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HomeMy WebLinkAbout0041 FULLERS MARSH ROAD - Health �/ �uu:�2,S �1'l$is122e� -- --- - - . "bn�- o�c� - cv��- 6�� _ --- No. .f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 01pplitation for -Misposal 6pstem Construction Permit r� Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Qwner's Name,Address,and Tel.No. Assessor's Map/Parcel Q, ,-4 -f q c Installer's Name,Address,and Tel.No. ®� z Designer's Name,Address,and Tel.No.L0 ete%& ` �C.— SC�i^✓'�. �� `i,.�� m ar �y�?aw�e 2 f i Lie .A4 ► ktl Type of Building: M H.%n p DwellingNo.of Bedrooms t { ®f [ �' Lot Size Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 44 gpd Design flow provided ' gpd Plan Date aD`�,y 1�j 1 Number of sheets Revision Date Title 1 Size of Septic Tank VW :A fJ y®u S Y, of S.A.S. Description of Soil -S Cie Nature of Repairs or Alterations(Answer when applicable) 4 x y Sgjo Am Date last inspected: Agreement: W 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 Boar f Health. Signe SDate S Application Approved by L�J\M, Date Application Disapproved by Date for the following reasons Permit No. `z ( ') Date Issued i No. - '- '. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. 11 PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 01ppliratibtl for Misposal *pstem Construrtlon 3pPrmit Application for a Permit to Construct(%, Repair=( ) Upgrade( ) Abandon( ) ®Complete,System ❑Individual Components Location Address or Lot No. 1. 1c-r ft%(3-k ELt Owner's Name,Address,and Tel.No. C�,r St Assessor's Map/Parcel (� , •F p q n� f �' Installer's Name,AAddress,and Tel.No. o!� C;C.,y�( Designer's Name,Address,and Tel.No. (,t n►� iJ�ffi 1 c:e�bS �4[t;t6 ti,n aJ��t `� $�K , (t #`�t ;• btsw ^"` h- Type of Building v 3 p Dwelling No.of Bedrooms { T,_4J,,eLot Size 1 osq ft. Garbage Grinder( ) Other Type of Building No.of Persons) 4 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ^ (} gpd Design flow provided 8 gpd _Plan Date © 4 } ZD2.e a Number of sheets Revision Date Title Size of Septic Tank4 �m a.S.A. Description of Soil Sex � Nature of Repairs or Alterations(Answer when applicable) j/r a,. } C Date last inspected: Agreement: I The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of k Compliance has been issued by this Board pf Health. Signe � Date 4S�.21n�� L4 Application Approved by Y \All C2 � Date f Application Disapproved by Date 1 t for the following reasons 2 v ( `� Date Issued Permit No. j THE COMMONWEALTH OF MASSACHUSETTS 1 BARNSTABLE,MASSACHUSETTS Certifiratr of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired Upgraded ( ") c Abandoned( )by at s( , ,1 [rr- /Y1.s