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Home My WebLink About0094 STONEY POINT ROAD - Health �ytiot ,��2 Stoney Point Dr. , Barnstable 336-090 n o 4 LOCATION � SElTi�AGF - — - VILLAGEL C. J TA_ CAL ASSESSOR'S MAP &c LO:-�• 1NS'I'ALL)_A S NAME&PHONE NO.—.. 1 SEPTIC 'i 2_NK. CAPACITY D- —•— I.EACHU-�3 FACILITY: (type) NO.OF BEDROOMS NA BUILDE-�OR OWNER PERMIT DATE: J.i j, � _OMPLIANCE DATE:_.,•.�� Separati•.:n Distance Between the: c MaximTim Adjusted Groundwater Table and Bottom of Leaching Facility .b Feel" Private Water Supply Well and Leaching Fa-ility (If any wells exist . on site or within 200 feet of leaching facility) Fe Edge oL Wetland and Leaching Facility(If airy wetlands exist ,. within 300 feet of leaching facility) / l Ff.at Fumi:,hed by '' i r � ✓ n. !�� 1�� '1 /�� t � � ��o � �� R � ^ � � .� � � �.C�� 5 \� �./1 ✓ {{�' �f 4 F f) �: No. 3AYLNs1A3LT, Fee THE COMMONWEALTH OF MASSACHUSETTS TOWN OF OARD OF HEALTH Application for Ditpotal *pftem Cow5truction permit Application is hereby made for a Permit to Construct or Repair ❑ an In"ual Sewage Disposal System at Lf 2 STOW-GI PO I MY b n, C umi✓1 AQ L,1Y) /h,9 r 36,46 PA?_CZ 0 Location—Ad ress =G rn�h LL Owner 2�(/� Address ! „ _ Al r lce ` Q �-c-c-ivtzscri:c a Installer Address a DE�n,o2ES= MC.I_'aLj01J ENC�—. B0� ��'63 t�,�. NN1S M.4 w Designer Address Zu' Type of Building Dwelling—No.of Bedrooms Expansion Attic ❑ Garbage Grinder ❑ Other—Type of Building No.of persons Showers Cafeteria ❑ U_ o Other Fixtures w Design Flow yu D gallons per day. Calculated daily flow (,$ gallons. Plan: Date �� q'6_ Number of sheets 6NG Revision Date Title S 11"U S-E1nl,4 CC P[..,d,N Type of System 1'LOW 17 t P F•U S(jj_,5 Trench ❑ Field ❑ Gallery ❑ Tank 1500 &AD L Description of Soil SEA PtrAv,,) Nature of Repairs or Alterations(answer when applicable) Date last inspected AGREEMENT The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provisions of T' 5 the Environmental Code not to place the system in operati until Cam'ii ate of Compliance has been issued by this Board of Heaftth Signed / O � Date Application Approved by ),?— V __._... Date Application Disapproved for the following reasons / Date Permit No. o � Z Date Issued b TC;Nr!q ()F ,,,A1(NSTA_R1.F, LOCATION _��_ SEVI�AGE cr--ASSESSOR'S MAP & LOT, 1NSTALLF��'S NAME&PHONE NO. All t --1'::—:' L e-CL r_ I SEPTIC Ti'..NK CAPACITY CD --•—_- LEACH'k J FACILITY: (type) (six:) NO..OF BEDROOMS BUII,DE't OR OWNER ...— PERMI'TUATE: .�,-OMPLIANCE DATE:_...�� -1 Separati•..n Distance Between the: `+ Maximum Adjusted Groundwater Table and Bottom of Leaching Facility — Feet' Private..NVater Supply Well and Leaching Fa,:ility (If any wells exist on sate or within 200 feet of leaching facility) Fe Edge o'l Wetland and Leaching Facility(If auy wetlands exist within 300 feet of leaching facility) _ L O Fret Fumi:.hed by_—•--- _ _•- { r i � t I 4 `mil a% I S Soh X�Y?-�'`. +,,�:.,�+.^.rt yK"''fi+Tr'fs"r+';wF..+�;{ .,;,.. t:ry s '1,..y,,,+,..�.r�k+-rrxtE'+fmrr*'ka^,rM1^rv,ro-..�..,,.�s.r'y^.,w^>...,,�F$.ra:.g,�-r.. st•1.,..�•,..a,--•r.^-*"F.,Fy"�k�,",,.,�..+e Imo,• 1, r S$!"�..�,,,••@y� ° � t /� ld i No. l ..