B08_Solicitation_Attachment_2_Plans_Delfino_and_Eggleston_Wastewater.pdf

PKG.

NO. SHEET

OF 10

TITLE OF PROJECT

CACO REPLACE SEPTIC SYSTEM

LOCATION WITHIN PARK

DELFINO AND EGGLESTON

NAME OF PARK

CAPE COD NATIONAL SEASHORE

COUNTY

BARNSTABLE

REGION

ATLANTIC EAST

STATE

MASSACHUSETTS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NORTH EAST REGION

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY INC.

BREWSTER, MA

CONSTRUCTION DRAWINGS DRAWING NO.

MASSACHUSETTS

EASTERN

Mark Sheet InitialDateREVISIONQUALITY DESIGN CERTIFICATION

Project Manager Date

Prepared in Accordance with Design Development (Title I)

OR

Variance from Design Development (Title I) Approved by Superintendent on

OR

Construction Drawing Not Preceded by Design Development (Title I)

Drawing No.

Drawing No.

PROJECT SITE

NE REGIONAL MAP

CONNECTICUT

RHODE

ISLAND

MASSACHUSETTS

FRANKLIN

BERKSHIRE

HAMPSHIRE

HAMPDEN

WORCESTER

MIDDLESEX

ESSEX

NORFOLK

SUFFOLK

PLYMOUTH

BRISTOL

BARNSTABLE

DUKES

NANTUCKET

ATLANTIC OCEAN

EASTHAM

WELLFLEET

BARNSTABLE

COUNTY

CAPE COD

NATIONAL

SEASHORE

Sheet List Table Sheet # Sub Sheet Sheet Title

1 G1 COVER

2 G2 NOTES, LEGEND, AND ABBREVIATIONS

3 C1 DELFINO WASTEWATER IMPROVEMENTS

4 C2 EGGLESTON WASTEWATER

IMPROVEMENTS

5 C3 SEPTIC DETAILS

6 C4 SEPTIC DETAILS

7 E0 LEGEND, SYMBOLS, & ABBREVIATIONS

8 E1 ELECTRICAL 880 CABLE ROAD

9 E2 ELECTRICAL 320 NELLIE ROAD

10 E3 ELECTRICAL SCHEDULES

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MULTICORELINK:G2 NOTES-G2

MULTICORELINK:G2 NOTES-G2

MULTICORELINK:C1 DELFINO PLAN-C1

MULTICORELINK:C1 DELFINO PLAN-C1

MULTICORELINK:C2 EGGLESTON PLAN-C2

MULTICORELINK:C2 EGGLESTON PLAN-C2

MULTICORELINK:C2 EGGLESTON PLAN-C2

MULTICORELINK:C3 SEPTIC DETAILS-C3

MULTICORELINK:C3 SEPTIC DETAILS-C3

MULTICORELINK:C3 SEPTIC DETAILS-C4

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

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CASSAMF

ENIGESSI

COLLETTE ANDERSON

CIVIL

NO. 59770

TIS EERG

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5/28/2025

G2

CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

ABBREVIATIONS

NOTES, LEGEND, & --

GENERAL NOTES

1. TOPOGRAPHIC SURVEY WAS PREPARED BY OUTERMOST LAND SURVEY, INC. ON OCTOBER 9,

2024.

2. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS CONTAINED IN RELEVANT PERMITS, INCLUDING THOSE ISSUED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL

PROTECTION (MASSDEP).

3. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL OF THE CONTRACTING

OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR, A DETAILED

CONSTRUCTION SCHEDULE AND OUTLINE OF CONSTRUCTION METHODOLOGIES, INCLUDING

EXCAVATION AND DEWATERING, FOR CONSTRUCTION OF THE PROPOSED ACTIVITIES INCLUDING

RESTORATION OF THE PROPOSED STAGING AREAS PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE GOVERNMENT AT LEAST TEN

(10) BUSINESS DAYS PRIOR TO MAJOR PROJECT MILESTONES. THIS INCLUDES BUT IS NOT

LIMITED TO, START UP OR RESTART OF ANY WORK, EXCAVATION, SYSTEM INSTALLATION, OR

TESTING.

5. ALL SIGNS ARE TO BE PROTECTED BY THE CONTRACTOR. CONTRACTOR SHALL REPLACE SIGNS

DAMAGED OR DISPLACED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE, UNLESS

OTHERWISE NOTED.

6. THE CONTRACTOR SHALL NOT DAMAGE VEGETATION OUTSIDE OF THE WORK LIMITS.

7. THE CONTRACTOR SHALL INSTALL TREE PROTECTION AND TEMPORARY FENCING TO PROTECT

TREES IMPACTED BY CONSTRUCTION, BUT NOT DESIGNATED FOR REMOVAL BY THE

CONTRACTING OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR. ALL COST

SHALL BE INCIDENTAL TO THE PROJECT.

8. TREE TRIMMING AND TREE REMOVAL SHALL BE COMPLETED BY A CERTIFIED ARBORIST. ALL

TREES AND LIMBS OF INTEREST SHALL BE MARKED AND APPROVED FOR TRIMMING OR

REMOVAL. CONTRACTOR TO COORDINATE WITH ENGINEER AND CONTRACTING

OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR BEFORE PROCEEDING

WITH TREE TRIMMING OR REMOVAL.

9. REQUIRED EROSION AND SEDIMENTATION CONTROLS SHOWN ON THE PLAN IS APPROXIMATE.

THE CONTRACTOR SHALL DETERMINE THE ACTUAL TYPE AND LOCATION OF THE EROSION AND

SEDIMENTATION CONTROL, SUBJECT TO TO THE APPROVAL OF THE CONTRACTING

OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR. THE CONTRACTOR SHALL

SUBMIT AN EROSION AND SEDIMENT CONTROL PLAN DETAILING PROPOSED MEASURE AND

QUALITY CONTROL PLAN TO ENSURE PROPER INSTALLATION AND MAINTENANCE. THE

CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INSPECTING AND MAINTAINING EROSION

AND SEDIMENTATION CONTROL MEASURES, INCLUDING INSTALLATION, REPOSITIONING, AND

REMOVAL AS NEEDED THROUGH THE DURATION OF CONSTRUCTION. THE GOVERNMENT WILL

REVIEW THE CONTRACTORS QUALITY CONTROL PROCESS AND CONFIRM THAT THE

INSTALLATION ALIGNS WITH THE APPROVED SHOP DRAWINGS, BUT WILL NOT DONDUCT DIRECT

INSPECTIONS OF THE INSTALLATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING

CONSTRUCTION ACTIVITIES.

11. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO WORK OR EQUIPMENT

BY HIGH WATER OR BY STORMS. THE CONTRACTING OFFICER/CONTRACTING OFFICER

REPRESENTATIVE/ALTERNATE COR MAY PROHIBIT CONSTRUCTION ACTIVITIES AT ANY TIME

WHEN IN HIS/HER JUDGMENT HIGH WATERS OR STORM CONDITIONS ARE UNFAVORABLE OR

UNSUITABLE, OR AT ANY TIME REGARDLESS OF THE WEATHER WHEN PROPER PRECAUTIONS

ARE NOT BEING TAKEN TO SAFEGUARD PREVIOUSLY CONSTRUCTED WORK OR WORK IN

PROGRESS. IN THE CASE OF DAMAGE CAUSED BY FAILURE OF THE CONTRACTOR TO TAKE

ADEQUATE PRECAUTIONS, THE CONTRACTOR SHALL REPAIR OR REPLACE EQUIPMENT/WORK

DAMAGED AND SHALL MAKE SUCH REPAIRS OR REBUILD PARTS OF THE DAMAGED WORK AS

DIRECTED BY THE CONTRACTING OFFICER/CONTRACTING OFFICER

REPRESENTATIVE/ALTERNATE COR, AT NO ADDITIONAL COST TO THE GOVERNMENT.

