SW3131204_APPROVED PLANS_20140305

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��j%�
DOC TYPE
❑ CURRENT PERMIT
PPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE1���5�
YYYYMMDD

MARSHVILLE, NC
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SURVEY:
BLUE RIDGE GEOMATICS, PA
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
LICENSE: C-3576
CITY/TOWN: MARSHVILLE, NC
VICINITY MAP (NTS)
ENGINEER:
BLUE RIDGE ENVIRONMENTAL
CONSULTANTS, PA
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
LICENSE: C-3448
NORTH CAROLINA COUNTY MAP
(UNION COUNTY)
SHEET INDEX:
CS1
COVER SHEET
CS2
NOTES
CS3
NOTES
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SITE PLAN
C2.1
GRADING PLAN
C2.2
STORMWATER DRAINAGE AREAS
C3
EROSION CONTROL PLAN
C4.1
UTILITY PLAN
C4.2
SEPTIC LAYOUT PLAN
C5 DEMOLITION PLAN
G1 LANDSCAPE PLAN
D1
DETAILS
D2
DETAILS
D3
DETAILS
D4
DETAILS
D5
DETAILS
D6
DETAILS
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SITE COORDINATES: LATITUDE = 35.131971 ° N LONGITUDE =-80.369966' W
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02126/°t 14 �}1
IROJECT NUMBER: U
0700172013 Z
BRAWN BY: W
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APPROVED BY:
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO UTHERS. REPRODUCTION OR PHU I UGUF'YING Or I HIS FLAN WI I HUU I I HE WKI I I EN UUNSENT OF BLUE KIUGE ENVIKUNMEN IAL CUNSULTAN IS, P.A. IS HKUHIBI I EU ANU IS A VIOLA I ION Ur hEUEHAL COPYKIGH I LAWS, PUNISHAP1 L BY FINES UP TO $100,000 PER OFFENSE.

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NPDES INSPECTION NOTES
1. THIS GENERAL PERMIT IS APPLICABLE TO POINT SOURCE DISCHARGES FROM CONSTRUCTION ACTIVITIES DISTURBING ONE OR MORE
ACRES OF LAND. THE SUBMISSION OF A PROPOSED EROSION AND SEDIMENTATION CONTROL PLAN TO THE DIVISION OF LAND RESOURCES
OR DELEGATED LOCAL PROGRAM SHALL BE CONSIDERED TO TAKE THE PLACE OF A NOTICE OF INTENT FOR COVERAGE UNDER THIS
GENERAL PERMIT FOR THOSE PROJECTS REQUIRING THIS PERMIT COVERAGE. COVERAGE UNDER THIS GENERAL PERMIT SHALL BECOME
EFFECTIVE UPON ISSUANCE OF AN APPROVAL FOR THE EROSION AND SEDIMENTATION CONTROL PLAN BY THE LAND QUALITY SECTION OF
THE DIVISION OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND LAND
DISTURBING ACTIVITIES APPROVAL OF THE EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE OBTAINED.
2. THIS PROJECT IS SUBJECT TO THIS PERMIT IN ADDITION TO THE APPROVED E&SC PLAN BECAUSE ALL CONSTRUCTION ACTIVITIES
DISTURBING 1 OR MORE ACRES OF LAND ARE SUBJECT TO STORMWATER PERMITTING REQUIREMENTS UNDER THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES). REFER TO A COPY OF GENERAL PERMIT NO. NCGO10000 AND GRANTED COVERAGE UNDER THIS
GENERAL STORMWATER PERMIT.
3. THE APPLICANT MUST COMPLY WITH THE APPLICABLE TERMS AND CONDITIONS OF THIS STORMWATER PERMIT, AND ARE SUBJECT TO
ENFORCEMENT BY THE DIVISION OF WATER QUALITY FOR ANY VIOLATIONS.
4. APPLICANT MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PLAN APPROVED FOR THE PROJECT BY THE NC DIVISION OF
LAND RESOURCES (DLR) OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT E&SC PLAN IS ENFORCEABLE COMPONENT OF THE
STORMWATER PERMIT.
5. A RAIN GAUGE MUST BE KEPT ON SITE.
6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY
STORM EVENT GREATER THAN A HALF INCH (DURING A 24-HR PERIOD). IF ANY DEVICE FAILURE IS SEEN, IMMEDIATE CORRECTIVE ACTION
MUST BE TAKEN.
7. ALL OUTLETS WHERE STORMWATER RUNOFF IS LEAVING THE SITE MUST BE INSPECTED AND EVALUATE THE EFFECT ON NEARBY STREAMS
OR WETLANDS. CORRECTIVE ACTION MUST BE TAKEN (AND RECORDED) IF SEDIMENT IS BEING DEPOSITED OFF SITE OR IN A STREAM OR
WETLAND OR IS CAUSING A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY AFFECTED STREAM.
8. IF SEDIMENT IS BEING DEPOSITED IN A STREAM OR WETLAND, DWQ MUST BE CONTACTED WITHIN 24 HOURS.
9. RECORDS MUST BE KEPT OF THESE INSPECTIONS.
10. PROVIDE THE OPERATION AND MAINTENANCE (0&M) NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORMWATER CONTROLS. THIS
MEANS TAKE CORRECTIVE ACTION IF E&SC FACILITIES ARE NOT OPERATING PROPERLY.