�. "T� Fee_ �� THE COMMONWEALTH OF MASSACHUSETTS TOWN OFQNZM- OARD OF HEALTH M ` ZippYication for ;Digp.o!6al 16pgtem Con5truction permit Application is hereby made for a Permit to Construct or Repair ❑ an Individual Sewage Disposal System-at (Of I ST �PcIM A c MA MUZ( 1 .0 '2 n �H ► 7 )art,, Cum A � r 36 0 Location—Address oft i w Owner A^' �j Q��"1� Address j . Installer Address CL Q bE(Ym'zcS= McLjEu_api Erb- 6oK W. v)EAQVIT Mks LU % Designer Address Lu Type of Building �l Z Dwelling-No.of Bedrooms `t f Expansion Attic ❑ Garbage Grinder ❑ Other-Type of Building No.of persons Showers Cafeteria ❑ Other Fixtures . I O a._ s Design Flow 14446'gallons per day. Calculated daily flow gallons. Uj Plan: Date -W q Number of sheets It Revision Date Title S 1 TL -El AM 64 Type of System LOW D t~Py Say Trench ❑ Field ❑ Gallery ❑ Tank .1� f SUU (yAl Description of Soil SF-e PIA + . { 'I a r Nature of Repairs or Alterations(answer when applicable) i 001 Date last inspected �+ t AGREEMENT The undersigned agrees to ensure the constructi5p and maintenance of the aforedescnbed on-site sewage disposal system in accordance with the provisions of the Environmental Cod not tglace the system in operati nrtil a Ce if�cate of Compliance has been issued by this �. I Board of He 'Signed Date Application-Approved by Date Application Disapproved for th ollowing reasons "C C� Date Issued l�f = Date Permit No. r , I THE COMMONWEALTH OF MASSACHUSETTS TOWN OF-f� BOARD OF HEALTH Certificate of Compliance T This is to Certify,that the On-S'te Sewag Disposal System installed ❑ or repaired/replaced ❑ on date by a � ,1 . L.C. for at I has been constructed in accordance with the provisions of Title 51114folir the Disposal System Construction Permit No. t dated . The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. Date "� Inspect r No J(Q ` //..�� •.y,.f fi3v ! h.. ..'3,°.fi' C+' .. '.,.lX y......q /�,j'[ar.J^ 1 ... 3A�UuS1"6gLF Fee—] 1� } THE COMMONWEALTH OF MASSACHUSETTS TOWN OF BOARD OF HEALTH Migpofsal *pgtem Congtruction permit i '( Permission is hereby granted to � p' _ to construct 3 -orl'epair 0 an On-site Sewage System located at 2 + t2o v,M U� i 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( bedrooms) ` All construction m st be completed within one year of the date below. Date 2 � Approved by Boar(of Health Revised 3195 I. 0TA.aLL ASSESSORS MAP: 360 oR TH-1 TEST HOLE LOCS # 8763 BAR�ARB PARCEL: 90 5f.2 P NOTES: S: Q'o A HORIZON ELEV I. VERTICAL DATUM:_ ASSUMED FROM QUAD NGV - x o VA CURRENT ZONING: RF 1 LOAMY SAND ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER e NA'r' BUILDING SETBACKS: 15" 1OYR 3/2 50.0 WITNESS: EDWARD BARRY .,_. AVAILABLE. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. F. 30' S: 15' R: 15' B HORIZON DATE: 8-20-96 , LOCUS LOB' SAND 4. ALL PRECAST UNITS TO CONFORM WITH,AASHTO H-10 & H-20 y se" 1OYR 5/8 482 PERCOLATION RATE < 2 MIN IN f LOADING SPECIFICATIONS. � FLOOD ZONE: C Cl HORIZON t" MEDIUM SAND � _ 5. PIPE PITCH _ . 