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HomeMy WebLinkAbout0055 LAKEVIEW DRIVE - Health 55 LAKEVIEW DRIVE Centerville A=214-038-X05 J r - t No. Fee THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - 'TOWN OF BARNSTABLE, MASSACHUSETTS 9pphLation for .IDisposal *pstrm Construction joermit Application for a Permit to Construct(V Repair( I Upgrade( ) Abandon( ) Pcomplete System El Individual Components Location Address or LotNo.,55' &*2.U(W�(sn �� Owggr's`me, ddress, d Tel. o. Assessor's Map/Parcel a p16 ® -1 IStall e ' Name,Address,and Tel-,No.. C06g D igner's NameMdress, d Te o. T Type of Bni' inty; Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building �1&-5-c4 n c.Q, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) r�r gpd Design flow provided lucgpd Plan Date , (7 ��-i-T —Number of sheets ` Revision Date -absidix Title Size of Septic Tank Is O® �1,L 1 Type of S.A.S. �r6.1- Chcvw(,.c13 14/O Description of Soil 5� tc„� 1-4 f K7 Q oX a 14. 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. Si ed Date l 1Z h ei Application Approved by Date I 7® Application Disapproved by Date for the following reasons Permit No. 010 Ill — Oil Date Issued 1 1----z, No.�OQ01 -" 011 i Fee THE COMMON•'NEALTH OF'MASSACHUSETTS Entered in corn uteri ` Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS , ,7plication for Bisposal 6pstetn Construction 3permit Application for a Permit to Construct(V Repair( ) 'Upgrade( ) Abandon(' ) [f tomplete System ❑Individual Components Location Address or Lot No.55 Lck u1C/ 'D(�(� IG `i��l Owner's Name,Address,and Tel.No; Assessor's Map/Parcel � ,' f �y Installer's Name Address and Tel.No. l Designer's Name Address and Tel.No. /�t . S UE-4�' -r r 4 , Vn Type of Building:, j,1 - DwellinF--No.of Bedrooms 1.y Lot Size sq.ft. Garbage Grinder l� Other Type of Building Q� n�=4 �����No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided s / gpd Plan Date k r) 1 A d Number of sheets ` Revision Date Title J Size of S�ptic Tank c /S-0 a Type of S.A.S. }0 C f L ! Description of Soil b Q4 G 2,X 1 , ! , , ,f 114 a Nature of Repairs or Alterations(Answer when applicable) Date last inspected: /t Agreement: X 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. Si ed ;' Date Application Approved by Date. • Application Disapproved by Date for the following reasons r Permit No. ?A 1 q _ 01 t Date Issued I ks 1 In --------------------------------------------------------------------------------------------------------------------------------------- -THE COMMONWEALTH OF MASSACHUSETTS •-BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed V) Repaired( ) Upgraded( ) Abandoned( )by ',Sic)4 ._ L� �r(in at �Gj s C`l,(l_P i °1 r , { t (r, r ( h I' `has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No dated Installer ,Q + i 1'a(l Designer #bedrooms U v Approved design flower(� ,. tt� gpd v. �•* t The issuance of this permit shall:ito,be construed as a guarantee that the system wkl'funct`io signed. Date Inspector r ------ ---- --- ---- -- - --- - -- ----- ---- ---- --- ---- ---- ----------- ---- ---- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3permit Permission is hereby granted to Construct( Repair(s ) Upgrade( ) Abandon( ) System located at �� 4 Y � 1C,a,rN s�t���•.