rs 0A C_04-"s r- has been construe led in accordance � Zgated with the provisions f Tit e d the for Disposal System Construction Permit No. Installer "'- Designer Cat _ (k!a l k� Approved design flow �- #bedrooms y�t-ta � gpd r The issuance of this permif shall not be construed as a guarantee that the system w' ctiovs designed Q Z Inspector Date I 11 ems- ( �- No. �' 7 C►7 Fee J THE COMMONWEALTH OF.MASSACHUSETTS: j PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �I�tJDBar �p8tP111 �Dtt$tCUrtIOTC �Prtltl$ '. Permission is hereby granted to Construct( Repair( ) Upgrade( .) Abandon( ) �e System located at ( �. p t, � i i 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. Y Provided:Construction must be completed within three years of the date of this permit. Date Approved by ►rat ; Town of Barnstable Regulatory Services Richard V. Scali,Interim Director M^S Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax:508-790-6304 Installer&Designer Certification Form Date: 1-7-22 Sewage Permit# 2021-207 Assessor's Map\Parcel 006/040 Designer: Cape&Islands Engineering Inc Installer: Joyce Landscaping Address: 800 Falmouth Rd,Ste 301C Address: 68 Flint Street Mashpee,MA 02649 Marstons Mills,MA 02648 On Anthony Ciliberto was issued a permit to install a(date) (installer) septic system at 51 Fullers Marsh Road,Cotuit based on a design drawn by (address) Cape&Islands En ineerinH,Inc. dated 4-20-21 revised 6-8-21 (designer) X 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 10'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 I\A approval letters(if applicable) y ) A-� (Installer's Signature) �I %k 0P Af4$s9 o= NiARpK D yN DIES in CIVIL. ram„ No.45937 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE.RETIMN TO BARNSTARLF PUBLIC HEALTH DIVISION.CERTIFICATF.OF COMPLIANCE.WII,1,NOT HE ISSUED IiNTI1.BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE.BARNSTARLF. PUBLIC HEALTH DIVISION.THANK OII_ Q:\Septic\Designer Certification Form Rev 8-14-13.doc s �« f•3 SCHEDULE OF ELEVATIONS 1 28.66 SEWAGE SYSTEM PROFILE & DETAILS NOTES: SEPTIC SYSTEM NOTES w 4a 445; 1. FURNISH RISERS TO SET COVERS WITHIN 6 INCHES OF FINISH GRADE. 449 DWELLING NOT TO SCALE 2. H-10 SEPTIC TANK AND CHAMBERS AND H-20 DISTRIBUTION BOX(D-BOX),AND SCHEDULE 40 PVC PIPE THROUGHOUT. 