11. REGULAR INSPECTIONS ARE A CHANCE TO CHECK IMPACTS TO NEARBY WATERS. IF SIGNIFICANT AMOUNTS OF SEDIMENT ARE OBSERVED,
NOTIFY DWQ WITHIN 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5DAYS (SEE PART II, SECTION E OF THE PERMIT). PLEASE COPY
CORRESPONDENCE TO DLR.
12. PREVENT STORMWATER CONTAININATION FROM EQUIPMENT USED DURING CONSTRUCTION. THIS INCLUDES PREVENTING SPILLS OF OIL,
FUELS, COLLANTS, CEMENT, HYDRAULIC FLUIDS, ETC. FEDERAL GUIDELINES MUST BE FOLLOWED AND LABEL RESTRICTIONS WHEN USING
HERBICIDES, PESTICIDES, AND FERTILIZERS.
13. DEMOLITION DEBRIS AND OTHER BUILDING MATERIAL MUST BE DISPOSED OF PROPERLY. MANAGE DISPOSAL OF LITTER AND SANITARY
WASTE.
PROJECT:
DAIAICAI I .
NPDES INSPECTION RECORD
MONITORING FOR THE WEEK BEGINNING:
ADAIAI rAl Arc cuel I BE MA!MTAIucn rwziTF Amn A RFr.nRn OF: THE nAB Y RAINFALL AMOUNTS SHALL BE KEPT.
DAY OR DATE:
RAINFALL AMOUNT (INCHES):
INITIALS:
Moor ooIVICIY1 Vr VV1•If WV
MEASURE INDENTTIFACTION (i.e., SILT
FENCE, SEDIMENT POND, SEDIMENT TRAP,
GROUND COVER)
DATE OF
INSPECTION
......
INITIALS OF
INSPECTOR
_._..._._-_...
OPERATING
PROPERLY (G
CORRECTIVE ACTIONS TAKEN
DATE
CORRECTIVE
ACTION TAKEN
OTnOILAAIATCD nlCf"LJ ADI-r f11 ITCAI I Q'. ­." m" A.lcn„se„e leT nF,.c.FrTFn AT I PASTONCE PERSEVEN CALENDAR DAYS ANDATFAIN 24 HOURSAFTER ANY STORM EVENT OF GREATER THAN 0.51NCHESOF RAIN PER 24 HOUR PERIOD.
STORMWATER DISCHARGE
OUTFACE IDENTIFICATION
DATE OF
INSPECTION
INITIALS OF
INSPECTOR
IS EROSION SEEN
NEAR OUTFALL?
(Y/N)
DESCRIBE EVIDENCE OF OTHER POLLUTANTS DISCHARGING FROM THE
SITE SUCH AS OIL SHEEN, DISCOLORATION, CEMENT WASTES, SANITARY
WASTE, FERTILIZERS, OR FUEL OR MATERIAL STORAGE LEAKAGE.
VISIBLE SEDIMENT AND/OR STREAM TURBIDITY: RECORD CORREGTIVE AG I IUNs I AKtN IN Atato0MrN I yr wIN 1 nvL me QUun Q V
• IS THERE ANY VISIBLE SEDIMENT DEPOSITED IN A STREAM, WETLAND OR BUFFER? YES NO DATES) DWO CONTACTED?
• IS THEREANY VISIBLE SEDIMENT DEPOSITED ON ADJACENT PROPERTY(IES)? YES NO DATE(S)
• IS THERE ANY VISIBLE DECREASE IN STREAM CLARITY? (Y/N) HAS THE FINAL PERMANENT GROUND COVER BEEN COMPLETED & ESTABLISHED? (Y/N)
BY THIS SIGNATURE, I CERTIFY, IN ACCORDANCE WITH PART II SEC. B(10) OF THE NCG10000 PERMIT, THAT THIS REPORT IS ACCURATE AND COMPLETE TOTHE BEST OF MY KNOWLEDGE
SIGNATURE OF PERMITTEE OR DESIGNEE:
DATE:
MANDATORY SELF INSPECTION PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING
ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1, 2010.
THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE SELF -INSPECTION REPORT FORM WILL ALSO BE AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE AT
HTTP://WWW. DLR.EN R. STATE. NC.US/PAGES/SED I M ENTATION_N EW. HTM L
EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES LARGER THAN ONE ACRE MUST INSPECT THEIR PROJECT AFTER
EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN WRITING.
DOES THIS ONLY APPLY TO PROJECTS APPROVED AFTER OCTOBER 1, 2010?
NO, IT APPLIES TO BOTH OLD AND NEW PROJECTS.
WHO CAN CONDUCT THE INSPECTION? THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER OR THEIR AGENT MAY CONDUCT THE INSPECTION.
IS A SPECIAL CERTIFICATION REQUIRED TO DO THE INSPECTION? NO
WHAT IS THE GOAL OF THE SELF -INSPECTION PROGRAM? TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED, INCLUDING THE INSTALLATION AND MAINTENANCE OF MEASURES, AND THE PROVISION OF GROUND COVER IN A TIMELY MANNER.
WHAT HAS TO BE INSPECTED? ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING SEDIMENTATION CONTROL BASINS,
SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS,
SEDIMENT FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION
METHODS OF OPEN CHANNELS MUST BE INSPECTED.