(' 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 1 1 3/7 n 1 U Approved by Town of Barnstable .mot Regulatory services Richard V. Seali,Interim Director * 1AMSTABLB; °. MAS& Public Health Division 039. A Thomas McKean,,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax:508-790-6304 Installer& Designer Certification Form Date: 6-14-19 Sewage Permit#2019-011 Assessor's Map\Parcel 214-038-X05 Designer: Cane & Islands.Engineering.Inc Installer: Scott Frank Construction Address: 800 Falmouth Rd,Ste 301C Address: 113 Old Yarmouth Road Mashpee,MA 02649 B:yannis,MA 02601 On \ Scott Frank was issued a permit to install a (date (installer) septic system at 55 Lakeview Avenue West Barnstable based on a design drawn by (address)" Cape& Islands Engineering,Inc. dated 10-29-18 (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 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 1'0' lateral relocation of the SAS or any vertical relocation of any component, of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by 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 terms of the IAA approval letters (if applicable) i (fast er's Siga /" ra (Desig er's Signature) {Affix Desi 's,S#azip Here) PLEASE 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 PIMLIC HEALTH DIVISION. THANK YOU. Q:\Septic0esigner Certificationform Rev 8-14-.13.doc ........... .. _.., -...... . ... ................ ......... ._��.-........ .. 2321:66' N>5'00'00"W TO I SHOOTFLYING HILL ROAD Q, 1 O ALL TIE MEASUREMENTS W fY TO COVERS ON RISERS 21, SEPTIC SYSTEM LEACHING FIELD M A-1 =68' B-1 = 13' — 3-500 GALLON CHAMBERS H ' � f W14 STONE ALL AROUND o A-2 = 69' B-2= 20.6' �l o z A-3 = 80.6' B-3=45.6' 6 u co A4 = 85' B-4=45.6' oM0 A-5= 92' B-5= 57' 5 -��U A-6= 99' B.-6 = 67.6 4 I n 1 0 1 O 3 36' LOT 3 2 � w° 68,275 S.F. N 1500 GALLON A SEPTIC TANK 2 B AS-BUILT O a FOUNDATION z TOP OF ch co w FOUNDATION Lu V ELEV:=57.9' a z N Z 0 30 60 411, SCALE'. 1"=30' j ' ' - 88.00 s 8�° 10'48"W r .. _ PROJECT: 55 LAKEVIEW DRIVE DRAWING TITLE: CENTERVILLE, MASSACHUSETTS SEPTIC SYSTEM TIES CAPE & ISLANDS ENGINEERING SHEET NO.: 1 OF 1 DATE: JUNE 20,2019 CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING v�rs ASSESSORS INFORMATION: MAP 214 PARCEL 038-XO6 508.477.7272 PHONE 508.477,9072 FAX rNCORPORAren SUMMERFIELD PARK-800 FALMOUTH ROAD-SUITE 301C-MASHPEE,MA 02649 DRAWN BY: RLR CHECKED BY: RLR. {{{h Own of Barnstable p#_ Deparbaw of Regdato Servi � cn g F Public.He li Divislon Date [ / 200 Main Street.HYmmis kA:02501 Date SCIWAUied d Time .1 Q "t Fee.Pd. �_.. SOR-Slikabi ty Assessment,#or Sewage:pisposar w;wessed sy: . r: ,5 LO=uon Addn= LOCATION&GEM MAL MMRMATION P w l � ,} �pC���,•«e Adder Assesso,'s MagJParce> t, 1 � t L. ./;.a ayL E 45j-a<t orl . t'T 3P iTi►u es Name. ` vBV .GoVT ._ /O RSPAO -..