1 FIRST FLOOR= 1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STATE t. �9 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH PERMIT FROM THE LOCAL MUNICIPALITY IN ENVIRONMENTAL CODE,TITLE 5(310 CMR 15.00),AND THE LOCAL BOARD OF W'� 2 TOP OF FOUNDATION= WHICH THE WORK IS BEING PERFORMED. HEALTH. � ��\ 3 PIPE INV.AT FOUNDATION= 2. THERE SHALL BE NO CHANGES MADE IN THIS PLAN WITHOUT THE WRITTEN s • 25t ' 4 INV.OF PIPE AT SEPTIC TANK INLET= PERMISSION OF THE ENGINEER AND LOCAL BOARD OF HEALTH. t 'j 5 INV.OF PIPE AT SEPTIC TANK OUTLET= 13 26.9 RISER AND COVER TO BE SET TO 11 26.80 12 2g,g 3. ALL ERRORS,OMISSIONS,AND CHANGE OF CONDITIONS AT THE SITE SHALL BE ;;. WITHIN 6"OF FINISHED GRADE& j` SERVE AS INSPECTION PORT 10 23.80 BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PERFORMING THE 6 INV.OF PIPE AT D-BOX INLET= RELATED WORK. ,"a• ��..; � 14 26.9 5 23.57 4 23.82 7 INV.OF PIPE AT D-BOX OUTLET= :- R1 S=2%MINIMUM FILTER FABRIC 4. ALL DISTURBED AREAS ARE TO BE LOAMED,SEEDED AND MAINTAINED TO 8 INV.OF PIPE AT LEACHING FIELD INLET= .. PREVENT EROSION. ,•.4PIP 9 BOTTOM OF LEACHING FIELD a i / 5. FOR PROPER PERFORMANCE,SEPTIC TANK SHOULD BE INSPECTED AT LEAST 0 r ` 10 TOP OF STONE_ .• _ ��� \ ONCE A YEAR AND WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS FINISHED GRADE OVER LEACHING FACILITY= '• H-20 D-BOX BACK FILL WITH 15'MIN. BREAKOUT GRADE 1/3 THE LIQUID DEPTH OF THE TANK,THE TANK SHOULD BE PUMPED. •" WITH SPEED FIRST 2'SHALL S=0.02 L=64'(EX.HOUSE) 9"MIN.36"MAX. LOCUS 12 FINISHED GRADE OVER D-BOX= S=0.02 L=12'(PROP HOUSE) LEVELERS BE SET LEVEL CLEAN MATERIAL 6. THIS SYSTEM HAS BEEN DESIGNED FROM DATA REVIEWED AND ,.: 13 FINISH GRADE OVER SEPTIC TANK= 16 23t S=0.02 L=6' ACKNOWLEDGED BY THE MASS.D.E.P.AND THE LOCAL BOARD OF HEALTH; Ei~ S=0.01 L=31'MAX AND CONFORMS WITH THE REQUIREMENTS OF THE STATE ENVIRONMENTAL �sl 14 FINISH GRADE AT FOUNDATION= o O O ® ® ®® CODE,TITLE 5.NO GUARANTEE OF PERFORMANCE IS EXPRESSED OR IMPLIED. 15 BOTTOM OF SEPTIC TANK= j O O O O O 0 0 0 0 0 27:42 LOCUS MAP NOT TO SCALE 'v U o 0 0 0 0 Cl)M > = 7. TEST HOLE INFORMATION SHOWN HEREON IS LIMITED TO SOIL CONDITIONS 16 TOP OF CELLAR FLOOR= cN w w O ® O 0 O OO O FOUND AT THAT PARTICULAR TEST HOLE LOCATIONS AND IS NOT CONSIDERED Cl? uL`. o AN IMPLIED OR EXPRESSED WARRANTY OF SOIL CONDITIONS BEYOND LIMITS ROOF LEADER NDS PRO FLOW-WELL® GAS BAFFLES 6 23.45 7 23 28 w PRECAST 500-GALLON CHAMBERS OF SUCH TEST HOLES. 3 25.1 EXISTING HSE SCH.40 PVC TEES 8. ALL ORGANIC AND UNSUITABLE MATERIAL MUST BE REMOVED FROM THE 8 22 97 AREA DIRECTLY UNDER AND 5 FEET BEYOND THE PROPOSED LEACHING OVERFLOW PIPE SPLASH PLATE 3 24.06 PROP.HOUSEL --"" ' " ' FACILITY.THIS AREA MUST BE BACKFILLED TO THE ELEVATIONS INDICATED ON 15 19.24 PROPOSED SEPTIC TANK 1,500 9 20.97 4'OF NATURALLY OCCURRING THESE PLANS WITH SELECT ON-SITE OR IMPORTED SOIL MATERIAL, FINISH GRADE,VARIES GALLON,2-COMPARTMENT H-10 PERVIOUS MATERIAL CONSISTING OF CLEAN GRANULAR SAND OR OTHER GRANULAR MATERIAL, LOADING 6"MIN.CRUSHED STONE BASE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES. INLET 8"MIN.LOAM COVER 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 Fn 36"AT ENDS AND BETWEEN,37"ALONG SIDES EFFECTIVE DIMENSIONS: LENGTH 15.255(3)AND SHALL HAVE PERCOLATION RATE OF BETWEEN TWO AND FIVE "O *EXISTING BUILDING SEWER NOTES =37.5',WIDTH=11.0%HEIGHT=2.0' MINUTES PER INCH,BEFORE AND AFTER PLACEMENT. 