WHAT ELSE HAS TO BE CHECKED? THE NEED FOR GROUND COVER SHOULD BE CHECKED. TEMPORARY OR PERMANENT GROUND COVER MUST BE
PROVIDED ON EXPOSED GRADED SLOPES AND FILLS WITHIN 21 CALENDAR DAYS OF THE COMPLETION OF A PHASE OF GRADING. PERMANENT
GROUND COVER MUST BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (60 DAYS IN HQW ZONES), WHICHEVER TERM IS SHORTER,
UPON THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED? YES, THE ACTUAL DIMENSIONS OF THE BASINS HAVE TO BE
CHECKED, USUALLY WITH A TAPE MEASURE, AND COMPARED TO THE DIMENSIONS ON THE APPROVED PLAN.
DO NEWLY INSTALLED SEDIMENTATION CONTROL BASINS HAVE TO BE MEASURED BY A PROFESSIONAL LAND SURVEYOR? NO. GENERALLY THE
WIDTH AND LENGTH OF BASINS CAN BE MEASURED WITH A TAPE MEASURE. A LEVEL AND SURVEY ROD MAY BE USEFUL IN CHECKING THE DEPTH OF
A BASIN. ONLY RELATIVE ELEVATIONS, COMPARING THE BOTTOM AND TOP ELEVATIONS ARE NECESSARY.
WHAT IS A SIGNIFICANT DEVIATION FROM THE APPROVED PLAN? A SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION OR RELOCATION OF
AN EROSION OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED. IF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN CANNOT BE FOLLOWED, A REVISED PLAN SHOULD BE SUBMITTED FOR REVIEW.
DOES IT REQUIRE A SPECIAL FORM? A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1" IS AVAILABLE
FOR USE. IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET. AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A NCAC 04B. 0131 STATES THAT "...
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN."
CAN I JUST USE THE NPDES SELF -MONITORING REPORT? THE NPDES SELF -MONITORING REPORT MAY ONLY BE USED TO REPORT THAT THE
MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES,
PRACTICES AND DEVICES HAVE BEEN PERFORMED.
WHEN DO THE INSPECTIONS HAVE TO BE DONE? UNLIKE THE NPDES SELF -MONITORING REPORT, THE SELF -INSPECTION REPORT FOR
LAND -DISTURBING ACTIVITY DOES NOT HAVE TO BE WEEKLY, RATHER, THIS REPORT IS COMPLETED AFTER EACH PHASE OF THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN IS COMPLETE. NOT EVERY PROJECT WILL HAVE ALL THE POSSIBLE PHASES, BUT THE LIST OF PHASES
INCLUDES THE FOLLOWING:
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
CLEARING AND GRUBBING OF EXISTING GROUND COVER;
COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS;
INSTALLATION OF STORM DRAINAGE FACILITIES;
COMPLETION OF CONSTRUCTION OR DEVELOPMENT;
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
WHERE DO I MAIL THE REPORT? DO NOT MAIL THE REPORT. THE RECORDS MUST BE MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR AT THE
SITE. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL
OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE
AVAILABLE ON THE SITE.
NPDES GROUND STABILIZATION CRITERIA
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME
STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
I NONE (EXCEPT FOR PERIMETERS AND HQW ZONES)
*BASED ON AUGUST 3, 2011 NCDWQ REVISIONS
NPDES NOTES:
• THE PERMIT CONTAIN CONDITION REQUIRING GROUND COVER WITHIN 14 DAYS ON DISTURBED FLAT AREAS AND 7 DAYS ON "ALL PERIMETER DIKES, SWALES,
DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL." SEE GROUND STABILIZATION CRITERIA TABLE ABOVE. THIS IS
DIFFERENT FROM THE PROVISIONS OF THE NC SEDIMENTATION POLLUTION CONTROL ACT AND THE SEDIMENT CONTROL COMMISSION'S RULES. IN ADDITION TO THE
QUICKER TIME FOR STABILIZATION, IT MUST OCCUR "AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 [OR 7] CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY."
• THE PERMIT REQUIRES STABILIZATION WITHIN 7 DAYS FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION - DEFINED "HIGH QUALITY WATER
ZONE."
• TO MEET THE FEDERAL REQUIREMENT FOR SETTLING BASINS"OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE." FOR BASIN
OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1 ACRE, THE EXISTING STANDARD REQUIREMENTS APPLY.
• THE NCG 010000 PERMITTEE MUST "LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC
WASTE, AND HAZARDOUS OR TOXIC WASTE. THIS LOCATION SHALL BE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN
BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE."
• THE PERMITTEE MUST "LOCATION OF STOCK PILES - LOCATE EARTHEN - MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND
SURFACE WATER UNLESS IF CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE."
• DESIGNATION ON THE PLANS WHERE THE SPECIFIC GROUND STABILIZATION REQUIREMENTS APPLY AS PER SECTION II.B.2 OF THIS PERMIT.
• DESIGNS OF BASIN WITH SURFACE WITHDRAWAL AS PER SECTION II.B.4 OF THIS PERMIT.