12. ALL CONSTRUCTION VEHICLES AND EQUIPMENT INCLUDING OFFICE TRAILERS AND RESIDENTIAL TRAILERS THAT ENTER THE PARK AND ARE STAGED IN ASSOCIATION WITH THIS PROJECT WILL

BE INSPECTED BY THE CONTRACTING OFFICER/CONTRACTING OFFICER

REPRESENTATIVE/ALTERNATE COR PRIOR TO THEIR ENTRY INTO THE PARK FOR MUD, WEEDS,

AND OTHER UNWANTED SUBSTANCES. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL PARK

REQUIREMENTS AND REGULATIONS.

13. THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING AREA PLAN TO THE CONTRACTING

OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR FOR APPROVAL. AT A

MINIMUM, THE STAGING AREA PLAN SHALL IDENTIFY STAGING EROSION CONTROL MEASURES,

AND PROPOSED RESTORATION. THE EROSION CONTROL DETAILS SHALL CONTAIN DETAILS FOR

A REFUELING SITE AND STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL

RESTORE THE PROPOSED STAGING AREAS TO PRECONSTRUCTION CONDITIONS AFTER THE

WORK IS COMPLETE. THE CONTRACTOR SHALL NOT STORE, HANDLE AND/OR DISPOSE OF

HAZARDOUS MATERIALS WITHIN THE WORK AREA OR STAGING AREA. DERIVED WASTE SHALL

BE REMOVED AND DISPOSED IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS. ALL

ROCK, SAND, GRAVEL, FILL OR OTHER FOREIGN SUBSTRATE MATERIAL STORED IN STAGING

AREAS MUST BE STORED ON TOP OF FILTER FABRIC TO FACILITATE RECOVERY AND PREVENT

DEGRADATION OF NATIVE SOILS DURING SITE CLEANUP. NO FOREIGN SAND, TOPSOIL, LOAM OR

OTHER FOREIGN SUBSTRATE MAY BE ADDED TO STAGING AREAS DURING SITE CLEANUP AND

REGRADING WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER/CONTRACTING

OFFICER REPRESENTATIVE/ALTERNATE COR. EXISTING PAVEMENT SHALL BE SWEPT CLEAN OR

RESTORED TO EXISTING CONDITIONS BY OTHER MEANS TO THE SATISFACTION OF THE

CONTRACTING OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR. ANY

CLEAN UP OF HAZARDOUS MATERIAL SHALL INCLUDE NOTIFICATIONS, MANIFESTS, REPORTS,

AND DISPOSAL. ALL COSTS ASSOCIATED WITH THE PROPOSED STAGING AREAS (INCLUDING

EROSION CONTROL, REFUELING SITE, STABILIZED CONSTRUCTION ENTRANCES, AND

RESTORATION) SHALL BE INCIDENTAL TO THE PROJECT.

14. NO TRUCKS OR TRACKED VEHICLES SHALL BE REFUELED ON SITE. NO FUEL SHALL BE STORED

ON SITE.

15. PROPERTIES ARE LOCATED OFF PARK OWNED PUBLIC ROADWAYS. THE CONTRACTOR SHALL

PROVIDE TEMPORARY BARRICADES, SIGNAGE AND OTHER FORMS OF PROTECTION AS

REQUIRED TO PROTECT NPS PERSONNEL AND THE GENERAL PUBLIC FROM INJURY DUE TO

CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL COMPLY WITH THE MANUAL ON UNIFORM

CONTROL DEVICES (MUTCD) FOR ALL TRAFFIC CONTROL DEVICES.

16. DO NOT DAMAGE ADJACENT PROPERTIES (INCLUDING FENCES). THE CONTRACTOR SHALL

PROMPTLY REPAIR ANY DAMAGE TO ADJACENT PROPERTIES AT NO ADDITIONAL COST TO THE

GOVERNMENT.

17. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN A MANNER TO ENSURE

MINIMUM INTERFERENCE WITH ROADS, TRAILS, WALKS AND OTHER FACILITIES. DO NOT CLOSE, BLOCK, OR OBSTRUCT ROADS, WALKS, OR OTHER FACILITIES WITHOUT NPS WRITTEN

PERMISSION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS

(INCLUDING SIDEWALKS, ETC.). ASSUME REQUIRED SAFETY AND ACCESS MEASURES

NECESSARY TO PROTECT THE PUBLIC DURING CONSTRUCTION OPERATIONS.

18. THE CONTRACTOR SHALL ENSURE THAT ALL PERSONNEL OPERATING HEAVY EQUIPMENT ARE

TRAINED AND AUTHORIZED. EQUIPMENT SHALL BE INSPECTED DAILY AND ANY DEFICIENCIES

SHALL BE ADDRESSED BEFORE USE. SAFE OPERATING DISTANCES SHALL BE MAINTAINED FROM

EQUIPMENT. ALL EQUIPMENT SHALL BE EQUIPPED WITH FUNCTIONING BACKUP ALARMS, AND

SPOTTER SHALL BE USED IN CONGESTED AREAS.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MASS DEP INSPECTIONS, THIRD PARTY

ENGINEERING INSPECTIONS, AND PERMIT CLOSE OUT. CONTRACTOR SHALL COORDINATE WITH

RESPONSIBLE PARTIES. ALL COST SHALL BE INCIDENTAL TO THE PROJECT.

20. ALL ACCESS PORTS AND COVERS SHALL BE INSTALLED AND MAINTAINED ON GRADE TO ALLOW

FOR MAINTENANCE OF THE SYSTEM.

UTILITY NOTES

1. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. OWNER

AND CONSULTANTS ASSUME NO RESPONSIBILITY FOR THE LOCATIONS AND ACCURACY OF

UTILITIES INDICATED ON THE PLANS. THE CONTRACTOR SHALL LOCATE, CLEARLY MARK AND

MAINTAIN EXISTING UTILITIES ON THE SITE PRIOR TO WORK START UP. CALL THE DIG SAFE AT

(888) 344-7233 OR 811 PRIOR TO WORK START UP. IN ADDITION TO DIG SAFE, CONTRACTOR

SHALL PROVIDE A SURVEY USING GROUND PENETRATING RADAR PRIOR TO WORKING AT THE

SITE. ANY HIDDEN UTILITIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING

OFFICER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES AND

REPAIR OF UTILITIES IF DAMAGED. REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO NPS.

ALL WORK IN UTILITY EASEMENTS SHALL BE PERFORMED ACCORDING TO THE REQUIREMENTS

OF THE GOVERNING AGENCY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DESIGN AS NECESSARY

OF ALL PERMANENT AND TEMPORARY UTILITY RELOCATIONS, INTERIOR, UNDERGROUND, AND

OVERHEAD. THERE ARE NO PLANNED UTILITY IMPACTS AS A PART OF THIS PROJECT. IF

UTILITIES ARE IMPACTED DUE TO CONTRACTOR NEGLIGENCE, SERVICE SHALL BE IMMEDIATELY

RESTORED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING, WORK ORDERS, AND

PERMITS WITH EVERSOURCE. CONTRACTOR SHALL COORDINATE ANY POWER SHUTDOWN TO

PERFORM NECESSARY LOCKOUT/TAGOUT REQUIREMENTS.

5. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH FEDERAL,

STATE AND LOCAL OSHA REGULATIONS.

6. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. INSTALL

LOCATING TAPE DURING BACKFILLING AT 18 INCHES TO 24 INCHES ABOVE CENTERLINE OF

SYSTEM COMPONENTS.