4"HDPE DRAIN ••• iv 1 -BUILDING SEWER PIPE INVERT ELEVATION TO BE CONFIRMED PRIOR TO CONSTRUCTION. PIPE,S=1.0% .O: 2-CONTRACTOR SHALL INTERCEPT EXISTING BUILDING SEWER WITH NEW 1,500 GALLON SEPTIC TANK AND INSTALL 4"PVC'T"s IN CONFORMANCE WITH TITLE 5. 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 HYDRANT SPINDLE DESIGN DATA THAN A NUMBER 200 SIEVE. ✓- ELEV=30.01 PROJECT STATISTICS 10. THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO CONSTRUCT OR 6"MINIMUM 2' BEDDING STONE SECTION VIEW 1. TYPE OF ESTABLISHMENT:3-BEDROOM SINGLE FAMILY RESIDENCE+1 BEDROOM EXISTING HOUSE SUPERVISE THE CONSTRUCTION OF THE SYSTEM.THE CONTRACTOR IS 1. EXISTING STRUCTURES(SHED)IN JURISDICTION(100'TO DEP COASTAL BANK)= 150 SF 2 SEWAGE SYSTEM DESIGN FLOW: 110 GALLONS PER BEDROOM=110 x 4=440 GPD RESPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF 3/4"-1-1/2"DOUBLE 2. EXISTING STRUCTURES(SHED)IN 50'TO 100'WETLAND BUFFER= 64 SF INSTALLATION OF THE SYSTEM WITH THE LOCAL BOARD OF HEALTH. WASHED STONE 3. EXISTING CLEARED AREAS(GRASS&SHED)IN 50'TO 100'WETLAND BUFFER= 440 SF 3. NOTE:THIS SEPTIC SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER �O 4. EXISTING STRUCTURES(SHED)SETBACK TO WETLAND= 94 FT 4. SEPTIC TANK CAPACITY REQUIRED, 1ST COMPARTMENT 200%,2ND COMPARTMENT 100% 11. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL HORIZONTAL AND F v 83 5. EXISTING STRUCTURES(SHED)SETBACK TO DEP COASTAL BANK= 56 FT VERTICAL CONTROL OF ALL SYSTEM COMPONENTS. 4"PVC INLET UP WATER � =200%1ST COMPARTMENT x 440 GALLON=880 GALLON-1000 GALLON PROVIDED R 6. WORK AREA IN JURISDICTION(100'TO DEP COASTAL BANK)= 5,200 SF 12. TIGHT JOINT PIPING MATERIAL TO CONSIST OF POLYVINYL CHLORIDE(P.V.C.) O SHUTOFF =100%2ND COMPARTMENT X 440 GALLON=440 GALLON-500 GALLON PROVIDED M,y S 7. PROPOSED CLEARING AREA IN 50'TO 100'WETLAND BUFFER= 46 SF SCHEDULE 40,UNLESS OTHERWISE NOTED. iv I� 1IN ,� S' `�O (3g� G /1 Mq R 8. PROPOSED STRUCTURE IN JURISDICTION(100'TO DEP COASTAL BANK)= 187 SF 5. DESIGN PERCOLATION RATE:ASSIGNED LESS THAN 5 MINUTES PER INCH ''1 9. PROPOSED STRUCTURE IN 50'-100'BUFFER TO WETLAND= 0 SF 13. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER FOR CONSTRUCTION 18°O?ST�� /\ �OF.p O y 10. PROPOSED GRADING IN 50'-100'BUFFER TO WETLAND= 200 SF 6. SOIL ABSORPTION SYSTEM TYPE:CHAMBER SYSTEM INSPECTION AFTER EXCAVATION FOR THE LEACHING BED(PRIOR TO THE 10"o 101F ' �.