SELF INSPECTION FORMS
NAME OF INSPECTOR:
AFFILIATION*:
('LANDOWNER, FINANCIALLY RESPONSIBLE PARTY OR AGENT)
ADDRESS OF INSPECTOR:
TELEPHONE NUMBER:
SIGNATURE:
(*LANDOWNER, FINANCIALLY RESPONSIBLE PARTY OR AGENT)
DATE:
PHASE OF APPROVED EROSION AND SEDIMENTATION CONTROL PLAN:
MARK (X)
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
CLEARING AND GRUBBING OF EXISTING GROUND COVER
COMPLETION OF ANY PHASE OF GRADING OR SLOPES FOR FILLS
INSTALLATION OF STORM DRAINAGE FACILITIES
COMPLETION OF CONSTRUCTION OR DEVELOPMENT
ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION
EROSION AND SEDIMENTATION CONTROL MEASURE INSPECTED:
NAME/NUMBER/
LOCATION OF
MEASURE (LIST ALL
MEASURES ON PLAN)
MEASURES INSTALLED SINCE LAS
REPORT
MEASURE
OPERATING
PROPERLY
(YES/NO)
SIGNIFICANT
DEVIATION
FROM PLAN?
(YES/NO)
DESCRIBE CORRECTIVE
ACTIONS NEEDED*
PROPOSED
DIMENSIONS
(FEET)
ACTUAL
DIMENSIONS
(FEET)
GROUND COVER ON
SLOPES (BY
LOCATION)
DATE PHASE OF
GRADING
COMPLETE
DATE GROUND
COVER
PROVIDED
IS GROUND COVER
SUFFICIENT TO RESTRAIN
EROSION? (YES/NO)
DESCRIBE CORRECTIVE
ACTIONS NEEDED
PERMANENT GROUND
COVER (BY LOCATION)
DATE
CONSTRUCTION
COMPLETE
DATE GROUND
COVER
PROVIDED
IS GROUND COVER
SUFFICIENT TO RESTRAIN
EROSION? (YESINO)
DESCRIBE CORRECTIVE
ACTIONS NEEDED*
LOCATION OF
DEVIATION OR
SEDIMENT DAMAGE
ACTIONS TAKEN TO CORRECT DEVIATION OR
RESTORE SEDIMENTATION DAMAGE
DATE ACTION TAKEN
USE ADDITIONAL SHEETS AS NECESSARY
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DATE:
02/26/2014 �
PROJECT NUMBER: U
0700172013 Z
DRAWN BY: W
J.EDWARDS Q
APPROVED BY:
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NTS (H)
(V) CW
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SHEET: W
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DEVELOPER NOTES:
1. ALTHOUGH THE CONTRACTOR EXCLUDES WORK REQUIRED THAT IS NOT SHOWN ON/IN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR'S PRICE
SPECIFICALLY INCLUDES ALL INCIDENTAL WORK THAT SHOULD BE TYPICALLY REQUIRED TO COMPLETE A COMMERCIAL PROJECT REGARDLESS OF
WHETHER SAID WORK IS REFLECTED IN THE PLANS OR SPECIFICATIONS, HOWEVER, A VALID CHANGE IN THE CONTRACT SCOPE WILL REQUIRE A CHANGE
ORDER AND SAID WORK WILL NOT BE PERFORMED WITHOUT A CHANGE ORDER.
2. CONTRACTOR AGREES THAT ITS BONDS AND BUILDERS RISK INSURANCE CARRIERS WILL REFLECT THE INTEREST OF THE OWNER, TENANT AND THE
OWNERS LENDERS AS MAY BE REASONABLE REQUIRED BY OWNER, INCLUDING BUT NOT LIMITED TO, REFLECTING THE OWNER AS AN ADDITIONAL INSURED
FOR THE PURPOSES OF PROVIDING ALL RISK PROPERTY INSURANCE.
3. CONTRACTOR SHALL OBTAIN A COPY OF ALL APPLICABLE PERMITS FOR THE PROJECT AND MAKE ADHERE TO ANY ITEMS NOTED OR REQUIRED PER THE
PERMITS.
4. THE CONTRACTOR'S PRICE INCLUDES:
A. APPROPRIATE BONDING FOR NCDOT WORK AND BUILDER'S RISK/LIABILITY INSURANCE IF APPLICABLE.
B. ALL PERMIT FEES AND TAP FEES AS OUTLINES IN THE GENERAL CONTRACT BID,
C. ALL FEES AND EXPENSES OF THE SOILS (AND OTHER) TESTING AGENCY (ICES) REQUIRED TO DEVELOP THE PROJECT IN ACCORDANCE WITH THE
CONTRACT.
D. ALL DEMOLITION AND CLEARING (AND OFF -SITE DISPOSAL OF DEMOLITION MATERIALS AND STUMPS) REQUIRED FOR THE PROJECT.
E. ALL ENERGY MANAGEMENT SYSTEMS, SWITCH GEAR, AND GENERATORS, SHOWN ON THE PLANS OR REFERENCED IN THE SPECIFICATIONS.
F. ALL UTILITY EXTENSIONS, ENTRY AND INSTALLATIONS REFERENCED IN THE PLANS AND SPECIFICATIONS INCLUDING ONSITE SEPTIC SYSTEMS.
