial accordance with the approved plan and Title 5 regulations. (except as noted above). Please do not hesitate to call with any questions or comments. Sincerely, F 'sq l DANIEL G� Daniel A. 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' --n--- :. 5HE!LD NENBRANE -P , 1 PROVID�IICE AND WATER 11 i „ ----_-___PROTECTION HIN.n3'ATALL RAKES AND ttfll 3t• I = I I 9HEILD N�I,BRANEAT ALL EAVE5.TTP. x i PROTECTION NN IS'COVERp6E EACH 51WE OF ! I I VALL VAyl, TYP . 1 i i ii 1 I b o i 11 1 I � li 1 I I Q C. PITCX 11:12 PITCH n.:Q I I U i 1 1 � F , I/ I , RIDGE ;\ 1 1 i I VENT I i i ; �i i____r___ _%X♦ -�T-___ I i C_ _ I Ili , - \ �`♦ li_________1____-_____I ��' \ l<� l I!__ _J___ I !(mil/�//�/, AID CCE5E I Ir-11 RooP CRICKET '\ I � ! - /q A i I 1 1 i 1 -I✓- I O�SERVATON N 9 T s L______ ____JI_______________ __ I I_ I / CARPET •� f 1 I I I I , , -------------- e ! a.� i I 7• T`� �.� �] Dy i MEC14ANICi1L i x I i ODE EONPMENY, F OOR95 ! 11 I I x 1 1 1 11 11 I II H I I FETER �! 11 OUTDOOR I eBC�CE59 II ]FURNITURE] I 1 g STORAGE, ! PITCH 5:11 �� PITCH S Q '1 I 1 i A.L I I i I I 1 � I I ----- I, --i r- - 11 Delc .mlom . � I - . i I i I �________ J____JI 11 __�1_____I I ! i - II I I I II II 11 ; 11 11 - i ITCH Cc Y3 � I 1 � PITCHY:12 I ) ; —� PITCH 11:Q � PITCH n:12 II I II 1 I I 44h---li I i i I PITCH 0.12 _ ___!____�(PITCH II.uI D - I. I I 1 1 h f _. ' ! M1 PITCH-O�Q 1 =___1 1 PITCX n,Q� 10._L. i L._t. i R-0. !2.-0.; ! � L'-T 1/2' � b'-L• Lit /_p T� � 6 1� I 1 f TT 1 6 � Defer: Lerch 9,21)01 Ptv).et 0010.00 . _ / Seele: AS NOTED ROOF PLAN THIRD FLOOR PLAN D.— PAH/rs SCALE:1/4'-r-Cl SCALE:1/4'-r-O' r � ® 'OQ(R TOP o�aUNDA'nON TEST HOLE LOG AT 15 6 ACH EL. . 7 CRAIGVILLE B ACCESS COVER WITHIN 6" TO FIN. GRADE ACCESS COVER WATERTIGHT) 2 ENGINEER: MICHAEL S. FARIA " DOUBLE WASHED PEASTONE _ E1.14.9't WITHIN 6" TO FIN. GRADE ELi4.5't WITNESS: DONNA MIORANDI M.H.O.A.,RS /_2% SLOPE REQUIRED OVER SYSTEM 14.0 t . MINIMUM .75' OF COVER OVER PRECAST EXCAVATOR: BORTOLOTTI CONSTRUCTION, INC. TamLOCUS HYANNISPOR � -- DATE: 11/15/99 GOLF 'CLUB% PROPOSED 1,500 RUN PIPE LEVEL 1 FOR FIRST 2' 2 MIN/INCH 1 4 ' GALLON'SEPTIC PERC. RATE - < H-10 EL.12.0 TANK (H- 20 1 1T • GAS EL11.70' CLASS 1 SOILS Pit 9613 7;.: . . BAFFLE EL.11.87' oc�aao pa a i SQUAW _. oFLOW UNE ® o 0" ELEV. 14.0' ISLAND fi' CRUSHED STONE MECHAMCAL ® 3 0 SIDES 18 - NANTUCKET SOUND DEPTH OF FLOW = 4 �_ g 1.5 COMPACTION. (15.221 [2]) oo ® ® ® 2.5 0 ENDSo 1 12" FILL REQUIRED' TEE SIZES:OUTLET DEPTH s tINLET DEPTH = 0" MIN.. BELOW BELOW THE OWF LINE LOW LINE 6 - PRECAST FLOWDIFFUSORS A LOCATION MAP " : H-20 LOAMY SAND OC SCALE 1 2,000 ( . SLOPE) (� SLOPE) ( SLOPE) 3/4" TO 1 1/2" DOUBLE-WASHED STONE B ASSES50RS.MAP 245 PARCEL 55 FOUNDATION 22,' SEPTIC TANK 30' D' BOX 26' LEACHING FACILITY LOAMY SAND 10YR. 5 8 AQUIFER PROTECTION ZONE 5.5 36" / ELEV. 11.0 ZONING DISTRICT: RB 8. C1 YARD SETBACKS: SANDY LOAM FRONT = 20' 1OYR. 5/6 SIDE = 10' ADJUSMD WA TABLES. ' 54^ SEE SOIL LOG REAR - 10' ELEV. 8.5' 66" PLAN REF. - BK. 34 PG. 23 C2 FLOOD ZONE: A10 (EL. 11.0' ) . B & C PANEL 3 250001 0008 D BOTTOM1 ^ FINE SAND MOTTLING SEE SOIL LOG 126 t CONCENTRATION 7.5YR. 6/8 2.5YR. 7/4 y WELL DATA: C!LQ]Ec ^ OBSERVED WATER ELEV. 2.5' WELL: MIW-29 DRY WELLS REQUIRED PROPOSED » ZONE: A FOR ROOF RUN OFF