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HomeMy WebLinkAbout0171 WHISTLEBERRY DRIVE - Health 171 WHISTLEBLRRYW °w�; �t MARSTONS MILLS TOWN OF BARNSTABLE L LOCATION 7< 4 1A�4-1� 11�-etx lid< SEWAGE # ?C2V Z5` VILLAGE IOVM922 0�- Zl1_5 //ASSESSOR'S MAP & LOT� 0�/d INSTALLER'S NAME&PHONE NO. -7 7W L�y WP SEPTIC TANK CAPACITY l �® LEACHING FACILITY: (type) r-i Q\h - S6,j to.k 40 Qect size) /1, A `O NO.OF BEDROOMS , BUILDERC> O // °m PERMITDATE: Mzlil,�949 COMPLIANCE DATE: ©c.� 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 s on site or within 200 feet of leaching facility) Feet _ Edge of Wetland and Leaching Facility(If any wetlands exist .within 30)feet of leaching facility) Feet Furnished by A Venj r A � y -�= 30 TOWN OF BARNSTABLE LOCATION / �� A-41 JI'k- ��'f' � 4, SEWAGE # 2 Z✓—1 VILLAGE �''ll1'� 7"��75 �`�tt�/ S ASSESSOR'S MAP & LOT�d j INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY i LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OjWNE // f PERMITDATE: � ZilGL� I COMPLIANCE DATE: D� Separation Distance Between the: i 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 s J cyl ti Icy G M ,ry r! a i t`4 Cn k rn l ^" `' too i ✓�., No. ���� d Gi.�/ v, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01vofication for'Migogar *pztem Construction Permit Application for a Permit to Construct(Repair( )Upgrade( )Abandon( ) L omplete System D Individual Components Location Address or Lot No. �/}�J$ � ��6R / Owner's Name,Address and Tel.No. Assessor's Map/Parcel �,,� it�usS Prtc-� Sc8 -3��.- t{Df � �'3 9' 3 3o 4ioxwoeel Or, 1'har��r Mit15 D�(o�{� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. y�Nac�� MA954W 5 KLkA`S r 046gF, r77 - ,(9 yo A T_n d"`r"6 P-A M A its btjS /4 ILL S Type of Building: �/�S�S� � Dwelling No.of Bedrooms 7� Lot Size , sq. ft. Garbage Grinder M Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow " .330 gallons per day. Calculated daily flow z/73 gallons. Plan Date _3© C) Number of sheets Revision Date 17-Q b Title 5 j Iff+Sro 4- A! Size of Septic Tank I"' Soo Type of S.A.S. LICl 1GX-j® Y Description of Soil S P- !v 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 It `✓ Signed �r�e fi ate Application Approve Date Y Application Disapproved for the following reasons Permit No. f Date Issued _107 26- � N � `�' Fee,,XW774 [.. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEs MASSACHUSETTS 01pprication for ligpogar *pgtem Construction Permit Application for a Permit to Construct(VRepair( )Upgrade( )Abandon( ) L-Complete System ❑Individual Components i Location Address or Lot No. ' ! �(//�1_r4 E/ 691K Y Owner's Name,Address and Tel.No. !I°r�� Assessor's Map/Parcel 3 r 30 4oxwood Or, Acrslon Mt1a.5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r9 N lCec S ut u o. C'C^A w G.j"o9 N� �$ yy0�3 Thcl <r.�R�I t of(, S 1`1 r[.L S a TType.of Building: , Dwelling No.of Bedrooms Lot Size sa5 sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow r'=' 5 3 o gallons per day. Calculated daily flow 417 3 gallons.' + Plan Date `3� —0 o Number of sheets_ 3 Revision Date 1-17-a 0 Title S ��c + 5, i�L A! Size of Septic Tank 5 00 Type of S.A.S. F)C/ _ M X�9O Y o S Description of Soil: Set 1,4 /v - f✓/c ZOL C7 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 lace the systtem in operation until a Certifi- � cate of Compliance has been issued by this Board of It � ' Signed `I[!