G. ALL REQUIRED RAIN LEADERS, FIRE EXTINGUISHERS, SODDING AND SEEDING.
H. ALL ITEMS IDENTIFIED AS OWNER PROVIDED ITEMS; IN THE PLANS AND SPECIFICATIONS.
I. ALL ITEMS RELATED TO PROVIDING A COMPLETE COMMERCIAL PROJECT AS DEFINED IN THE PLANS AND SPECIFICATIONS.
J. ALL WORK RELATED TO PROVIDING COMPLETE EROSION CONTROL SERVICE FOR THE ENTIRE PROJECT, FOR THE DURATION OF THE
PROJECT. THIS INCLUDES THE CONTRACTOR BEING RESPONSIBLE FOR ANY FINES ASSOCIATED WITH THE CONTRACTOR'S FAILURE TO
STRICTLY ADHERE TO ANY AND ALL LOCAL, STATE, OR FEDERAL REQUIREMENTS. THIS ALSO INCLUDES THE CONTRACTOR PERFORMING ANY
AND ALL INSPECTIONS OF ITS EROSION CONTROL SYSTEM, MAKING REPORTS, AND COPYING THE OWNER OR ANY OTHER REQUIRED ENTITY
WITH SAID REPORTS. CONTRACTORS DUTIES RELATED TO EROSION CONTROL SHALL NOT END UNTIL THE CONTRACTOR HAS RECEIVED A
FINAL SIGN OFF FROM NCDENR OR LOCAL PROGRAM.
K. ALL WORK REQUIRED TO PROPERLY ADHERE TO ANY PERMITTING REQUIREMENTS, INCLUDING ACTUAL WORK, KEEPING OF PAPER WORK, INSPECTIONS,
AND FILING FOR COMPLETION NOTICES, AS REQUIRED IN THE PERMITS ATTACHED TO THE CONTRACT.
L. APPROPRIATE BONDING FOR THE STORMWATER BMP AS REQUIRED BY LOCAL AND STATE AGENCIES (IF PROJECT INCLUDES A STORMWATER BMP).
M. CAPPING OF ALL ON SITE WELLS.
N. PROPER REMOVAL OF ANY ABOVE GROUND OR BELOW GROUND STORAGE TANKS OR SEPTIC SYSTEMS.
5. CONTRACTOR SHALL FURNISH AN APPROPRIATE FOUNDATION SURVEY,
6. THE CONTRACTOR SHALL TIMELY ORDER ALL EQUIPMENT AND MATERIALS THAT HAVE LEAD TIMES POTENTIALLY IMPACTING THE SCHEDULE. THE
CONTRACTOR SHALL TIMELY PROVIDE OWNER WITH ALL REASONABLY REQUESTED WORK SCHEDULES INCLUDING RECOVERY AND/OR MILESTONE
SCHEDULES.
7. THE CONTRACTOR ACCEPTS THE RESPONSIBILITY TO COORDINATE BETWEEN THE CONTRACTOR'S TRADES (INCLUDING COORDINATION BETWEEN THE
ARCHITECTURAL AND CIVIL DRAWINGS) TO ENSURE THAT ALL NECESSARY SCOPES OF WORK ARE INCLUDED IN THE CONTRACTOR'S PRICE.
8. IN THE EVENT MEASUREMENTS OF SOIL MATERIALS BECOME NECESSARY, CONTRACTOR AGREES TO USE "IN PLACE" MEASUREMENT. THE CONTRACTOR'S
PRICE INCLUDES SOILS HANDLING IN A MANNER STRICTLY CONSISTENT WITH THE PLANS, SPECIFICATIONS, AND SOILS REPORT.
9. OWNER CHANGE ORDERS. ANY ITEM FOR WHICH THE CONTRACTOR MAY REQUEST AN OWNER CHANGE ORDER SHALL BE SUBMITTED IN ADVANCE TO
OWNER FOR OWNER'S WRITTEN APPROVAL PRIOR TO CONTRACTOR PERFORMING THE WORK. THE OWNER IS NOT FINANCIALLY RESPONSIBLE FOR ANY
CHANGE ORDER WORK PERFORMED WITHOUT WRITTEN APPROVAL.
10. AS CONSTRUCTION NEARS COMPLETION, THE CONTRACTOR SHALL SUBMIT TO THE OWNER APPROPRIATE "FIRM UP" LETTERS) THAT THE OWNER OR
TENANT MAY RELY UPON.
11. ROCK:
A. IN NO CIRCUMSTANCE WILL OWNER PAY FOR ROCK COST IF THE ROCK CAN BE RIPPED WITH A D-8 DOZER OR EQUIVALENT. THE QUANTITY OF ANY ROCK
SHALL BE MEASURED PRIOR TO BLASTING.
B. IN THE EVENT OF ROCK THE CONTRACTOR SHALL TIMELY PROVIDE ROCK BLASTING LIABILITY INSURANCE TO OWNER NAMING OWNER AS CERTIFICATE
HOLDER AND ADDITIONAL INSURED TOGETHER WITH THE APPROPRIATE CERTIFICATES OF INSURANCE. SAID INSURANCE SHALL BE FROM A FINANCIALLY
STABLE INSURANCE CARRIER LICENSED TO DO BUSINESS IN THE STATE OF NORTH CAROLINA. FURTHER, CONTRACTOR HEREBY INDEMNIFIES AND SAVES
OWNER HARMLESS FROM ANY LIABILITY RELATED TO ROCK BLASTING.
12. THE CONTRACTOR'S EXCLUSION OF UNDERCUTTING UNSUITABLE CUT EXCAVATIONS ASSUMES THAT THE CONTRACTOR HAS DILIGENTLY PROTECTED THE
CUT EXCAVATIONS AND NOT ALLOWED PONDING IN UNPROTECTED AREAS.