__. cicpbonr 0 ,Sp � 73Udd . Use tr�Ac� � .rrfi slopes tom) °'� s seoar v 'VZ-,-4Z 54ol niMancesfm»: ogat water 8 >c Wet Arco ht Drinking water wcH./.S g _j j Dmmage Way-D_ fl�t�,Q�ft Prop."Y Line_�ft Other ft, SR'ETCEz(Street name,eGen=iwu of lot;c act locations or teat hbtes&perc =Ls;Locate wethurds in unit who 1 l� Y 4) D A� : .i N Lerr' �3 nt} i F.00 4o. Aolisc 46 r 6 � I ZLi —� �Nt 070 Parent matuiat(gentogic)—.SRt�Q Depth to petlmck �� Dopili to'Qroundwatm Stand'mg Water In Hoke: ./Wit Wecptng 13ottl pIt Pbee �':t/ " BstiMMed Seasonal High f3rouudwater O A vATIQN FOR SEASONAL ffiOH WATER TABLE Metluxl used: Depth QWUVW SM14ug in ob%hale" it,: .Deptb 10 wil plottiett: !n. Index Well depth to wocping:frrna sittcof ob&twit: In OtiOlipdwater.AdjUakMetit it ?mpg te".,.r. ihtfex Well level,,"„_ Adj.h C1t11 ;;_ Adj.droundwakdrJJ.eve1.... PEGOIATI014So�, . / 1 1.f DEEP OBSERVATION HOLE LOG Hole Depth ftm Soli Harfmn Soil Cbtar Soli pdw u` Sut)bcc(irt) (USDA) iMinhseli)' MottRrrg (Sumbne.Moves:ao mim spa y J9 Lo 7.s'Y N OBs- w h?d�r�S •� �:� , —tule DEEP'OBSERVATION HO SE LOG Hole# TP-- ,z amp+�m soil Horizon Soil Texture Son caw soil other Surface(in.) (USDA) (Mansell) Moritin$ (Str MMM Scours,Boaiders: — jg �,B . jf s Y f� BEEP OBSERV ATION _N HOLE LUG Hole Depth tram �a Soil Hftiwn sorb Texim Sail Color Solt Other Surface Qn-) (USDA) Mu(- .nseii) Mottling (� .Stoms,l3ouldss: C DEEP OBSERVATION HOLE LOG Hole�# fro Depth m. Soii Horizon Sail'iMhol; Soii.Calar Boll Other Surfnco r�1 (USDA) (Manta) Mottling (Stnrcturt,SA=4 Boulders. Flood In Rate Ma Above S00yM ftaod bond" No____ Yes I wthin50Qice'b=&n No— Yes Within t OQ yet flood baundarq-No z Yes TZ j _.gyp I I „ t - 'aF• _��" �'. -f3 r�+iti.t.S I f y' -. LL V�-,e j ._..I II ' �-- ` ?:: �C.R_Ct?'kdCe��_. _..; E-�'`$ ; i j � __ � t l�'tti,r..... ��:' 'i �.�g�{ ♦a kKu r rill {f t I t � - S .. r�: t�f- H._—...-._ { , 1._,,....�._._._.:...__ r-"---.•..--d---.,-•-.._..... .{q„-j4� �q+l--•.� 2.r.R,.. A �� 1 E 1 L4VI — , , v r i Srtr g �b �.♦ 3l1/ Al 3' NA -- 13 CIO I } LE J .L, h I s, - i !. � F--....'.._.._._,.,.... I- __._... 1+.{.t,t�S 1� S t I=PJ fK,y✓y 6 l---- ) � i � .� � I .� 11 __ .U.WAJ r cRse,. r..t.oier --- w IT ` 6 9. N "^.::""1'"�! y G 1k ,�_Y U,W t o 4 t✓:.y }` `V � 06 1 -- •,mot: (ti �.,- -, IIII _ 111 € f t -St yu tet� C k o L !' • , r �Ir � � - F:•a LYE +� N.' ------------ S __._.� ---a,—� is • � of - A6 " SCHEDULE OF ELEVATIONS 1 590 SEWAGE SYSTEM PROFILE & DETAILS NOTES: SEPTIC SYSTEM NOTES 1 FIRST FLOOR= DWELLING NOT TO SCALE 1. RISERS AND COVERS TO WITHIN 6"OF FINISH GRADE. 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE 2. H-10 SEPTIC TANK,D-BOX AND CHAMBERS AND SCHEDULE 40 PVC PIPE THROUGHOUT. ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF 2 TOP OF FOUNDATION= 2 TO BE DETERINED 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL HEALTH. 7 3 PIPE INV.AT FOUNDATION= MUNICIPALITY IN WHICH THE WORK IS BEING PERFORMED. IL 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN 4 INV.OF PIPE AT SEPTIC TANK INLET= _ PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. 14 55.0 RISER AND COVER SET TO WITHIN 12 54.5-55.0 5 INV.OF PIPE AT SEPTIC TANK OUTLET= 13 54.7 6"OF FINISHED GRADE. COVER 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE 6 INV.OF PIPE AT D-BOX INLET= 16 56.0 TO SERVE AS INSPECTION PORT 11 52.5 BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE �._. • 4 52.67 RELATED WORK. i r 7 INV.OF PIPE AT D-BOX OUTLET= 5 52.42 S=2%MINIMUM FILTER FABRIC 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO ` 0 8 INV.OF PIPE AT LEACHING FIELD INLET= 13152.97 PREVENT EROSION. 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST 9 BOTTOM OF LEACHING FIELD= e \/\/\ \\.\\\\\\\��\\.�\\i\\\i\\\i\\\i\ \/\/\/�/i\ ' 10 TOP OF STONE_ `:�\`:�\:� \ \ \ \ H-10 D-BOX BACK FILL WITH �\�/\ 15'MIN.BREAKOUT GRADE ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 11 FINISHED GRADE OVER LEACHING FACILITY= '• 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. • .' WITH SPEED 9"MIN.36"MAX. �\�\\/\\\/ 12 FINISHED GRADE OVER D-BOX= S=0.02 L=15' LEVELERS&RISER CLEAN MATERIAL / ��/\\�\\� \ 52.5 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND 13 FINISH GRADE OVER SEPTIC TANK= 16 50± \/\ \LOCUS ' ' S=0.01 L=24' S=0.01 L=VARIES � - \\,\\\ ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH; VS : \/� AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL 14 FINISH GRADE AT FOUNDATION= O O ---- .� �\/\\/\ \\ o O © ®® -I I- \i\� CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 15 BOTTOM OF SEPTIC TANK= > _ © ® I� © ©� _ LOCUS MAP NOT TO SCALE - ~ ¢ ® � ®� cn W 16 TOP OF CELLAR FLOOR= SCH.40 PVC TEES v U © 0 © © ©0 > = 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS Lo `� w w ® O Ii� ®� O FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED r` AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS c w PRECAST 500-GALLON CHAMBERS GAS BAFFLE 6 52.18 7 52.00 OF SUCH TEST HOLES. REFER TO NOTE 8 FOR REMOVAL OF UNSUITABLE SOILS IF APPLICABLE 12"MINIMUM 4' ND THE PROPOSED LEACHING OF NATURALLY OCCURRING N 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE INSIDE DIMENSIONS 8 51.67 PERVIOUS MATERIAL EXIST v CONTRACTOR SHALL CONTACT ENGINEER TO ASSESS EXISTING FACILITY THIS AREA MUST BE BACKFIILLELL AREA DIRECTLY UNDER AND 5 FEET OD TO THE ELEVATIONS INDICATED ON PROPOSED SEPTIC TANK AND 6"MIN.SUMP 9 49.67 SOIL MATERIAL PRIOR TO INSTALLATION OF LEACHING SYSTEM. THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, 15 47.92 UNSUITABLE MATERIAL ENCOUNTERED DURING INSTALLATION CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, 1,500 GALLON,H-10 