/���i Date Application Approved�by. ' Date .� . Application Disapproved for the following reasons Permit No. Date Issued_ f - 4_ i 4 e 1 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS Z'BAR14STABLE, MASSACHUSETTS Certificate of (Compliance � `F THIS IS TO CERTIFY, that he On-site Swage D's osal System Constructed(�epaired( )Upgiad`ed'( ) Abandoned( )by that / �$ at R Q I V has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permiv '' dated V-w 17 Installer Designer YL tY S ry P uv!Sty The issuance of this permit sha not b construed as a guarantee that the sy em�u±�ill`functio es designed Date Inspector �V No. P-OI `--- _ _ — ._ ._i� ._ Fee, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Disposal *pgtem Construction Permit Permission is hereby granted to Construct(L.-I Repair( )Up!grade( )Abandon( ) System located at WNW S 7'L G�13��R�/ )k►v,57 f. 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 m st be coinpleted within three years of the date of thi 'e t. i Date: 1A (_./ Approved by --- MARSTONS MILLS A. vy BENCHMARK r, ; �F,�. TOP OF CA TCH BASIN ELEV. =100. 0'(ASSUMED) ���,;jf rr� + , y� MYSTIC kvtrY UTILITY C B HYDRANT LAKE ❑ DRIVEol R LOCUS wv 65. 00 0 0 � \ 1 1 o 1 o c.B. N23° 00 W I 1 n o a I I hEASEMENT I h 4 ��5 LOCUS MAP I 1 a cp L I ti PLAN REF 349/55 I 1 A.M. 62/11 RES. ZONE.' "RF" 1 0 ( rPez � �a2 WATER PROTECTION ZONE. "GP" y p . LEGEND I. ► �, i AREA= 44,525+ F. i '4'�'c\`� ,�� EXISTING CONTOURS __ -101 A.M. 63/93 d `�> PROPOSED CONTOURS 1 50.0 d y 5 �'3 0`�- ��\ o SILTA TION FENCE b I � 2"` 5,0 ` SITS' AND SEPTIC PLAN rz 1 I ,.� 1 ' PROP g.5 3 BEDROOM CRANBERRY c, ` o � 6.5' ,� 7YJP OF FND.EL = 101.0 s ue �- 0, � PROJECT L OCA T/ON 0 BOG o \�� `j x.5 oZo s o- fi r, 171 WHISTLEBERRY DRIVE o w o 1 0 0 MARSTONS MILLS, MA. N o s +v A.M. 45/17 n �� r�9� . o Oo 0. a, APPL/CANT.- \L BUSS PRICE EL- 82 00 ,I,• ��6- p�, cam, 1 0 GE (TOP OF BOG) \ .0 5�' 5. pVE YANKEE SUR VE Y CONSUL TAN TS 16.o' P. O. BOX 265 TOP OF WATER UNIT 5, 40B INDUSTRY ROAD EL=81.46' MA(1z/3o/98) �'' S14 Al i RS TONS M/L L S, MA. 02648 ¢717 ~ ~ PH.(508)428-0055 - FA X(508)420-5553 All I 2,z9 95, i I I I A.M. 62/13 - .SCA L E.• 1"=30' IDA TE. 3/30/00 TOP OF WATER EL=80.45' REV' 4/3/00 (ROOMS REV. 4117100 (11119198) FHOVSE A.M. 62/12 JOB NO. 52317Z SHEET 1 OF 3 LL. 101.0' TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC 2"LA YER OF MIN. PITCH 1/8 PER FT. CONCRETE CO V 1/8"-1/2" o WASHED STONE is 6 6' / / .� / / EL =94.0' EL=104.0' 4" CAST IRON PIPE pO �Q MINIMUM CLEAN SPER AND MtN. PIPE PITCH 1/16" PER FT= 0.00 MIN. FLOW LINE EL=91.0' INVERT 1 10" 14" — 92 25 MtN. EL.— _ INVERT LEVEL o m o o ° ° o o °o -,20'� 0 0 0 ° 00 0 00 0 0 , 00 00 00 ° ° ° BAFFLE _ 9175' 6" SUMP oo ° °, 00 ° 06 00° ° 000 ° � ° INVERT EL.—___ INVERT INVERT o 0 0 0 o $ o EL.= 92.0' EL. = 91.25' EL.= 91.0"_ o o .o e ° o o =9_0.0 (TO BE PLACED ON FIRM BASE) DISTRIBUTION INVERT MECHANICALLY COMPACTED OR 6" OF STONE BOX EL.