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CALCULATED POINT cti 3Q0 P L ID# 01144013A
DEED B . PG: 790
EDGE OF WATER /� _► 5'770 ZONED RA -
EXISTING POND - >r 40
166 88, FOUND "PK" NAIL
NORMAL POOL ELEV. = 502.70 FOUND 5/8" REBAR '13' CREEK /
I ` / FOUND 1/2" REBAR 25 �Ei
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SAC/ SET 5/8" CAPPED REBAR
SIG BUFFER
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FIRE DEPARTMENT
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PARCEL ID# 01144014 FENCE TO BE INSTALLED ALONG
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REF. DEED BK: 5773, PG: 867 h�
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DOLLAR GENERAL
9,100 SQ.FT. /
32 PARKING SPACES '
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/ NAIL
BOLLARDS
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PARCEL ID# 01144017
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PARKING REQUIREMENTS
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TOTAL PROVIDED 32 SPACES
LEGEND
— — PROPERTY LINE
— — — —100 — — — — EXISTING CONTOURS
1' c0 PROPOSED CONTOURS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2, ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANTS PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES
SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC DEVICES, 2012
EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN
NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS
SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS,
PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES WITH
OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT
SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY
TO INSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL SAW -CUT AND
TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS
DIRECTED BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL
INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE
"MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF
AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10.CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE
SOILS ENGINEER.
11. ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES
AND DISPOSED OF OFF -SITE, INCLUDING ALL ATTACHED UTILITIES AND
APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED TO
THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS
INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS HEAVY DUTY PAVING SHALL BE
CONSTRUCTED AS STANDARD DUTY PAVING (SEE DETAILS FOR STANDARD
AND HEAVY DUTY PAVING REQUIREMENTS).
13. ALL SIGNS SHALL MEET LOCAL REQ
UIREMENTS.
QUIREMENTS.
14. PAINTED STANDARD PARKING SPACE AND ISLAND STRIPE COLOR SHALL BE
YELLOW FOR ASPHALT PAVEMENT AND CONCRETE PAVEMENT. COLOR FOR
PAINTED HANDICAP ACCESSIBLE PARKING SPACE STRIPES, ACCESS AISLE
OR ISLAND STRIPES, HANDICAP SYMBOLS, SHALL BE PAINTED PER THE
REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. BOLLARDS
SHALL BE PAINTED YELLOW. PAINT SHALL BE REFLECTIVE TYPE.
STRIPING LEGEND
SURFACES SHOULD BE CLEAN,
DRY AND METAL SURFACES FREE
YELLOW CURBING AND BOLLARDS -
OF HEAVY RUST. 2 COASTS
PARKING LOT
SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
SURFACES SHOULD BE CLEAN,
STRIPING - PARKING LOT
DRY. TOP COAT SHERWIN
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT YELLOW TM5495
SURFACES SHOULD BE CLEAN,
HANDICAP STRIPING - PARKING LOT
DRY, TOP COAT SHERWIN
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT "H.C." BLUE
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PROJECT NUMBER: U
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DEED B PG.790
EDGE OF WATER D /0 �= �'/7- ZONED
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NORMAL POOL ELEV. = 502.70 _ A
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FENCE TO BE INSTALLED ALONG
EXTENTS OF RETAINING WALL
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2/12/20114 \ / 5 VENTURE PROPERTIES VII, LLC` .
PARCEL ID#:01144015 1 /
2/26/2014
9 / REF. DEED BK. 5773, PG: 86 A
CONTRACTOR RESPONSIBLE 2.001 ACTQTAL
FOR STRUCTURAL DESIGN
OFTHECHAMBEKS fr %
l/i`
10' W x 35' L UNDERGROUND 8"HDPE
SAND FILTER WITH INTERNAL 3. $CH 40 PVC S' r
BYPASS�SEE DET. 1/D6 �� ' OUTLtT �
MASONRY RETAINING WALL
JUNCTION BOX I / 'DOLLAR�ENERAL
15" HDPE IN. INV. = 513.75 _ \ / ti9, 00 SQ. FT. /
15"HDPE OU INV. = 513.65 V / 2 PARKING PACES
SEE DET. 2/D6/ _ F F.E: - 523
�5 on
CURB INLET.. ,
FLOW SPLITTtR -
_ ---- SEE DET. 2/D4 '.
15" HDPE INV. IN = 59`7.00 ♦ INV. IN = 517.25
6" HDP€ ROOF', V / UQVJOUT=
15" HDPE INV. OUT=�14.00 ♦ INV. OUT = 517.15 /� \pRAINS \ p 1 61
12" HDPF-4ML edf= 514.00
fi ORIrICE INV. OUT = 514.00 / a SSE 8"HDPE \ \ \
4' WEIR ELEV. 516.00 �' / /
SEE DET. 41D4 / FO N PK
„
/ /CURB I 1 ' ,. 6„'HDPE ROOF, I V, / / / U D
/ DRAINS / 51 BB / / n NAIL
POLE BASE /
GREGORY SCOTT KUNTZ
PARCEL ID# 01144017
DEED BK: 513, PG: 098
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BRIVEWAY I INV IN I f
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525 DROP lil 6l T I /
SEE DET.3/DN ,ROPINLET -1 \ 't
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© COPYRIGHT 2014 BY BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED. OR GIVEN TO OTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PI. AN ..... UT THE WRITTEN CONSENT OF BLUE RIDGE ENVIRONMENTAL CONSULTANTS, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
T 7 - -
LEGEND
- - PROPERTY LINE
- - - - EXISTING CONTOURS
�1oa PROPOSED CONTOURS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION,
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN
AREAS TO RECEIVE PAVEMENT/GRAVEL AND TOP OF TOPSOIL IN AREAS TO
BE SEEDED AND/OR LANDSCAPED.