__._ q T lOHW RBI/ 11. PROPOSED STRUCTURES SETBACK TO DEP COASTAL BANK= 88 FT 7. LEACHING AREA REQUIRED:MINIMUM 440 GPD/(0.74 GPD/S.F.,CLASS ISOIL)=594 S.F. PLACEMENT OF STONE)AND ALSO AFTER PLACEMENT OF PIPE&STONE PRIOR 4j� F� 12. PROPOSED LIMIT OF WORK SETBACK TO WETLAND= 93 FT. TO BACKFILLING. `" GUY WIREl� � 8. LEACHING SYSTEM PROPOSED:37.5'LONG x 11.0'WIDE x 2'HIGH SYSTEM - 13. PROPOSED HOUSE(GARAGE)SETBACK TO WETLAND= 131 FT. \'\ 12" ��^ s• BOTTOM AREA PROPOSED=11'x 37.5' =412.5 S.F. 14. DESIGN ENGINEER SHALL CERTIFY CONSTRUCTION OF SYSTEM AND G MATERIALS INSTALLED.THE CONTRACTOR SHALL PROVIDE A SIEVE ANALYSIS PLAN VIEW \ \GHw SIDE AREA PROPOSED=2 x(1 V+37.5')x 2' =194.0 S.F. 1 OF THE FILL MATERIAL REQUIRED. AN AS-BUILT PLAN SHALL BE SUBMITTED TO 101, 12" OHW RESERVE TOTAL AREA PROPOSED= =606.5 S.F. THE LOCAL BOARD OF HEALTH UPON COMPLETION. DRY WELL DETAIL CONTRACTOR TO RELOCATE w 1 G OHW ARFJ1 9. LEACHING SYSTEM CAPACITY PROPOSED=606.5 S.F.x 0.74 GPD/S.F.=448 GPD EXISTING ACCESSORY BUILDING s Q w 15. NO RUBBER TIRE CONSTRUCTION MACHINERY SHALL DRIVE OVER THE NOTE: -NOT TO SCALE- SEWER OUTLET INV=25.0 „ �z 14" x 12" _ G PROPOSED SEPTIC BED EXCAVATION DURING CONSTRUCTION. R, OHS' B.O.H. SALTWATER ESTUARY REGULATION A SYSTEM OF GUTTERS,DOWN SPOUTS AND DRY WELLS SHALL BE INSTALLED TO 4S6 ;. G ASPHALT ` CBDH RECHARGE ALL ROOF RUNOFF IN AREAS WHERE DRIP APRON IS NOT PROPOSED. EXISTING PATH AND STOOP O , -CONIC o� z c 38' - 16. DIG-SAFE AND ALL OTHER NECESSARY AUTHORITIES SHALL BE NOTIFIED FOR 3 0. �3� DRIVEWAY OHW OUND THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY EXCAVATION. WALK 7 _ 1. LOCAL REGULATION: 360-45 B. 1 MAXIMUM ALLOWABLE DISCHARGE OF SANITARY SEWAGE TO BE REMOVED O 14 METER / � /^ 8 �` � � § ( ) COORDINATE CONNECTION OF MAXIMUM WASTEWATER DISCHARGE ALLOWED=440 GALLONS PER DAY PER 40,000 S.F. 17. WATER SERVICE LINE SHALL BE LOCATED AND MARKED PRIOR TO ANY LEGEND PIT �1 = O 26.9 LEACHING SYSTEM SUP WATER SERVICE TO THE =43,994 S.F.x(440 GPD 140,000 S.F.)= 483 GPD EXCAVATING AND 10'MIN.SETBACK DISTANCE FROM SAID SERVICE TO THE �r a SHRI IR BEDS „ 37.5'X 11.0' PUBLIC WATER MAIN WITH THE 2. PROPOSED WASTEWATER DISCHARGE=440 GALLONS PER DAY SEPTIC SYSTEM SHALL BE MAINTAINED. �� ��� m 1 12 LOCAL WATER DEPARTMENT O CB ----- CONCRETE BOUND � 8" � �,i i 26.6 � 6„ w 18. ALL WATER LINES WITHIN 10'OF SEPTIC SYSTEM COMPONENTS SHALL BE ■SB ---- STONE BOUND O OZ ^�. O RC ---- ROD CAP EXISTIN RENOVATED FOR , SLEEVED WITHIN 4"PVC SCHEDULE 40 PIPE. OOIP ------ IRON PIPE FOUND 10 BUILDING TO BE ' -- --- HYDRANT ," 26.a PROPOSED CONSERVATION NOTES ACCESSORY USE ONLY CONC- o TP 1 6" WATER SERVICE g -- --- WATER SHUTOFF 14" LANDING �„ 2X8" ® ----- -- CATCH BASIN SQUARE P T&RAIL 1l� 8. 