SO/L ABFpRF770At SYS'TFM (S.A.S.J (MIN. DISTANCE FROM DRY 144 ADJUSTMENT: 2.5' S/X 4 X -O fZ OWDr� 7/SORS (H-20J WELL TO LEACHING 25') PROP CRAWLSPACE WrH .3' OF S70AZ'ALONG TH£S/D£S, AREA WITH SLAB ?5' OF STONE A r NE'ENOS FLOOR AT EL. 12.0 PROPOSED WORK LIMIT PROP DWELLING (FULL FNDN WEST OF STAKED HAYBALES (DARKER OUTLINE) THIS CRAWL.) / /..1, • SEPTIC DESIGN: /SILTFENCE 8.7 `' /� 13 9 NOTES: 14$ NOT I 5 2 I r ; � ; , V 1a E,1'/Sr �Y+;SE' 71P£ES (rYPJ DESIGN FLOW: 4 BEDROOMS ( 110 GPD) = 440 GPD 2.7 i I ( ' p ' N \ I 1. DATUM IS N.G.V.D. 1 J CA *- 11.0 145f 1 �..1� USE A 440 GPD DESIGN FLOW ! �., I o ,, 2 MUNICIPAL WATER IS `AVAILABLE t r I ,,... 14.9 SEPTIC 7AN.: I' I ( 440 GPD 2 _ 880 14, ` 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOL 3 1:9 1 •8 1 L USE A 1500 GALLON SEPTIC TANK 4. DESIGN LOADING FOR D-BOX TO BE AASHO H- 10, 11 r ► �.3 I I �; 1 L . 114.2 -� LEACHING: FLOW DIFFUSERS AND SEPTIC TANK TO BE H-20. r71 2.5 I\ \ I 1 t 3 5 I 1 i 15. AA 440/.75 586 SF 5. PIPE JOINTS TO BE MADE WATERTIGHT. �\ 1\ �0.0! 71 -0-91t7 6�rvi 5.0 4%I13. BOTTOM: (10 + 1) x (53 + 1) 594 S.F. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. O \ 1ICY Imo') 1 + . 12.8 - ' I I OD " TOTAL, 594 S.F. 445 GPD ✓ ENVIRONMENTAL CODE TITLE V. p F 2 I f' f 1`1 ( 1 I O I 1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 42.1 I 1 I I 1 PROP. TOP d I "�' USED FOR LOT LINE STAKING. 5. I ! I V i FNDN .! T 1 1 100.0 I I .-t 110.9 PROP' 156T a 20'1 114.8 S. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. m INNER RIPARIAN ZONE Tt O, I i 11 6; /` �" I I 1 I 1 1 _. DECK'' 1 I L� 5" REMOVAL REQUIRED AROUNp PERIMETER OF IEACH a, 9. COMPONENTS NOT To BE BACKFILLED OR CONCEALED WITHOUT FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE W� -�? c : '� 3' � �a ,,. :_ �� `. ' , „� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ��,► C'1 , Q0 �► � � +a I CLEAN, COARSE 2/MIN. INCH SAND. ENGINEER TO INSPECT T FROM BOARD OF HEALTH. o 218 1 1 1 LOTS 74 1� EXI I AND CERTIFY REMOVAL _ 1 (Qy 1 & 5 .,�:COf i ; I I 1 4.2 1 d 1 10. PUMP do REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. fib I _ 1 101215± S.F ! IPAT. "F ° ' 1 _CO�, wv n \ 800.SF AREA TO BE \ 1 X '(UPLAND �&EA�j \I VEGETATED WITH COASTAL- \ \' \ 1` 1 1613 �1 5 ; i \ 3.9�sd X' ' INDIGENOUS SPECIES " 11.9 CO (HATCHED AREA) Jt ( 10. \ P D RE-ROUTE WATER LINE AND WATER SHUT OFF TO BE 10' 14.5 RIV t)SE 3.5 FROM LEACHING FACILITY 3. d. 14 I S 4% `' W 12.0 DRIy�M1AY 13.5 f 2 14 8.6\\9.. \ 1 11 TI TL E 5 SITE PLAN LEGEND AT \\ \, R� Z�� \\ �\ STAlE1 COASTAL ��� 1\ 115 SEVENTH AVENUE \ \SANX V PROP. RE-ROUTED WATERLINE\ 1\3.0 \ \ TH/S AREA 71�> WI4TD? _9W/T atr VAL k 1 OO PROPOSED CONTOUR IN THE TOWN OF: cr _s C _ EXIST. DWELL \ \ o � �.�9, b) WEST T H YA NNI SP OR T MA (HATCHED AREA) 11.9 -- - 100 --'- EXISTING CONTOUR EXISTING SEPTIC SYSTEM \ 9.6 � (SEE NOTE 10) �) PREPARED FOR: 'TELEPHONE POLE oft 508-362-4541 EXISTING POST LIGHT MARTIN M. �' PA TRICE E. CO YNE fox 508 362-9880 EXISTING CESSPOOL O SCALE: t" 2d DATE: SEPTEMBER 20, 2000 REV. 1130101 (DECK) down came engineering, .inc. REV. 2/14/01 (SAS) - 30 40 10 0 10 20 CIVIL ENGINEERS LAND SURVEYORS -..: OF N Of st. �rmouth, ma 02675 BOARD OF HEALTH o�� MN ylo1` APPROVED DATE MA , R DATE JOB.# 99--265 � �HII LANOS AL E