LOADING 6"MIN.CRUSHED STONE BASE BOTTOM OF TEST HOLE TP#1&2 EL.45.7 SHALL BE REMOVED-REFER TO SEPTIC SYSTEM NOTES 7&8 FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS SHALL NOT BE USED.THE FILL MATERIAL SHALL USE(3)500-GALLON CHAMBERS WITH DOUBLE WASHED CRUSHED STONE CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5-310 CMR SECTION 48"AT ENDS AND SIDES AND 34"BETWEEN EACH CHAMBER 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE EFFECTIVE DIMENSIONS: HEIGHT=2.0',LENGTH=39.17',WIDTH=12.83' MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. 9. ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS THAN 0.2 PERCENT MATERIAL FINER NAD 83 DESIGN DATA THAN A NUMBER 200 SIEVE. Z 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR 1. TYPE OF ESTABLISHMENT:4-BEDROOM SINGLE FAMILY RESIDENCE SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 2. SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM=110 x 4=440 GPD INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND m 4. SEPTIC TANK CAPACITY REQUIRED,MINIMUM OF 200%OF DESIGN FLOW OR 1,500 GAL. VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. m 10) O 200%x 440 GALLON=880 GALLON(USE 1,500 GALLON) 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.) Zz O 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 5 MINUTES PER INCH SCHEDULE 40,UNLESS OTHERWISE NOTED. BENCHMARK r j I � O 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM ;U -I O X APPROXIMATE LOCATION OF 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION CATCH BASIN RIM < Z z,z 7. LEACHING AREA REQUIRED:MINIMUM 440 GPD/(0.74 GPD/S.F.,CLASS(SOIL)=595 S.F. (n C EXISTING 16"WATER MAIN INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE ELEVATION=46.70'NAVD88 ►- -I n Ov-I m W EI T m LOT 2 NO PRIVATE WELLS WITHIN 150' A 8. LEACHING SYSTEM PROPOSED:2'HIGH x 12.83'WIDE x 39.17'LONG SYSTEM PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR M r-- : (SERVICE BY TOWN WATER) OF PROPOSED SEPTIC LEACHING PROPOSED WATER SERVICE TO BACKFILLING. ,= m m SYSTEM AND RESERVE AREA CONNECTION TO WATER MAIN BOTTOM AREA PROPOSED=12.83'x 39.17' =502.6 S.F. SIDE AREA PROPOSED=2 x(12.83'+39.17')x 2' =208.0 S.F. 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND /p G) REMOVE AND REPLACE UNSUITABLE SOILS MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS M' \ > , 1,500 GALLON SEPTIC TANK / TOTAL AREA PROPOSED=502.6 S.F.+208 S.F. =710.6 S.F. OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO / WITHIN 5'AROUND LEACHING SYSTEM THE LOCAL BOARD OF HEALTH UPON COMPLETION. ITL \ �y PROPOSED 12.83'W x 39.1 T L x 2'H 9. LEACHING SYSTEM CAPACITY PROPOSED=710.6 S.F.x 0.74 GPD/S.F.=526 GPD _ � `. \ N 5°27' 16"E \ L SOIL ABSORPTION SYSTEM N 5 \ \ \`' 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE 245.3 ' - as ° 00-' 00"W - NITROGEN LOADING LIMITATIONS PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. 