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED
AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES
OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR
CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN
CONNECTION WITH ALTERATION OF OR RELOCATION OF THE FACILITY.
4. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM
CLEARING AND GRUBBING SHALL BE DISPOSED TO AN APPROVED OFF SITE
LOCATION BY CONTRACTOR,
6. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS
ENCOUNTERED.
7. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND
MARK OUT THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS
SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF
CONSTRUCTION. LACK OF PROPER WORKING POINTS AND GRADE STAKES
MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES
HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES.
ENGINEER MAKES NO STATEMENT EITHER IMPLIED OR EXPRESSED
REGARDING CUT/FILL QUANTITIES.
9. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW
FINISHED FLOOR AT ALL NON -PAVED AREAS.
10. TOP SOIL, SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED
AND REDISTRIBUTED OVER GRADED AREAS, PROVIDE EROSION AND
SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION.
11. TILL SOIL TO A DEPTH OF 4" MINIMUM.
12. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.
13. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH SOIL TIGHT JOINTS AND
DUAL WALL FITTINGS OR APPROVED EQUAL.
ABBREVATIONS
TC
TOP OF CURB
BC
BOTTOM OF CURB
TOR
TOP OF RAMP
BOR
BOTTOM OF RAMP
TOW
TOP OF WALL
BOW
BOTTOM OF WALL
BOD
BOTTOM OF DITCH
HP
HIGH POINT
EX. TC
EXISTING TOP OF CURB
EX. BC
EXISTING BOTTOM OF CURB
EP
EDGE OF PAVEMENT
EC
EDGE OF CONCRETE
NO WETLANDS PRESENT ON SITE
AS DETERMINED BY DEREK
GODDARD SEE INCLUDED
PROFESSIONAL QUALIFICATIONS.
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DATE:
02/26/2014 >.
PROJECT NUMBER: C)
0700172013 Z
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APPROVED BY
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0
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CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
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014311E JAMES F MCCLELLAN JR
CALCULATED POINT 30•pp' P LID# 011440 / r
_ -_ DEED B PG: 79090
EDGE OF WATER
PON d / O S7 ZONED RA-
° o• _ 40 43
EXISTING POND _ __ _ E - 166 .� FOUND "PK" NAIL
NORMAL POOL ELEV. = 502.70 _(
FOUND 5/8" REBAR 38
CREEK
FOUND -112" REBAR SED
\505aiN 25SiPjs\tE � I — — J
502 8801 F.36" CP• j/• INVIN=
502.54'
15" HDPE
40B1NG ' / SET 5/8" CAPPED REBAR
6" SCH 40 PVC / �/*
50' POND
_
POST CONSTRUCTION #3
15% IMPERVIOU
/
PRE -CONSTRUCTION: 1
1.95± ACRES
F
32.3%IMPERVIOUS � �, / � � , o
!//�
NEW SALEM VOLUNTEER RETAINING WALL T E \ / /
FIRE DEPARTMENT DESIGNED BY OTHERS. S TY
FENCE TO BE INSTALLED LONG,,_ h /
PARCEL ID# 01144014q� r
DEED BK: 203, PG: 236 EXTENTS OF RETAI G WALL
,� / ..�• 52230`BOfi
ZONED B 4 S DET. 3/D4
CONTRACTOR RESPONSIBLE i
FOR STRUCTURAL DESIGN,, I
OF THE CHAMBERS /
10' W x 35' L UNDERGROUND L�
SAND FILTER WITH INTERNAL
BYPArSS SEE DET. 1/D6 ?
i
MASONRY RETAINING WALL j
i r i
JUNCTION BOX /
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v Z 'PARCEL I
REF 1 1
WF4 Fill
of -�
1• t •
C
DO LAR
HDPE • SEE DET. 2/D6/ OPACES
=�. 01
RB INLET,
15" HDPE INV. IN = 5t7.00 fto
15" HDPE INV. OUT=�14.00
12" HDPE4NV Odf 514.00
fi QRIrICEINV.OUT=514.00 !1 n
4' WEIR ELEV. 516.00
SEE DET. 4/D4 jr
/CURB 1 1-
— POLE 'BASE /
�R� I � • ti� 4
t
R
1
DRIVEWAY R
dr a PROFILE
� R
� 525
/ r
POINT IN CENTER \ o
OF NC 218 \ o
INV IN = 517.25 \ \
6" HDPF ROOF
INV. OUT = 517.15 61
8" HDPE \
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fpNAIL
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PARCEL I 1 • 01144017
ZONED B-4
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8" HDPE
DROPIN6€T
SEE DET. 3/D2. \ PROP INLET -1
cPOST CONSTRUCTION #1
v p .49± CRE \\
RVI US
p\
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POINT IN CENTER \
OF NC218 \ �•
LEGEND
- - PROPERTY LINE
- - - - EXISTING CONTOURS
—� PROPOSED CONTOURS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4, EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN
AREAS TO RECEIVE PAVEMENT/GRAVEL AND TOP OF TOPSOIL IN AREAS TO
BE SEEDED AND/OR LANDSCAPED.