SPILL PREVENTION AND RESPONSE PROCEDURE

1. ANY DISCHARGE OF WASTE OR OTHER POLLUTANT TO THE ENVIRONMENT REQUIRES

IMMEDIATE NOTIFICATION TO THE PARK BY DIALING 911.

2. ANY INCIDENT OF CONTAMINATION RESULTING FROM THE IMPROPER DISCHARGE OF

POLLUTANTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OTHER PARTIES THAT

THE GOVERNMENT DETERMINES TO BE RESPONSIBLE FOR THE CONTAMINATION. PURSUANT TO

THE STATE LAWS AND REGULATIONS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR AND

OTHER RESPONSIBLE PARTIES TO REMEDIATE ANY INCIDENTS THAT MAY ADVERSELY IMPACT

GROUNDWATER OR SURFACE WATER QUALITY.

3. THE CONTRACTOR SHALL MAINTAIN ON THE SITE APPROPRIATE MATERIALS TO CONTAIN AND

RECOVER OILS AND OTHER POLLUTANTS TO PREVENT RELEASE INTO THE ENVIRONMENT.

4. REFUELING OF EQUIPMENT SHALL OCCUR AT A MINIMUM OF 100 FT. AWAY FROM ANY STREAM.

SITE SPECIFIC NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING PROPOSED WORK WITH THE

CONTRACTING OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR,

PROVIDING ADEQUATE CONTROLS FOR SITE SAFETY, AND MINIMIZING IMPACTS. UNDER NO

CIRCUMSTANCES SHALL THE CONTRACTOR INITIATE ACTIVITIES THAT WILL RESTRICT ACCESS

OF EMERGENCY VEHICLES WITHOUT PRIOR AUTHORIZATION FROM THE CONTRACTING

OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR.

2. ALL CONSTRUCTION ACCESS PATH MATERIALS SHALL BE REMOVED AFTER CONSTRUCTION AND

ORIGINAL GRADES SHALL BE RESTORED. THE CONTRACTOR SHALL RE-VEGETATE AND

STABILIZE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH AND SAFETY OF ALL ITS EMPLOYEES, SUBCONTRACTORS, AND VENDORS WORKING ON THE PROJECT.

4. THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A SET OF RECORD DRAWINGS AND SPECIFICATIONS THAT SHALL BE UPDATED ON A DAILY BASIS AND SHALL BE SUBMITTED TO THE

CONTRACTING OFFICER/CONTRACTING OFFICER REPRESENTATIVE/ALTERNATE COR AT THE

COMPLETION OF THE CONSTRUCTION. RECORD DRAWINGS SHALL INCLUDE THE LOCATIONS

AND REFERENCED DIMENSIONS OF ALL BURIED AND RELOCATED UTILITIES. FINAL SUBMISSION

OF RECORD DRAWINGS SHALL BE ELECTRONIC AND IN ACCORDANCE WITH THE

SPECIFICATIONS. HAND DRAWN REDLINED RECORD DRAWINGS SHALL NOT BE ACCEPTED FOR

THE FINAL SUBMITTAL.

5. THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL WITH

FENCING OR OTHER METHODS APPROVED BY THE CONTRACTING OFFICER/CONTRACTING

OFFICER REPRESENTATIVE/ALTERNATE COR.

6. PRIOR TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL LOCATE CONTROL POINTS AND

ESTABLISH THE CONSTRUCTION LAYOUT. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION

LAYOUT IN SUFFICIENT DETAIL, THEREBY ENABLING THE CONTRACTOR TO CONSTRUCT THE

PROJECT IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS. SURVEY SHALL BE PROVIDED

BY THE CONTRACTOR. THE CONTRACTING OFFICER/CONTRACTING OFFICER

REPRESENTATIVE/ALTERNATE COR WILL NOT AUTHORIZE CONSTRUCTION ACTIVITIES TO BEGIN

UNTIL THE CONTRACTOR SATISFIES THAT ALL GROUND CONTROL HAS BEEN ESTABLISHED, TIED

DOWN, AND DULY RECORDED.

7. CONTRACTOR SHALL INSURE ALL WORK PERMITS ARE SECURED AND HARDCOPIES ARE ON SITE

FOR REVIEW PRIOR TO CONSTRUCTION.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF

PEDESTRIAN AND VEHICULAR TRAFFIC AS REQUIRED BY THE CONTRACT DOCUMENTS.

ABBREVIATIONS

@ AT

& AND

APPROX APPROXIMATE

C.C.N.S. CAPE COD NATIONAL SEASHORE

CL, ℄ CENTERLINE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER

REPRESENTATIVE

EG EXISTING GROUND

ELEV ELEVATION

FG FINISHED GRADE

HORIZ HORIZONTAL

LOD LIMIT OF DISTURBANCE

NHP NATIONAL HISTORICAL PARK

NHESP NATIONAL HERITAGE AND

ENDANGERED SPECIES PROGRAM

NPS NATIONAL PARK SERVICE

NTS NOT TO SCALE

PI POINT OF INTERSECTION

PVI POINT OF VERTICAL INTERSECTION

STA STATION

STD STANDARD

TYP TYPICAL

VERT VERTICAL

O H

P O

H P

O H

P O

H P

O H

P

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

N: 2777343.2470 E: 1077163.1366

N: 2777320.5655 E: 1077193.1251

N: 2777369.5003 E: 1077144.7155

N: 2777359.3763 E: 1077145.6488

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NOTES:

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

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CIVIL

NO. 59770

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5/28/2025

C1

CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

880 CABLE ROAD

IMPROVEMENTS

DELFINO WASTEWATER --

PLAN VIEW OF DELFINO WASTEWATER IMPROVEMENTS

1. ALL CONSTRUCTION TO CONFROM WITH 310 CMR 15.000

AND ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL

CODES AND REGULATIONS.

2. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED 3'

PER 310 CMR 15.000.

3. ORENCO AX20 TANK NOT TO BE PLACED WITHIN A 50'

RADIUS OF A PRIVATE WELL. DRAINFIELD NOT TO BE

PLACED WITHIN 100' OF A PRIVATE WELL, PER 310 CMR

15.000.

4. CONTRACTOR SHALL RETAIN AND PROTECT TREES WITH

TRUNK DIAMETER OVER 3".

5. CONTRACTOR SHALL INSTALL ALL SEWER LINES AT A

MINIMUM 2% SLOPE.

6. NO GARBAGE GRINDERS SHALL BE ALLOWED AS

COMPONENTS TO THE SEPTIC SYSTEM.

7. ALL SEWER PIPE SHALL BE SDR35 PVC.

880 CABLE RD

ASSESSORS

PARCEL 23-48

C.C.N.S.

F.F.E. = 43.8'

DEEP HOLE DATA

DEPTH ELEV.

0.00'

5.0'

13.0'

30.3'

29.3'

28.88'

27.38'

25.3'

DEPTH ELEV.