4 8" PRIOR TO ANY WORK COMMENCING,THE DEP FILE NUMBER SHALL BE POSTED ON A SIGN ON THE o P L A N T S NICE 26 9 9 0 6" 8„ 1 STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITION THROUGHOUT THE PROJECT. #-PINE - -- CONIFEROUS TREE Z - Z r0-2 #-OAK - --- DECIDUOUS TREE ,., \' THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK,EXCAVATION,CONSTRUCTION OR a; Ln 26.4 0 26.8 BENCHMARK NOTE ---- TEST PIT �o cfl / 26.4 CLEARING OF VEGETATION,IN ORDER TO PREVENT DAMAGE TO THE INTERESTS OF THE ACT AND ? -0, #51 1r�'- 0 �2 ANEW BENCHMARK WILL BYLAW. THE LIMIT OF WORK WILL CONSIST OF A ROW OF STAKED SEDIMENT STOP OR COMPOST ROLL - AREA OF STRUCTURES W '- 26 1 STORY t � �% 26.9 p "4' / BE SET CLOSER TO THE WITH SILT FENCE BACKING. THE SEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE INCLUDED IN LOT COVERAGE _ { STRUCTURE 12"es 26.8 }w, /�` MAINTAINED IN GOOD CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. NO FILL WILL BE <C DEVELOPMENT SITE fT1 FIN. FL. EL. - �. 10" ALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPON COMPLETION OF ALL -G-G- GAS LINE -28.3' C 12" DURING CONSTRUCTION CONSTRUCTION AND STABILIZATION OF THE SITE,SEDIMENT STOP ROLL WILL BE REMOVED AND H Orr -RD ---RD ROOF DRAIN 20:7` -- " _ C -` t [�OF S S - S SANITARY SEWER LINE 2 C ro `� COVERED PROPERLY DISPOSED OF. �'�`� Sf'y r��Y Oti W W WATER LINE STEPS ' PORCH i R G 26.9 1 PRIOR TO ANY WORK COMMENCING,ADVANCE WRITTEN NOTIFICATION WILL BE PROVIDED TO THE O C G O RAUL v, OHW OVERHEAD WIRES LANDING 25.8 LOCAL CONSERVATION COMMISSION. T� � -4 TREE LINE o - STOCKADE rENC l 26.9 �25,P 5�1 -r O CIVIL STONE WALL " ce BULKHEAD ! _. 2 NO DEBRIS,EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY,OUTSIDE THE t'k'' 5 24.5 -C L E Fz ,; - ' CONC AC DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENT AND MATERIALS RELATED TO ___ _• ••_••••=,...a=• ••_• LIMIT OF WORK - - - -o� _ RINSE STATION �U N D E R T L R Y 12" 0„ PAD THE PLANTINGS FOR THE REQUIRED MITIGATION. FSS! E \ POST&RAIL FENCE COVERE A� LOT 58 , 0 26.9 t G STOCKADE FENCE #35 FULLERS MARSH P PORCH 26 9 20 7 8" THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE DEBRIS. �[ -tic',;, 20 EXISTING GRADES ON TOWN WATER 20' CONCRETE RD♦'OSED PROPOSED t • ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING RESTORATION WILL BE STABILIZED TO / ®0 ( ) „25.8 GARAGE 8' O 3-BEDROOM EROSION CONTROL PROPOSED GRADES - - - PATIO Ste_ o WELLING FF�g 8" 8" PREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELY FOLLOWING COMPLETION OF FLOOD ZONE BOUNDARY _ -- _ r -27-� @ EDGE OF SALT MARSH APPROXIMATE LOCATION _2?