5 \ 232.6U NATURAL \ '/ 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR UP o ` ��5�O® Y� ,r. 53.0 VEGETATIO - - 1 N 1. 310 CMR 15.214:NITROGEN LOADING LIMITATIONS THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. 0 N ^ �� \ W. � 6` �f NITROGEN SENSITIVE AREA DESIGN FLOW LIMITED TO NO MORE THAN 440 GALLONS OF DESIGN 6� 1 150'Np pR�VATE yt/�LS M 5 \ , r••••W+�"�- O FLOW PER DAY PER ACRE(1 ACRE=40,000 SQUARE FEET) 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY ° `^�-�- W EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE 2. NITROGEN SENSITIVE AREA=DEP MAPPED ZONE II SEPTIC SYSTEM SHALL BE MAINTAINED. x 56.6 W 6' i 3. LOT SIZE:68,275 S.F. o G �z 137 000 m \ \ cry < 18. ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE \ hry 110. 55.0 W / \ j 4. MAXIMUM UESIGN FLOW=440 GPD x(68,275 S.F. '40.000 S.F.)=751 GPL SLEEVED WITHIN 4"PV',SrIHFnULE 10 PIPE � - V� / ,.� r �� \\ \\ \ �� \ �Q �j 5. PROPOSED SEWAGE SYSTEM DESIGN FLOW=440 GPD 32 56 ^ SCREENE, P C rn ^ W' ) \ \ 0 o 3r 57.o W 5s.5 W w ( PROPOSED WATER SERVICE \\ \\ GW� LOCAL ORDINACE WASTEWATER DISCHARGE 0 16' , 1 \ \ \ J < A Q ` I PROPOSED t , S r \ 1. LOCAL ORDINANCE:§232-5.A.MAXIMUM ALLOWABLE WASTEWATER DISCHARGE = DWELLING °' - - - \\ \ �O MAXIMUM WASTEWATER DISCHARGE ALLOWED=330 GALLONS PER DAY PER ACRES F. FL. EL. -59.0 PROPOSED -° O �, ' / � - - - G 150,NO PRIVATE WELLS - I, \ \ 7 =68,275 S.F.x(330 GPD/43,560 S.F.)=517 GALLONS PER DAY Q PATIO O 0 rn �' a \ \ \ L Q ("n m �, \ 2. PROPOSED WASTEWATER DISCHARGE=440 GALLONS PER DAY ...... ..... GARAGE 0 `� ww T3&�T4 LOT 3 \\ J Z 1 \ UP PROPOSED v, N SLAB 26' LU Cl) 68,275 S.F. 1 \ ��, SOILEVALUATOR'SL - P 1 14 `CA DRIVEWAY o A > A LOG # O8 UP v w EL.=56.0 p w M CO 24' 57.0 56.5 u3 ✓ i - - - -� _� o o ,� ?` C NATURAL \\ ` ;?' \ \ \ \ Depth from surface Soil Texture Soil Color Soil Mottles Other Relative Soil Horizon / in inches (USDA) (Munsel) and Depth Factors � - 0 70' SWALE VEGETATION \ y 143' 4 128' T1&T2 \\ \ o 'F-`-- o 0 _ - - - -\ \ \ DEEP OBSERVATION HOLE TP#1 &TP#2, ELEVATION 56.2 �` 1A Or 56 x58.2 0-6" O \\ \ A SANDY LOAM 7.5 YR 8/4 �q �-S"r9 ��yiH OF590 n 58 \ \ HANDHOLE 6"-42" B LOAMY SAND 7.5 YR 616 0 MATrHEW C. 504.3T N O� RAIR �G m �56.6 5 6 x 58.5 \ c> COSTA r+ `� LIZARD!-RIVERA m $ B° 13' 37° E 42"-126 C MEDIUM SAND 10 YR 8/4 NO 15%GRAVEL, Mb r99R O CIVIL i IP 31N GALV\ \ / COBBLES ,g, �'' v No.46M / PROPOSED DRYWELL / - \ ` N ` DEEP OBSERVATION HOLE TP#3 &TP#4, ELEVATION 55.5 / Opo Fc/sT1��o N N CO PARCEL 2140EL i \ ' 0-8" A SANDY LOAM 7.5 YR 8/4 �F`S'S/ / 2 Z TYPICAL OF 3,SEE DETAIL ���Y /� (VACANT PARCEL) \ , 1 t 1 ONAt F���P�� \ ` ` 8"-41" B LOAMY SAND 7.5 YR 616 p / 1 41"-134 C MEDIUM SAND 10 YR 8/4 NO 15%GRAVEL, CO 4 � �OQ 5� COBBLES a I 1 HYDRANT PERCOLATION RATE_ <2 MINUTES/INCH IN C LAYER NOTICE DEPTH TO GROUNDWATER=NONE ENCOUNTERED,HIGH GROUNDWATER= ESTIMATED AT ELEVATION 34 THIS PLAN MAY NOT BE ADDED TO,DELETED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE& FEET(NAVD88), FROM