0.00'

4.0'

11.0'

34.75'

33.3'

30.75'

23.75'

PERFORMED BY: LAURA A. SCHOFIELD, SE

WITNESSED BY: SEAN CARNEY, DEP

TEST DAY: 11/8/2024

NO GROUND WATER

OBSERVED DURING TESTING

CABLE ROAD

PROPOSED SEPTIC TANK/NITRATE

TREATMENT SYSTEM

C3

PROPOSED SOIL

ABSORPTION SYSTEM

C3

ABANDON EXISTING

CESSPOOL, FILL WITH

CLEAN BACKFILL

PORCH

EXISTING SEPTIC

TANK

EXISTING SOIL

ABSORPTION SYSTEM

0 OCEANVIEW DR

TOWN OF EASTHAM

(VACANT)

BLOCK 6

UNITED STATES OF

AMERICAN

160.0'

N 08° 54' 25" W

160.0' S 08° 54' 25" E

120.0'S 81° 05' 35" W

120.0' N 81° 05' 35" E

EXISTING WELL,

ABANDON AFTER

CONNECTING TO

WATER MAIN

EXISTING WELL

EXISTING WELL

DIRT DRIVEWAY

ATLAN

TIC

O C

EAN

O C

EAN

VIEW

D R

IVE

CABLE ROAD

LOCUS

NAUSET LIGHT

BEACH ROAD

LOCUS MAP

EXISTING SEPTIC

TANK

100'

100'

TH #1

TH #2

1.0'

1.42'

2.92'

TH #1

17.3'

FILL

SANDY LOAM

10YR5/6

BW

SANDY LOAM

10YR5/8

C1

LOAMY SAND

10YR5/8

A/E

SANDY LOAM/LOAMY SAND

10YR5/3 / 10YR6/2

C2

LOAMY SAND

10YR6/6

1.42'

TH #2

BW

LOAMY SAND

10YR5/8

C1

LOAMY SAND

7.5YR4/6

C2

SAND

10YR6/6

PERC RATE @ 30"

<2 MIN./IN.

EDGE OF CLEARING

860 CABLE ROAD

ADNER FAMILY

HOLDING TRUST

900 CABLE RD

CHRIS PARTICELLI TRUST

INSTALL 1" CORPORATION AND NEW 1" PE WATER

SERVICE FROM 12" (DI) WATER MAIN TO LOCATION OF

PROPOSED CURB STOP. EXACT LOCATION OF CURB

STOP TO BE DETERMINED DURING CONSTRUCTION

CONNECT TO EXISTING

SERVICE LINE CUT, CAP, AND ABANDON EXISTING

LINE CONNECTING TO WELL

BENCHMARK:

SPIKE IN ASPHALT

EL.=42.15 (NAVD 88)

PROPOSED SOIL

ABSORPTION TRENCHING

C4

RETAIN AND PROTECT FENCING

DESIGN CALCULATIONS

ESTIMATED HYDRAULIC LOADING:

3 BEDROOM DWELLING X 110 GPD = 330 GPD REQUIRED

GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN

SEPTIC TANK SIZE:

AVERAGE DAILY FLOW 330 GPD X 2 DAYS = 660 GALLONS REQUIRED

USE 1500 GALLON TANK

SOIL ABSORPTION SYSTEM (S.A.S.):

PERC RATE = <2 MIN/IN - CLASS I SOIL

EFFLUENT LOADING RATE= 0.74 GPD/SF

LEACHING AREA: 330 GPD / 0.74 GPD/SF = 446 SF REQUIRED

CULTEC SYSTEM: RECHARGER 180 HD

TRENCH CONFIGURATION:

MASSACHUSETTS ALLOWABLE EFFECTIVE LEACHING AREA= 8.9 SF/LF

8 CHAMBERS X 6.3 LF/CHAMBER X 8.9 SF/LF = 448.6 SF PROVIDED

NO GROUND WATER

OBSERVED DURING TESTING

INSTALL SEWER CLEAN

OUT/SAMPLING POINT

BEFORE 45° ELBOW

INV OUT: 33.5'

(ASSUMED)

INV IN: 31.3'

INV IN: 29.9'

INV OUT: 32.3'

INSTALL SEWER

CLEAN OUT BEFORE

45° ELBOW CUT, CAP, AND ABANDON EXISTING

SEWER SERVICE CONNECTING TO

THE CESSPOOL

PUMP OUT STANDING

SLUDGE WITH AN

APPROVED SEPTIC HAULER

EDGE OF ASPHALT

SSSS SS SS SS27.5

N: 2800341.1594 E: 1069563.4650

N: 2800340.7410 E: 1069553.3066

N: 2800333.9310 E: 1069507.1932

N: 2800296.3774 E: 1069505.3258

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NOTES:

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

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CASSAMF

ENIGESSI

COLLETTE ANDERSON

CIVIL

NO. 59770

TIS EERG

RE D

LH

FA

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5/28/2025

C2

CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

320 NELLIE ROAD

IMPROVEMENTS

EGGLESTON WASTEWATER --

PLAN VIEW OF EGGLESTON WASTEWATER IMPROVEMENTS

1. ALL CONSTRUCTION TO CONFROM WITH 310 CMR 15.000

AND ALL OTHER APPLICABLE LOCAL, STATE AND

FEDERAL CODES AND REGULATIONS.

2. FINISH COVER OVER COMPONENTS IS NOT TO EXCEED

3' PER 310 CMR 15.000.

3. SITE WITHIN NHESP ZONE.

4. ORENCO AX20 TANK NOT TO BE PLACED WITHIN A 50'

RADIUS OF A PRIVATE WELL. DRAINFIELD NOT TO BE

PLACED WITHIN 100' OF A PRIVATE WELL, PER 310 CMR

15.000.

4. CONTRACTOR SHALL RETAIN AND PROTECT TREES WITH

TRUNK DIAMETER OVER 3".

5. CONTRACTOR SHALL INSTALL ALL SEWER LINES AT A

MINIMUM 2% SLOPE.

6. NO GARBAGE GRINDERS SHALL BE ALLOWED AS

COMPONENTS TO THE SEPTIC SYSTEM.

7. ALL SEWER PIPE SHALL BE SDR35 PVC.

DEEP HOLE DATA

DEPTH ELEV.

0.00'

0.58'

2.17'

10.0'

64.5'

63.92'

62.33'

54.5'

DEPTH ELEV.

0.00'

1.75'

11.0'

62.5'

60.75'

11.0'

PERFORMED BY: LAURA A. SCHOFIELD, SE

WITNESSED BY: SEAN CARNEY, DEP & GARY LOCKE, WELLFLEET ASST.

TEST DAY: 11/08/2024

NO GROUND WATER

OBSERVED DURING TESTING

NO GROUND WATER

OBSERVED DURING TESTING

NELLIE ROAD

PROPOSED SEPTIC TANK/NITRATE

TREATMENT SYSTEM 1

C3

PROPOSED SOIL

ABSORPTION

SYSTEM

C3

PORCH

EXISTING SOIL

ABSORPTION SYSTEM

88.8'

N 11° 03' 40" W

88.8' S 11° 03' 40" E

100.0' S 78° 56' 20" W

100.0' N 78° 56' 20" E

NHESP LINE

GRAVEL DRIVEWAY

LOCUS MAP

EXISTING SEPTIC

TANK

RTE. 6

LECOUNT

HOLLOW

RD.

NELLIE RD.

WILSON AVE.

O C

EAN

VIEW

D R

LOCUS

ATLAN

TIC

O C

EAN

WILSON AVENUE

N 66° 20' 20" E

N 75° 34' 40" E

S 01° 49' 32" E

S 78° 56' 20" W

S 11° 03' 40" E

72.8'

68.4'

23.3'

75.0'

102.5'

GRAVEL DRIVEWAY

EXISTING SEPTIC

TANK

EXISTING WELL

EXISTING WELL

100'

310 NELLIE RD

C.C.N.S.

F.F.E. = 85.9'

340 WILSON AVE

SANDRA T. SOTOLOTTO

325 NELLIE RD

CAPE COD NATIONAL

SEASHORE

PARCEL 30-637

CAPE COD NATIONAL

SEASHORE

319 NELLIE RD

KENNETH MAREK

PARCEL 30-639

CAPE COD NATIONAL

SEASHORE

PARCEL 30-647

CAPE COD NATIONAL

SEASHORE

320 NELLIE RD

C.C.N.S.

F.F.E. = 79.2'

EDGE OF CLEARING

DEPTH ELEV.