= 90.5 1 f'j x 40, 150' 1500 __GALLONS TO BE WATER TESTED FIELD FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET 5' O VERDIG N qj PLACE ON 6 STONE PROFILE � 0 F 3/4" 71p 1-1/2" SOIL ABSORPTION DOUBLE WASHED S710NE SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM TEST PIT• NO OBSERVED WATER TABLE (12115198) ELEV._82. 75 NOT TO SCALE TOP OF CRANBERRY BOG 82.0 OBSERVATION HOLE I ELEV.= 93.2_5 CRANBERRY BOG DITCH WATER(12/30/98) ELEV 81.46 PERCOLATION RATE _<_z_ t!IIN./ INCH A T _54"_ INCHES OBSER VA TION HOLE 2 ELEV.= 95.0' DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORZ. TEXTURE COLOR MOTT. OTHER 0„-3» O O 3' 0 3"-8" A SANDY LOAM 10YR412 3"-8" A SANDY LOAM 10YR412 8"—42" B LOAMY SAND 10 YR516 8"—48'160" B LOAMY SAND 10 YR516 GENERAL NOTES AND SILT AND SILT 42"-126" Cl MEDIUM SAND 10 YR714 PERC 48'160"-132' Cl MEDIUM SAND 10 YR714 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _&lRLV L4RLE____ RULES AND NO WATER NO WATER REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 12115198 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: JERKY DUNNING WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE P )�( 9345 DESIGN CALCULA TIONS.- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 3 BE MORTERED IN PLACE. 16'x 40'x 0.50' GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH FIELD FORMATION TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110__GAL/BR./DAY x _3__ BR.) 330 GAL/DA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5' OVERDIG (26' PPROh'. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR TO "CI" HORIZON AT AP IS TO CALL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS 42" TO 60" TO MEDIUM SAND SOIL CLASSIFICA TION . . . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS OVERDIG TO BE INSPECTED BY EFFLUENT LOADING RATE . . . . . . . 74 GAL/DAY/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. HEATH DEPARTMENT PRIOR TO LEACHING CAPACITY (AREA X RATE) 473 GAL/DAY 8) PARCEL IS IN FLOOD ZONE __"C" . BACK—FILLING WITH CLEAN MED. SAND RESERVE LEACHING CAPACITY . . . 473 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP __63 AS PARCEL _ 93 ___. (40xl6x. 74) SHEET 2 OF 3 JOB NUMBER—__52317Z____ TOP OF FWD. = 101 t� S BASEMENT SLAB = 93.2 GRADE AT WALKOUT = 92.7 y CONCRET PATIO = 92.7 N GARDE AT WORK LIMIT = 86 g.4� -11.69 TOP OF MD. OF PATI w POOL TOP OF BOG EL = 62 DATUM ELEV 82 ti °+°° 1+00 2f00 PROFILE FOR RUSS PRICE ,S'E3- �3510 - � � - a \ i p tWV 65.00' - r C.D N23' 00"W 1 I n c ? \ 11 ),WEA(ENT 1 ( ,pAL ,� �y� 9 PROJECT L OCA TION AREA= 44,$25f .F. ��`�� �� 171 WHISTLEBERRY DRIVE \ i i A.M. 6 /93 l�o \ �` 1 MARS7I9NS MILL, MA. L fi 1 ,50.0 p n,5' �o\ \� I � I 1•° �p ` APPLICAN ' 5" 1 I 1 \ o- a T. I �d °r PAlIOP. fi \�n \\ I e5 � p 6. CRANBERRY o cn ` o ,� p oFF�va� to PROFILE FOR RUSS PRICE +, o \\ y n 00$iN y f SE3-3510 BOG o \ 'XS'QL q o2 of o ••N \\ s YANKEE SUR I/EY CONSUL TAN TS AL A.M. 45/17 P. O. BOX 265 L, z UNIT 1, 40B INDUSTRY ROAD y �. tl N , c* EL= eoo !R�y`soo, MARSTONS MILLS, MA. 02648 (MP OF BOG) \ ��\ � F � O � \A s ° PH. (508)428-0055 — FAX(508)420-5553 . _ mp 1 16.0_ - 7VP OF WATER �_ (2/3o%se) 00 SI — _ ` SCALE.' SCALE 1"=40' DA TE' 4117/00 4717'E �� ti o 0 0 AL PIT FOR POOL I 229 95' i [REv- 6DRAIN 6" HIGH"DIA WITH A.M. 62/13 7VP OF FAT R 3' GRA VEL PEO NO. 52317Z SHEET 3 OF 3 EL=80.45' HOUSE