- - �g'° 10" 0 8" N CONSTRUCTION. OF CESSPOOL o _ � ANY NEW LAWN AREAS WITHIN LOCAL CONSERVATION JURISDICTION SHALL BE PLANTED WITH GRASS ---1W BUFFER-- 100'BUFFER ZONE o \ 8"` - PER CLIENT ; 8`' a) p l SPECIES CONSISTING OF FESCUE AND RYES WITH BLUEGRASS VARIETIES COMPRISING NO MORE ---50'BUFFER-- 50'BUFFER ZONE 25 6 \ -P 1 THAN 10%OF THE SEED MIX. TO BE ABANDONED PER TITLE 5 � � ' � � SHED Ff 80 N 26.0 28.16 BULKHEAD' IF APPLICABLE,FERTILIZER APPLICATION AND LAWN MAINTENANCE TO BE PERFORMED IN ENED .4 1 1 > ,.K ACCORDANCE WITH LOCAL REGULATION NITROGEN LOADING/LAWN STANDARDS. SOIL EVALUATORS LOG (PT#-PERC-21-63) SCRPORCH 10 ?II t _ NOTICE �( ',.� THIS PLAN MAY NOT BE ADDED TO,DELETED FROM,OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE& EXISTING SHED LOT 6 \ / 26.5 14" ISLANDS ENGINEERING,INC. Depth from surface Soil Texture Soil Color Soil Mottles Other Relative (TO REMAIN) 26.0 GENERATOR GENERAL NOTES FSoilorizOn 43,994 S.F. � \ \ O `- PAD UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL(RED)STAMP APPEARS ON THIS PLAN NO PERSON OR in inches (USDA) (Munsell) and Depth Factors __ _ 1 PERSONS,MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN;AND THIS DEEP OBSERVATION HOLE TP#1, ELEVATION 26.9 LOT 61 PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING,INC. EDGEXF CLEAE\tING RINSE M 8„ LOCATIONS ARE BASED ON AN"ON THE GROUND"INSTRUMENT SURVEY AND ELEVATIONS BASED ON 0-4" A SANDY LOAM 7.5 YR 4/4 �, STATION #85 FULLERS MARSH RD THE NAVD 1988 DATUM.COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, COPYRIGHT(C)BY CAPE&ISLANDS ENGINEERING, INC.ALL RIGHTS RESERVED -\___ ��__ \ (ON TOWN WATER) �v-K DATUM: NAD 83,UNITS:U.S.SURVEY FEET. 6/8/21 IDENTIFY 1-BEDROOM EXISTING+3-BEDROOM NEW DWELLING RLR RLR 4"-21" B LOAMY SAND 7.5 YR 5/8 -ti_ - 6� FEMq 20 22 24 V FZ iD NE _ _ _ DATE DESCRIPTION BY CHK 21"-50" C1 MEDIUM SAND 7.5 YR 6/6 NO 30%GRAVEL ° k 2p ` DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNER Fz `a o ROOF RUNOFF PREPARED FOR: _ BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE 50"-130" C2 MEDIUM SAND 10 YR 7/4 NO 5%GRAVEL " \ DRYWELL x(0.2%) ``° W\ I \ ( ) TENTH(0.11)of A FOOT. CHRISTOPHER G. DOOLEY � TYP OF 3 DEEP OBSERVATION HOLE TP#2, ELEVATION 26.5 - - -� THE FINISHED FLOOR ELEVATION(FIN.FL.EL.)SHOWN HEREON IS BASED ON AN ASSUMED 1"LOWER 3 WIGHT LANE 0-6" A SANDY LOAM 7.5 YR 4/4 -�' FER- �' j �� \ THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT o R WESTWOOD, MA 02090 6"-25' B LOAMY SAND 7.5 YR 5/8 rn� �s0 aG - w \\\ • `. PERFORMED. 