0.00'

0.83'

2.0'

12.0'

0.00'

10.0'

NO GROUND WATER OBSERVED

DURING TESTING

TH #1

E

LOAMY SAND

10YR6/2

BW

LOAMY SAND

10YR5/6

TH #2

TH #3

TH #2

TH #1

TH #3C

SAND

10YR6/8

E

LOAMY SAND

10YR6/2

BW

LOAMY SAND

10YR5/8

C

SAND

10YR6/4

0.58' 61.92'

PERC RATE @ 27"

<2 MIN./IN.

E

LOAMY SAND

10YR6/3

BW

LOAMY SAND

10YR5/8

C

SAND

10YR6/6

EXISTING ELECTRICAL

PROPOSED SOIL

ABSORPTION

TRENCHING

C4

INSTALL SEWER

CLEAN OUT BEFORE

TWO 45° ELBOWS

INSTALL SEWER CLEAN

OUT/ SAMPLING POINT

BEFORE TWO 45° ELBOWS

INV OUT: 70.0'

(ASSUMED) CONTRACTOR

SHALL VERIFY

INV IN: 62.9'

INV OUT: 63.9'

ABANDON EXISTING CESSPOOL,

FILL WITH CLEAN BACKFILL

INV IN: 54.6'

DESIGN CALCULATIONS

ESTIMATED HYDRAULIC LOADING:

3 BEDROOM DWELLING X 110 GPD = 330 GPD REQUIRED

GARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN

SEPTIC TANK SIZE:

AVERAGE DAILY FLOW 330 GPD X 2 DAYS = 660 GALLONS REQUIRED

USE 1500 GALLON TANK

SOIL ABSORPTION SYSTEM (S.A.S.):

PERC RATE = <2 MIN/IN - CLASS I SOIL

EFFLUENT LOADING RATE= 0.74 GPD/SF

LEACHING AREA: 330 GPD / 0.74 GPD/SF = 446 SF REQUIRED

CULTEC SYSTEM: RECHARGER 180 HD

TRENCH CONFIGURATION:

MASSACHUSETTS ALLOWABLE EFFECTIVE LEACHING AREA= 8.9 SF/LF

8 CHAMBERS X 6.3 LF/CHAMBER X 8.9 SF/LF = 448.6 SF PROVIDED

CUT, CAP, AND

ABANDON EXISTING

SEWER SERVICE TO

EXISTING CESSPOOL

MULTICORELINK:C3 SEPTIC DETAILS-C3

MULTICORELINK:C3 SEPTIC DETAILS-C3

TOP VIEW

SCALE: 1"=2.5'

Y G W

G W

I Y

D

RSV

MIN. 19"Ø TANK OPENING

2"Ø DISCHARGE LINE

SLOPE(MIN. 1/4"/FT)

24"Ø FIBERGLASS RISER WITH 24"

GASKETED FIBERGLASS LID WITH S.S.

BOLTS, TANK SHIELD AND SIMPLEX

PUMPING SYSTEM (TANK SHIELD NOT

SHOWN FOR DRAWING CLARITY)

2"Ø RETURN LINE

SLOPE (MIN. 1/4"/FT)

1"Ø TRANSPORT LINE

24"Ø FIBERGLASS RISER

WITH 24" GASKETED

FIBERGLASS LID WITH S.S.

BOLTS AND TANK SHIELD

INLET

TO DRAINFIELD

90"

.5

1500 GALLON

TWO-COMPARTMENT

CONCRETE TANK

SIDE VIEW

SCALE: 1"=2.5'

24"Ø FIBERGLASS RISER

WITH 24" GASKETED

FIBERGLASS LID WITH S.S.

BOLTS AND TANK SHIELD

INLET

AX20 ADVANTEX FILTER

RECIRCULATING SPLITTER

VALVE (RSV) WITH QUICK

DISCONNECT

CLICKTIGHT PUMP AND FLOATS

CONNECTION (SPLICE BOX, SBEX,

NOT SHOWN)

TO CONTROL PANEL

FLOW-THROUGH PORT

BIOTUBE PUMP VAULT

MODEL PVU68-2425-L

FLOAT FUNCTIONS

HIGH LEVEL ALARM

OVERRIDE TIMER ON/OFF

LLA/RO

END VIEW

SCALE: 1"=2.5'

HIGH HEAD PUMP

MODEL PF300511

BIOTUBE FILTER (24")

FLOAT ASSEMBLY

MODEL MF3P

1"Ø DISCHARGE ASSY.

MODEL HV100

2"Ø VENT

24"Ø FIBERGLASS RISER

WITH 24" GASKETED

FIBERGLASS LID WITH S.S.

BOLTS, TANK SHIELD AND

SIMPLEX PUMPING SYSTEM

TO DRAINFIELD

INSTALLED LENGTH ADJUSTMENT = 1.0' (0.3 m)

ALL RECHARGER 180HD HEAVY DUTY UNITS ARE

MARKED WITH A COLOR STRIPE FORMED INTO THE

PART ALONG THE LENGTH OF THE CHAMBER.

1.87

1.07 0.73

*MAY ALSO BE USED AS AN INTERMEDIATE UNIT

TO EXTEND THE LENGTH OF A RUN.

6" [152 mm] DIA.

INSPECTION PORT

MODEL R STARTER/STAND ALONE

LARGE RIBSMALL RIB

MODEL E END*

LARGE RIBSMALL RIB

4.57

INSTALLED LENGTH = 3.95

38.0" [964mm] 38.0" [964mm]

NOTES:

1. CONTRACTOR SHALL INSTALL LEVEL AND COMPACTED BASE WITH 6" OF CRUSHED STONE

THAT HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING.

2. SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9".

ATTACH ADDITIONAL CHAMBER

BY INTERLOCKING THE RIBS

CULTEC NO. 410 FILTER FABRIC,

FABRIC ROLL WIDTH = 5'

SEPTIC TANK/NITRATE TREATMENT SYSTEM DETAIL

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

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C O

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CASSAMF

ENIGESSI

COLLETTE ANDERSON

CIVIL

NO. 59770

TIS EERG

RE D

LH

FA

MM

5/28/2025

C3

CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

SEPTIC DETAILS --

C3

SOIL ABSORPTION SYSTEM DETAIL2

C3

AdvanTex AX20 Mode 1A

CULTEX RECHARGER 180HD

NOTES:

1. PLACE 18" LONG #4 REBAR AT THE FOUR CORNERS OF THE DRAINFIELD.

2. DISTRIBUTION LINE SHALL BE SLOPED AT 0.005 FEET PER FOOT.

3. HOLE SPACING SHALL EVENLY SPACED ALONG TOW ROWS RUNNING THE LENGTH OF THE LINE, ON EACH SIDE, MIDWAY BETWEEN THE INVERT AND CENTER-LINE WHICH SEPARATES THE UPPER AND LOWER HALVES OF THE PIPE.

4. TRANSITION CONNECTIONS OF SEWER MATERIALS SHALL BE MADE BY ADAPTER FITTINGS OR ONE-PIECE MOLDED

RUBBER COUPLINGS WITH APPROPRIATE BUSHINGS FOR THE RESPECTIVE MATERIALS. ALL FITTINGS MUST BE AT

LEAST OF EQUIVALENT DURABILITY AND STRENGTH OF THE PIPE ITSELF.