114" PER FOOT, (UNLESS NOTED OTHERWISE). h 102" 2.5Y 6/4 42.7 TH 2 TH 3 48.3 2'51A 6. FIRST OF PIPE OUT OF D-BOX TO BE SET LEVEL. h N A HORIZON ELEV ELEV Cz HORIZON A HORIZON 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE SANDY LO" LOAMY SAND ;USE OF A GARBAGE DISPOSAL. T 6 A 114" 41.7 1 SILTY CLAY IAAH 2" OYR 4/2 47.5 10" fOYR 3/2 502 1 Rp0 Cs HORIZON B HORIZON, B HORIZON B. ALL CONSTRUCTION DETAILS ARE.TO BE IN CONFORMANCE WITH THE MEDIUM SAND 12s- 40•y SANDY Lo.�M LOAMY SAND STATE OF`MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL LOCATION MAP z4" lOYR 5/6 4ss so" fOYR 5/8 485 LOT 2 (43,560 SF) NO GROUNDWATER ENCOUNTERED Cl HORIZON Cl HORIZON HEALTH REGULATIONS. SILTY CLAY LOAM ABED-FINE SAND 9. 'CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR K' BENCHMARK AT PK NAIL 60- 2.5Y 6/3 43B BANDS OF LOAMY TO CONSTRUCTION. ELEVATION ffi 50A SAND & SANDY C2 HORIZON LOAN MEDIUM SAND for 424 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO 50. 84*' 2.5Y 6/6 41.3 EXCEED 3.0. t120" CS HORIZON 38.3 C2 HORIZON 1 50 ,so SILTY CLaT LOAM SILTY CLAY LOAM 11. D BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 50 t 62 126" 37.8 f2O" 41A 229. 73• 51 USGS GROUNDWATER ADJUSTMENT: 1 / I WELL: ArW-247, ZONE: B. ADJUSTMENT. 3.8 SEPTIC' SYSTEM DESI CN `A ' ` \ E.FLOW ESTIMATE. / 4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 GAL/DAY / I 53 SEPTIC TANK; i / r 440 GAL/DAY x 2 DAYS = 880 GAL USE 1500 GALLON SEPTIC TANK PROPOSED LEACHING .AREA: DECK S0, 0. 6 / / DWELLING � � ' . T H-3 ; I USE FLOWDIFFUSORS WITH 4' OF STONE AROUND W T.F. a 52.5 / S.T. �/ SIDES AND 3' AT ENDS (54' x 12' x I' DEEP) ze' 4 B DR OM i 65' 14'YIN DWELLING24' c� ^' SIDE AREA: (54 + 12)2 x i' = 132 (.60) = 79 GAL/DAY N : : . \ BOTTOM AREA: 54' x i2' = 648 SF (.60) 389 GAL/DAY ss' 24' �\ ` � � TOTAL CAPACITY = 468 GAL/DAY PROPOSED DWELLING �dp� GARAGE ` 5 TOWN OIBARNSTABLE DESIGN CALCULATIONS: � � 's�� ti/ BOTTOM AREA: (55' x 13') = 715 SF (.75) = 536 CAL/DAY f �`� TH-1 � � 53 - ` SEPTIC SYSTEM SECTION : 2" PEASTONE COVERS WITHIN 12" OF 52 FINISHED GRADE 052.5 2 3 4 1 1 " _ (ONE INSPECTION COVER 1 " / _ _ _ _ _ ` ` A ; - ' ` . �t `� TOP OF FOUNDATION To BE WITHIN r of GRADE) WASHED STONE * v1 47.8 TH-2 ` t 1 52 ` t ►' ELEV.=_48.6 c 48.91 z 54 49.16 ELEV. . . 48 21 -. •. •. ,t , ELEV. 1500 GAL D-BOX48.68 4 1 1\\48 s. z 49.5 SEPTIC TANK 48.85 (6" OF ELEV. 3'-4' 3'-4' (6" OF STONE UNDER OR ELEV. STONE - 54• 5 49 � ' sr ELEV. MECHANICALLY COMPACTED) UNDER) f USE 6 FLOWDIFFUSORS WITH 4' OF .STONE S0 GAS BAFFLE 48.1 AROUND SIDES AND 3' AT ENDS • TEE SIZES: AT OUTLET TEE ELEV. , INLET: 6" UP, 13" DOWN (54 z 12 z i DEEP) (H-20) OUTLET: 6" UP, 14" DOWN ADJUSTED GROUNDWATER ELEV. 42.1 �. SITE AND SEWAGE PLAN KEY: APPROVED BY. DATE: EXISTING CONTOUR: LOCATION PROPOSED CONTOUR: .......:........ ............. �t�3�,.' "Ss EDGE of WETLAND ExISTINc POT ELEVATION: 2s.5 � fl� LOT 2 STONEY POINT ROAD PROPOSED SPOT ELEVATION: 25 T"cw ,�j. tiJOHN TEST HOLE: � � M` �� ¢ � �`�; CUMMAQUI D, MA UTILITY POLE: --C�- k PREPARED FOR: lea. 479 0 l+ 5 va m FENCE LINE: lk REEF REALTY HYDRANT: -C�• � .� ,. � .��,.`; Y RETAINING WALL: DEMAREST-McLELLAN ENGINEERING j ) SCALE: 1" = 30' DATE.• 9 20 9 TREE: 6 24 SCHOOL STREET P.O. BOX 463 _ , DM # 96-115 D20F2� WEST DENNIS, MASSACHUSETTS 02670 REFERENCE: PLAN BOOK 311 PAGE 70 PHONE & FAX : (508) 398-7710 THOMAS McLELLAN, P.E. JOkN eDEMAREST JR.,<P.L.S.