25"-46" C1 MEDIUM SAND 7.5YR616 NO 30%GRAVEL �� _ ��2\ �� tBUESTONE PROJECT: � \ EROSION CONTROL . TIO ZONING DISTRICT:RF,SALTWATER ESTUARY OVERLAY 46"-126" C2 MEDIUM SAND 10 YR 7/4 NO 5%GRAVEL . o -o _ : \O \ \\�6\ ��� l LIMIT OF WORK LIMIT OF CLEARING �\ � -'` � PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF AE(ELEV 11)AND X(0.2%)BY 51 FULLERS MARSH ROAD DEEP OBSERVATION HOLE TP#3, ELEVATION 25.8 m m o�\ I y ` THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA),ON FLOOD INSURANCE RATE MAP NO. COTUIT, MASSACHUSETTS 25001C0752J,WITH A MAP EFFECTIVE DATE OF JULY 16,2014. 0-6" A SANDY LOAM 7.5 YR 4/4 y 6"-26" B LOAMY SAND 7.5 YR 5/8 FLOOD ZONE AE(EL.11)J ZO 0 o �F(F� �. 20 v I THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE 11 WELLHEAD PROTECTION AREA. &COASTAL BANK W \ 77J \c �Q2� N�c _ SHEET NO.: 1 OF 1 DATE: APRIL 20,2021 26"-42" C1 MEDIUM SAND 7.5 YR 6/6 NO 30%GRAVEL (STATE) THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. �C� T 6'��� 1 TOP OF moo o \ON N� PROPOSED WIND EXPOSURE CATEGORY:ZONE C DRAWN BY: MD CHECKED BY:MC 42"-120" C2 MEDIUM SAND 10 YR 7/4 NO 5%GRAVEL -n -n r \� COASTAL BANK ' m� ��G� �gP LAWN � � \ \\ I _ w�\OPS�P �\ LOT COVERAGE: PREPARED BY: DEEP OBSERVATION HOLE TP#4, ELEVATION 23.4 /Y \ 0 G ` \ -y � � I �0 O�Q � LOT AREA=43,994 S.F 0-7" A SANDY LOAM 7.5 YR 414 \ �\\ �\ r �� �p6 ��0� o\ EXISTING LOT COVERAGE BY STRUCTURES(HOUSE AND GARAGE) =847 S.F.(1.9%) r��- CAPE & 1 S L AN D B C 7"-35" B LOAMY SAND 7.5 YR 5/8 p o �o ` �9 PROPOSED LOT COVERAGE BY STRUCTURES(HOUSE,GARAGE&ADDITIONS): 2,967 S.F.(6.7/°) E N G I N E E R I N G 35"-52" C1 MEDIUM SAND 7.5 YR 6/6 NO 30%GRAVEL 1 0 \\ y`\ \ \\ EXISTING LOT COVERAGE BY STRUCTURES, PARKING&PAVING =847 S.F.(1.9%) W 1 �� ` - - 6.. 8 \ \�� PROPOSED LOT COVERAGE BY STRUCTURES,PARKING&PAVING =5,968 S.F.(13.6%) SUMMERFIELD PARK \ 508.477.7272 PHONE 52"-132" C2 MEDIUM SAND 10 Y 7/4 NO 5%GRAVEL 1 800 FALMOUTH ROAD SUITE 301C W 2 � � \ MASHPEE,MA o2649 508.477.9072 FAX www.CapeEng.com 201.48 CB DISC DEED REFERENCE:BOOK 25971 PAGE 188 PLAN REFERENCE: BOOK 19 PAGE 143 PERCOLATION RATE_ <2 MINUTES/INCH IN C1 AND C2 LAYERS N 360 54' 07"W FOUND DRAWING TITLE: DEPTH TO GROUNDWATER=NONE ENCOUNTERED, ISOLATED FRESHWATER WETLAND \ \` IP 11N f OWNER: CHRISTOPHER G.DOOLEY SITE PLAN AND SEPTIC DESIGN ADJUSTED HIGH GROUNDWATER= ESTIMATED AT WETLAND EL.6 FEET(NAVD88) CB DISC #721 POPONESSET RD W 3-/ FOUND \ \ `� (INCREASE IN FLOW) OBSERVATIONS BY:RAUL LIZARDI-RIVERA,P.E. \ WITNESSED BY:DAVID STANTON,BARNSTABLE HEALTH DEPARTMENT (ON TOWN WATER) \ `, \' #741 POPONESSET RD DATE TESTED:MARCH 18,2021 --W 4 \" �" (ON TOWN WATER) SCALE: 20' ASSESSORS INFORMATION: MAP 006 PAGE 040