5. ALL INFILL SHALL BE PER MASSDEP 310 CMR 15.255.

12" TO 36"

3:1 MAXIMUM

SLOPE

2" SCH 40 PVC TRANSPORT LINE

EFFLUENT DISCHARGE

TO DRAINFIELD

4" DISTRIBUTION LATERAL4" ENDCAP

FINISH GROUND

3'

37.6'

3'

FLOW FROM SEPTIC TANK

DOWNSLOPE

DIRECTION

2" SCH. 40 PVC

INSPECTION TUBE WITH THREADED

CAP, INSTALL WITHIN 3" OF FINISH

GROUND

BACKFILL

ESTABLISH NATIVE VEGETATIVE

COVER WITH SEED OR SOD

3:1 OR FLATTER SLOPE, MAINTAIN POSITIVE

DRAINAGE FROM CENTER OF DRAIN FIELD

TRENCHING AND RECHARGER

180 HD NOT SHOWN

CULTEC NO. 410 FILTER FABRIC,

FABRIC ROLL WIDTH = 5' UNDISTURBED GROUND

INSPECTION TUBE WITH THREADED

CAP, INSTALL WITHIN 3" OF FINISH

GROUND

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

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C O

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CASSAMF

ENIGESSI

COLLETTE ANDERSON

CIVIL

NO. 59770

TIS EERG

RE D

LH

FA

5/28/2025

C4

CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

SEPTIC DETAILS --

SOIL ABSORPTION SYSTEM TRENCHING DETAIL1

C4

TYPICAL DRAINFIELD PLAN VIEW

NOT TO SCALE

DISTRIBUTION PIPE SECTION VIEW

NOT TO SCALE

SECTION VIEW AA

NOT TO SCALE

A A

GENERAL ELECTRICAL NOTES

1. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER

DETAIL AS TO SCOPE, MATERIALS, AND EXECUTION OF

ELECTRICAL WORK.

2. ALL MEDIUM VOLTAGE WIRING DESIGN IS BASED ON 90°

CELSIUS CONDITIONS FOR COPPER CONDUCTORS. ALL LOW

VOLTAGE WIRING DESIGN IS BASED ON 75° CELSIUS

CONDITIONS FOR COPPER CONDUCTORS OF TYPE

THHN/THWN UNLESS OTHERWISE STATED.

3. ELECTRICAL CONTRACTOR TO SIZE ALL WIRING NOT

EXPLICITLY SHOWN ON DRAWINGS ACCORDING TO THE

REQUIREMENTS OF NATIONAL ELECTRICAL CODE (NEC) FOR

THE SPECIFIC APPLICATION AND CONDITIONS.

4. ALL CONDUCTORS SHALL BE COPPER (MINIMUM SIZE #12

AWG UNLESS SPECIFICALLY NOTED OTHERWISE).

5. THE ELECTRICAL CONTRACTOR SHALL CONFORM WITH ALL

LOCAL CODES AND ORDINANCES, THE NATIONAL

ELECTRICAL CODE, AND ANY ADDITIONAL JURISDICTIONS

RELATING TO THE WORK.

6. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND

INSTALL ALL CONDUIT, WIRE, SERVICES, SWITCHBOARDS,

AND VARIABLE FREQUENCY DRIVE'S REQUIRED FOR A

COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM.

7. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN

ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS,

OR WITH CODE REQUIREMENTS, THE NOTE, SPECIFICATION

OR CODE WHICH PRESCRIBES AND ESTABLISHES THE MORE

COMPLETE JOB OR HIGHER STANDARD SHALL PREVAIL.

8. ALL ELECTRICAL EQUIPMENT EXPOSED TO THE CLIMATE

SHALL BE WEATHERPROOF.

9. ALL ELECTRICAL EQUIPMENT IN THIS PROJECT SHALL BE U.L.

LISTED.

10. ALL UNDERGROUND CONDUIT SHALL BE INSTALLED AT 36"

BELOW FINISHED GRADE MINIMUM UNLESS OTHERWISE

NOTED.

11. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATING EXISTING UNDERGROUND FACILITIES AND

PROTECTING THESE FACILITIES FROM DAMAGE.

12. THE ELECTRICAL CONTRACTOR SHALL ROUTE CONDUITS AS

REQUIRED BY FIELD CONDITIONS AND PER N.E.C.

13. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE

FOR REPAIRING ANY DAMAGE TO EXISTING UNDERGROUND

FACILITIES.

14. CONTRACTOR SHALL PROVIDE ALL NEEDED CHANNELS,

ANGLES, AND ANY OTHER MATERIALS REQUIRED TO

SUPPORT LUMINAIRES, CONDUIT, AND ELECTRICAL

EQUIPMENT IN THE LOCATIONS SHOWN ON THE DRAWINGS.

15. CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS

OR USE ANY ATTACHMENTS THAT WOULD IMPAIR THEIR

STRENGTH.

16. CONTRACTOR SHALL DESIGN SUPPORTS IN BETWEEN THE

STRUCTURAL SUPPORT MEMBERS AND SUBMIT THE DESIGN

AS A SHOP DRAWING SUBMITTAL.

17. INSTRUMENTATION IS SHOWN IN THE GENERAL VICINITY OF

THE INTENDED LOCATION AND MAY NOT NECESSARILY

MATCH LOCATIONS ON THE PLANS. VERIFY ACTUAL

LOCATIONS OF INSTRUMENTS AND RUN ASSOCIATED

CONDUITS AS REQUIRED.

18. ALL EXPOSED CONDUITS TO BE GALVANIZED RIGID STEEL

CONDUIT FOR DRY LOCATIONS AND PVC COATED

GALVANIZED RIGID STEEL CONDUIT IN WET LOCATION

UNLESS OTHERWISE STATED ON THE PLANS.

ELECTRICAL ABBREVIATIONS

(D) DEMOLISH

(E) EXISTING

(F) FUTURE

(N) NEW

(R) RELOCATE

A AMPERES, ANALOG SIGNAL

AC ALTERNATING CURRENT

AF AMPERES FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERES INTERRUPTING CAPACITY

AT AMPERES TRIP

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BFG BELOW FINISHED GRADE

C CONDUIT

CB CIRCUIT BREAKER

CCT CORRELATED COLOR TEMPERATURE

CO CONDUIT ONLY

CP CONTROL PANEL

CPT CONTROL POWER TRANSFORMER

CRI COLOR RENDERING INDEX

CT CURRENT TRANSFORMER

CU COPPER

DC DIRECT CURRENT

DSB DISTRIBUTION SWITCHBOARD

EF EXHAUST FAN

ELEV ELEVATION

ETM ELAPSED TIME METER

FCB FEEDER CIRCUIT BREAKER

FIT FLOW INDICATING TRANSMITTER

FLEX FLEXIBLE

FLUOR FLUORESCENT

FPP FIBER OPTIC PATCH PANEL

FPR FEEDER PROTECTION RELAY

FVNR FULL VOLTAGE NON-REVERSING STARTER

G, GND GROUND

GFCI GROUND FAULT CIRCUIT INTERRUPTER

H HALOGEN

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HMI HUMAN MACHINE INTERFACE

HOA HAND / OFF / AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HS HAND SWITCH

INCAND INCANDESCENT

JB, JBOX JUNCTION BOX

KAIC KILOAMPERES INTERRUPTING CAPACITY

KVA KILOVOLT-AMPERE

KW KILOWATT

KWH KILOWATT-HOUR

LED LIGHT EMITTING DIODE

LCP LOCAL CONTROL PANEL

LIT LEVEL INDICATING TRANSMITTER

LOS LOCKOUT STOP SWITCH

LSH LEVEL SWITCH HIGH

LSLL LEVEL SWITCH LOW-LOW

LV LOW VOLTAGE

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MCCB MOLDED CASE CIRCUIT BREAKER