TOWN OF BARNSTABLE GROUNDWATER CONTOUR MAP ISLANDS ENGINEERING,INC. NO PRIVATE WELLS WITHIN 150' OBSERVATIONS BY:JOHN DOYLE,P.L.S. UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR OF PROPOSED SEPTIC LEACHING WITNESSED BY:DAVID STANTON,R.S. PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS SYSTEM AND RESERVE AREA DATE TESTED:OCTOBER 6,2004 PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING,INC.ALL RIGHTS RESERVED `_aD UP 0 30 60 /100 GENERAL NOTES 12/28/18 REVISE SEPTIC SYSTEM DESIGN FLOW AND LEACHING SYSTEM RLR RLR DATE I DESCRIPTION BY CHK PREPARED FOR: SCALE: 1" = 30' LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON LEGEND THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, PAULO GUALBERTO ■CB - CONCRETE BOUND ROOF LEADER DATUM:NAD 83,UNITS:U.S.SURVEY FEET. P O BOX 7 ■SB - STONE BOUND CENTERVILLE, MA 02632 O RC ROD CAP ZONING DISTRICT:RD-1 AND RF&RESOURCE AND GROUNDWATER PROTECTION OVERLAY DISTRICTS OIP ------- IRON PIPE FOUND PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF NON-HAZARD X BY THE PROJECT: HYDRANT p FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. '� WATER SHUTOFF NDS PRO FLOW-WELL 25001C0561J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. ® CATCH BASIN SQUARE 55 LAKEVIEW DRIVE 3/4"-1-1/2"DOUBLE OVERFLOW PIPE SPLASH PLATE CQD UTILITY POLE WASHED STONE THIS LOT IS LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. CENTERVILLE, MASSACHUSETTS O- GUY POLE FINISH GRADE,VARIES GUY WIRE y THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. ' LIGHT POLE 4"PVC INLET INLET 8"MIN.LOAM COVER WIND EXPOSURE CATEGORY:ZONE B SHEET NO.: 1 OF 1 DATE: OCTOBER 29,2018 SIGN CONIFEROUS TREE LOT COVERAGE: DRAWN BY: JVB, RLR CHECKED BY:MC DECIDUOUS TREE io , ,, PREPARED BY: TREE STUMP • •O LOT AREA=68,275 S.F ® 4"HDPE DRAIN iv SHRUB PIPE,S=1.0% °O: e PROPOSED STRUCTURE:POOL = 576 S.F.(1%PROPOSED STRUCTURES:HOUSE,GARAGE AND PORCHES =2,752S.F.(4%� ; CAPE & ISLANDS ENGINEERING CONIFEROUS SHRUB N PROPOSED POOL PATIO AND DRIVEWAY AREA: =4,596 S.F.(7%) CIVIL ENGINEERING-LAND SURVEYING-ENVIRONMENTAL PERMITTING TREE LINE 6"MINIMUM PROPOSED LOT COVERAGE BY IMPERVIOUS SURFACES: =7,924 S.F. 12% INCORPORATED OHW OVERHEAD WIRES 2 BEDDING STONE SUMMERFIELD PARK STONE WALL PLAN VIEW SECTION VIEW DEED REFERENCE:BOOK 24247 PAGE 1 800 FALMOUTH ROAD SUITE 301C 508.477.7272 PHONE info@CapeEng.com p--Q POST&RAIL FENCE MASHPEE,MA 02649 508.477.9072 FAX www.CapeEng.com STOCKADE FENCE DRY WELL NOTES PLAN REFERENCE: BOOK 600 PAGE 18 va r, r, ,...,_ DRAWING TITLE: x x x PICKETROW DRY WELL DETAIL OWNER: PAULOGUALBERTO SEPTIC SYSTEM DESIGN PLAN xx xx CHAINLINK FENCE A SYSTEM OF GUTTERS, DOWNSPOUTS AND DRY WELLS -NOT TO SCALE- P 0 BOX 7 AREA OF STRUCTURE INCLUDED IN SHALL BE USED TO RECHARGE STORMWATER RUNOFF. CENTERVILLE,MA 02632 (NEW CONSTRUCTION) EXISTING LOT COVERAGE ASSESSORS INFORMATION: MAP 214 PARCEL 038-X06