MCP MOTOR CIRCUIT PROTECTOR

MH METAL HALIDE, MANHOLE

MIN MINIMUM

MLO MAIN LUG ONLY

MPC MINI POWER CENTER

MPR MOTOR PROTECTION RELAY

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER

NTS NOT TO SCALE

P POLE

PB PUSHBUTTON, PULLBOX

PCS PVC COATED STEEL

PCV PRESSURE CONTROL VALVE

PDIT PRESSURE DIFFERENTIAL INDICATING TRANSMITTER

PE PHOTOELECTRIC

PFR PHASE FAILURE RELAY

PH PHASE

PIT PRESSURE INDICATING TRANSMITTER

PLC PROGRAMMABLE LOGIC CONTROLLER

PQM POWER QUALITY MONITOR

PSH PRESSURE SWITCH HIGH

PT POTENTIAL TRANSFORMER

PTC POSITIVE TEMPERATURE COEFFICIENT RESISTOR

REC, RECEPT RECEPTACLE

RIO REMOTE I/O

RGS RIGID GALVANIZED STEEL

SCCR SHORT CIRCUIT CURRENT RATING

SCE SOUTHERN CALIFORNIA EDISON

SPD SURGE PROTECTION DEVICE

SSS SOLID STATE STARTER (SOFT STARTER)

STA STATION

SWBD SWITCHBOARD

TEMP TEMPERATURE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

V VOLT(S)

VA VOLT-AMPERE

VCP VENDOR CONTROL PANEL

VFD VARIABLE FREQUENCY DRIVE

W WATT, WIRE

WP WEATHERPROOF

XFMR TRANSFORMER

SYMBOL NOTES

1. THIS DRAWING CONTAINS INDUSTRY STANDARD SYMBOLS. NOT ALL SYMBOLS

SHOWN ARE USED ON THIS PROJECT.

2. FOR HOA SWITCHES, "XOO" INDICATES THAT THE TOP CONTACT IS CLOSED WHEN

THE SWITCH IS SET TO HAND MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN;

"OXO" INDICATES THAT THE MIDDLE CONTACT IS CLOSED WHEN THE SWITCH IS SET

TO OFF MODE, AND ALL OTHER SWITCH CONTACTS ARE OPEN; "OOX" INDICATES

THAT THE BOTTOM CONTACT IS CLOSED WHEN SWITCH IS IN AUTOMATIC MODE, ALL

OTHER SWITCH CONTACTS ARE OPEN.

ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS

THE FOLLOWING IS A LIST OF TYPICAL DEVICE NUMBERS. SEE ANSI/IEEE C37.2 FOR A

COMPLETE LIST OF DEVICES.

11 MULTI-FUNCTION DEVICE

27 UNDERVOLTAGE RELAY

32 DIRECTIONAL POWER RELAY OR REVERSE POWER RELAY

37 UNDERCURRENT OR UNDERPOWER RELAY

42 RUNNING CIRCUIT BREAKER

47 PHASE SEQUENCE OR PHASE-BALANCE VOLTAGE RELAY

50 INSTANTANEOUS OVERCURRENT RELAY

51 AC INVERSE TIME OVERCURRENT RELAY

52 AC CIRCUIT BREAKER

55 POWER FACTOR RELAY

57 SHORT-CIRCUITING OR GROUNDING DEVICE

59 OVERVOLTAGE RELAY

67 AC DIRECTIONAL OVERCURRENT RELAY

86 LOCKOUT RELAY

87 DIFFERENTIAL PROTECTIVE RELAY

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - SCHEMATIC DIAGRAMS

O/L

CONTACT

TIMED CONTACT, CONTACT ACTION REVERSES ON

ENERGIZATION (ON DELAY)

TIMED CONTACT, CONTACT ACTION REVERSES ON

DE-ENERGIZATION (OFF DELAY)

PUSH BUTTON SINGLE CIRCUIT MOMENTARY CONTACT

LIMIT SWITCH

SELECTOR SWITCH

HOA: HAND-OFF-AUTO (HOA SHOWN IN HAND MODE)

HO: HAND-OFF

HOR: HAND-OFF-REMOTE

R-O: REMOTE-OFF

SEE SYMBOLE NOTE 2.

MOTOR OVERLOAD DEVICE CONTACTS

PILOT LIGHT

A= AMBER, G= GREEN, R= RED, W= WHITE

CONTROL RELAY

TIME DELAY RELAY

MOTOR OR STARTER COIL

SOLENOID OPERATED VALVE

ELAPSED TIME METER

FUSE

CONTROL POWER TRANSFORMER

GROUND

MOTOR SPACE HEATER

AUTOHAND

OFF

OOX

NORMALLY

OPEN

NORMALLY

CLOSED

LEVEL SWITCH

PRESSURE SWITCH

TEMPERATURE SWITCH

OXO

XOO

FLOW SWITCH

CONDUIT & WIRE FOR FIRE ALARM SYSTEMF F

SYMBOL

A-3

SYMBOL DESCRIPTION

ELECTRICAL SYMBOLS - PLANS

DISCONNECT SWITCH

PANELBOARD

FLEXIBLE CONDUIT CONNECTION

(FROM COUPLING/STUB-UP OR JBOX)

CONDUIT BENDS AWAY FROM OBSERVER

CONDUIT BENDS TOWARD OBSERVER

HOMERUN TO PANEL "A", CIRCUIT 3

GROUNDING CONDUCTOR 30" BELOW GRADE

CONDUIT OR DUCT BANK IN SLAB OR UNDERGROUND

CONDUIT REFERENCE

A = ANALOG SIGNAL C = CONTROL

D = DATA LINK F = FIBER OPTIC

P = POWER T = TELEPHONE

LIGHTING LUMINAIRE CONTROLLED BY SWITCH a

JUNCTION BOX

DUPLEX RECEPTACLE (WP, GFCI AS INDICATED)

HANDHOLE OR PULL BOX

EXIT LIGHT

SMOKE DETECTOR

FIRE ALARM MANUAL PULL STATION

FIRE ALARM STROBE

POLE MOUNTED LUMINAIRE

TELEPHONE OUTLET

CONDUIT SEAL

F

DUCT SMOKE DETECTOR

CONDUIT & WIRE FOR ELECTRONIC KEY PAD TO PLCR RR

FACP FIRE ALARM CONTROL PANEL

SWITCH (3 = 3-WAY SWITCH, 4 = 4-WAY SWITCH, ETC.)

KP ELECTRONIC KEYPAD

F

DS

J

S3 a

P001

GND GND

J

F

A

LUMINAIRE REFERENCE

SEE LUMINAIRE SCHEDULE FOR DETAILS

LUMINAIRE TYPE

LAMP WATTAGE

EXPOSED CONDUIT

WALL MOUNTED LUMINAIRE

CONDUIT STUBBED AND CAPPED

LOCAL CONTROL SWITCH

THERMOSTATT

SYMBOL DESCRIPTIONDEVICE

ELECTRICAL SYMBOLS - SINGLE LINE DIAGRAM

SOLID STATE STARTER (SOFT STARTER)

FUSED DISCONNECT SWITCH WITH CURRENT LIMITING FUSES

VARIABLE FREQUENCY DRIVE

MOTOR OVERLOAD HEATER

DRY TYPE TRANSFORMER

POTENTIAL TRANSFORMER

CURRENT TRANSFORMER

FUSE

LOW VOLTAGE CIRCUIT BREAKER

MCCB UNLESS OTHERWISE NOTED

MOTOR, 40 HORSEPOWER

GROUNDING ELECTRODE

NON-FUSED DISCONNECT SWITCH, 30A/3P UON

VALVE MOTOR AND ACTUATOR

MAGNETIC MOTOR STARTER

FVNR1 = FULL VOLTAGE NON-REVERSING, NEMA SIZE 1

RV2S2W = REDUCED VOLTAGE 2-SPEED, 2-WINDING

FUSED DISCONNECT SWITCH, 30A/3P UON

FVNR1

M METER, ELECTRIC UTILITY GRADE UON

IRON CORE TRANSFORMER

PROTECTION RELAY

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

MEDIUM VOLTAGE CIRCUIT BREAKER, DRAW-OUT TYPE

SEE ANSI/IEEE C37.2 STANDARD DEVICE NUMBERS LIST

THIS SHEET

SSS

VFD

TD1

CR1 AR1

R

ETM

M

SURGE PROTECTION DEVICESPD

POWER QUALITY MONITORPQM

SOLID STATE TRIPSST

LIGHTING LUMINAIRE CONTROLLED BY SWITCH a W/ EMERGENCY BATTERY PACKa

EMERGENCY LIGHT

INTRUSION SWITCHIS

MOTOR (NUMBER INDICATES HORSEPOWER)

COMBINATION STARTER & DISCONNECT SWITCH

MOTOR PROTECTION RELAYMPR

QUAD RECEPTACLE (WP, GFCI AS INDICATED)

THERMISTOR

WALL MOUNTED OCCUPANCY SENSOR

CEILING MOUNTED OCCUPANCY SENSOR

M

M

ELECTRIC VEHICLE CHARGER

WALL MOUNTED DIMMERD

+t°

600AF

400AT

GROUND WELL

DATA OUTLET

VOICE/DATA OUTLET

LIGHTNING AND SURGE ARRESTOR

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

W.T. MOORE

D. PHAN

W.T. MOORE

07/01/2025 CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

E0 SYMBOLS AND ABBREVIATIONS

ELECTRICAL LEGEND, --

duan.phan Image

O H

P O

H P

O H

P O

H P

O H

P

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SS

SS

SS

SS

1 0.5 0 20 40

SCALE OF FEET

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

W.T. MOORE

D. PHAN

W.T. MOORE

07/01/2025 CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

E1 ELECTRICAL DESIGN

DELFINO --

DELFINO ELECTRICAL PLAN

880 CABLE RD

CABLE ROAD

SEPTIC TANK/NITRATE

TREATMENT SYSTEM,

SEE C1

SOIL ABSORPTION

SYSTEM, SEE C1

ABANDON EXISTING

CESSPOOL, SEE C1

PORCH

EXISTING SEPTIC

TANK

EXISTING SOIL

ABSORPTION SYSTEM

0 OCEANVIEW DR

TOWN OF EASTHAM

(VACANT)

BLOCK 6

UNITED STATES OF

AMERICAN

EXISTING WELL,

SEE C1

EXISTING WELL

EXISTING WELLDIRT DRIVEWAY

ATLAN

TIC

O C

EAN

O C

EAN

VIEW

D R

IVE

CABLE ROAD

LOCUS

NAUSET LIGHT

BEACH ROAD

LOCUS MAP

EXISTING SEPTIC

TANK

TH #1

TH #2

860 CABLE ROAD

ADNER FAMILY

HOLDING TRUST

900 CABLE RD

CHRIS PARTICELLI TRUST

EXISTING ELECTRIC

PANEL, 240/120V, 1ɸ

(NOTE 2)

EXISTING

ELECTRIC

METER

EXISTING

ELECTRIC

UTILITY POLE

SEPTIC SYSTEM

CONTROL PANEL

(NOTE 1)

2- #10, 1- #10G, 1"C 6- #14, 1- #14G, 1"C

HAND HOLE,

18"x 12"

NOTES:

1. INSTALL SEPTIC SYSTEM CONTROL PANEL WITHIN SIGHT

OF THE TANK, AND ON A POST APART FROM EXTERIOR

WALL TO AVOID MOTOR CONTACTOR DISRUPTIVE SOUND

WHEN ENGAGING AND DISENGAGING.

2. INSTALL NEW CIRCUIT BREAKER AND FEEDER TO SERVE

SEPTIC TANK/NITRATE TREATMENT SYSTEM. IF POWER

DISCONNECT IS REQUIRED TO INSTALL NEW CIRCUIT

BREAKER, SUBMIT A DISCONNECT REQUEST WITH

EVERSOURCE. CUSTOMER SERVICE LINE IS (800) 286-2828.

CONTRACTOR IS RESPONSIBLE FOR ALL FEES.

RECONNECT POWER THE SAME DAY.

2- #10, 1- #10G, 1"C

Well

Septic System per as-built

SSSS SS SS SS

1 0.5 0 20 40

SCALE OF FEET

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

W.T. MOORE

D. PHAN

W.T. MOORE

07/01/2025 CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

E2 ELECTRICAL DESIGN

EGGLESTON --

EGGLESTON ELECTRICAL PLAN

NELLIE ROAD

SEPTIC TANK/NITRATE

TREATMENT SYSTEM,

SEE C2

SOIL ABSORPTION

SYSTEM, SEE C2

PORCH

EXISTING SOIL

ABSORPTION SYSTEM

NHESP LINE

LOCUS MAPEXISTING SEPTIC

TANK

RTE. 6

LECOUNT

HOLLOW

RD.

NELLIE RD.

WILSON AVE.

O C

EAN

VIEW

D R

LOCUS

ATLAN

TIC

O C

EAN

WILSON AVENUE

GRAVEL DRIVEWAY

EXISTING SEPTIC

TANK

EXISTING WELL

EXISTING WELL

310 NELLIE RD

340 WILSON AVE

SANDRA T. SOTOLOTTO

325 NELLIE RD

CAPE COD NATIONAL

SEASHORE

319 NELLIE RD

KENNETH MAREK

320 NELLIE RD

TH #2

TH #1

TH #3

EXISTING

ELECTRIC

METER

EXISTING ELECTRIC

PANEL, 240/120V, 1ɸ

(NOTE 2)

GRAVEL DRIVEWAY

SEPTIC SYSTEM

CONTROL PANEL

(NOTE 1)

2- #10, 1- #10G, 1"C 6- #14, 1- #14G, 1"C

EXISTING

CESSPOOL,

SEE C2

2- #10, 1- #10G, 1"C

NOTES:

1. INSTALL SEPTIC SYSTEM CONTROL PANEL WITHIN SIGHT

OF THE TANK, AND ON A POST APART FROM EXTERIOR

WALL TO AVOID MOTOR CONTACTOR DISRUPTIVE SOUND

WHEN ENGAGING AND DISENGAGING.

2. INSTALL NEW CIRCUIT BREAKER AND FEEDER TO SERVE

SEPTIC TANK/NITRATE TREATMENT SYSTEM. IF POWER

DISCONNECT IS REQUIRED TO INSTALL NEW CIRCUIT

BREAKER, SUBMIT A DISCONNECT REQUEST WITH

EVERSOURCE. CUSTOMER SERVICE LINE IS (800) 286-2828.

CONTRACTOR IS RESPONSIBLE FOR ALL FEES.

RECONNECT POWER THE SAME DAY.

1. INSTALL NEW CIRCUIT BREAKER. IF POWER DISCONNECT

IS REQUIRED TO INSTALL NEW CIRCUIT BREAKER, SUBMIT

A DISCONNECT REQUEST WITH EVERSOURCE. CUSTOMER

SERVICE LINE IS (800) 286-2828. CONTRACTOR IS

RESPONSIBLE FOR ALL FEES. RECONNECT POWER THE

SAME DAY.

NOTES:

DESIGNED:

TECH. REVIEW:

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PKG.

NO. SHEET

OF 10

A/E FIRM

PRIME/CIVIL:

GREAT WEST ENGINEERING

HELENA, MT

ENVIRONMENTAL/GEOTECHNICAL:

SCHOFIELD FREEMAN, INC

ORLEANS, MA

SURVEY:

OUTERMOST LAND SURVEY, INC

BREWSTER, MA

W.T. MOORE

D. PHAN

W.T. MOORE

07/01/2025 CAPE COD NATIONAL SEASHORE

DELFINO AND EGGLESTON WASTEWATER

E3 SCHEDULES

ELECTRICAL --

(NOTE 1) (NOTE 1)

DELFINO PANELBOARD (EXISTING) EGGLESTON PANELBOARD (EXISTING)