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED
AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES
OR FIRMS HAVING FACILITIES ON OR ADJACENT TO THE SITE BEFORE
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR
CONNECTING TO SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN
CONNECTION WITH ALTERATION OF OR RELOCATION OF THE FACILITY.
4. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
5. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM
CLEARING AND GRUBBING SHALL BE DISPOSED TO AN APPROVED OFF SITE
LOCATION BY CONTRACTOR.
6. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS
ENCOUNTERED.
7. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND
MARK OUT THE ITEMS ESTABLISHED BY THE SITE PLAN. CONTROL POINTS
SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF
CONSTRUCTION. LACK OF PROPER WORKING POINTS AND GRADE STAKES
MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH POINTS AND GRADES
HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
8. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES.
ENGINEER MAKES NO STATEMENT EITHER IMPLIED OR EXPRESSED
REGARDING CUT/FILL QUANTITIES.
9. FINISHED GRADE AT EXTERIOR WALLS SHALL BE A MINIMUM OF 6" BELOW
FINISHED FLOOR AT ALL NON -PAVED AREAS.
10. TOP SOIL, SHALL BE STRIPPED FROM ALL CUT AND FILL AREAS, STOCKPILED I
AND REDISTRIBUTED OVER GRADED AREAS, PROVIDE EROSION AND
SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION.
11. TILL SOIL TO A DEPTH OF 4" MINIMUM.
12. REMOVE ALL ROCKS LARGER THAN 1" MEASURED IN LARGEST DIRECTION.
13. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH SOIL TIGHT JOINTS AND
DUAL WALL FITTINGS OR APPROVED EQUAL.
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PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
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SCALE:
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BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
v 40' 43_1,E JAMES F MCCLELLAN JR
CALCULATED POINT `3p• 00, P L ID# 01144013A
r -- DEED B . PG: 790
EDGE OF WATER PONQ / �� S7/� ZONED
40'43"E /
/ l
EXISTING POND 16
T "' FOUND "PK" NAIL /
NORMAL POOL ELEV. = 502.70 • 13 I �TAL)_
• _ - I / B' W z 16' L TEMPORA� CREEK r • RY
30'Wx90'Lx3'DSKIMMER BASIN OUTLET PROTECTION
/
1.5" SKIMMER WITH 1.4" KNOCKOUT ORIFICE \ SEE DET. 5/D3
EMERGENCY SPILLWAY = 507.00 �505 --'--- -- , \\ 2880,
SEE DET. 1-3/D3
_
/ %8'� __. _. SET 5/8" CAPPED REBAR V/� / �' __ t
I
r
/ .
�I
r _
DITCH TO BE LINED WITH I �ReFp - TEMPORARY
CURLEX II SEE DET. 1/D4DIVERSION 0 /
SEE DIET. '8/D2LO
_
RETAINING WALL TO BE
NEW SALEM VOLUNTEER DESIGNED BY OTHERS. SAFETY '� / ' .. ° r ,°Go
FIRE DEPARTMENT FENCE TO BE INSTALLED ALONG.. h
PARCEL ID#01144014 q� ° q� STONE OUTLET
EXTENTS OF RETAINING WALL
DEED BK: 203, PG 236 - ° v / / / / / i= SEE DET. 7/D3
SEE DET. 3/D4 e' 1 \ \ / / / /
ZONED B 4jA
/ / `
\ �t
OUTLET PROTECTION ^ D R
SEE,DET.7/D2 �F` \ _ / / / / /o
\ \ / VENTURE PROPERTIES VII, LLC`
SILT FENCE PARCEL ID#: 01144015
SEE DET. 5/D2
REF. DEED BK: 5773, PG: 867
2.001 AC rrOTAL
/ �S TEMPORARY
20 v DIVERSIONco
SEE DL=T 8/D2
1
SILT FENCE
pp V A 4 �j SEE DET 5/D2
MASONRY RETAINING WALL
_ \ / DOLLAR�ENERAL j
/ l \
i
. N CE ^`
\ LIMITS OF DISTURBANCE
/ ! F.F.E' 523bQ
/ y � � / 1.77t ACRES
t, /
� l ,
_ /CURB I 1 ` \ \ / FOLAD „PK„
t
NAfL
POLE BASE
GREGORY SCOTT KUNTZ
PARCEL ID# 01144017
DEED BK: 513, PG: 098
ZONED B-4
�� I /• / \ V \� F� // . A / r / / / DITCH TO BE LINED
i
WITH CURL EX II SEE SB-1 CALCULATIONS
DET. I ID4 1. DA = 1.77 ACRES
2. DU = 1.77 ACRES
3. to =5 minutes
q
l / i-.5nr
R INLET PROTEQTI 6. Q10 = CiDA = (0.6)(7.54)(1.77) = 8.01 ft3/s i
SEE DET.61DD2 V �_ r r 7. SAreq = 325Q10 = (325)(8.01) = 2,604 ft23
- a 8. V eQ = 1800DU = (1800)(1.77) - 3,168 ft
\\ 525 4 \ \
\ i
PROP INLET 1 ` / r , 3.0
10. depth 0
11. W= 30 ft - L = 90 ft
12. SApvd _ (30)(90) = 2,700 ft2
13. V 6,084 tP
14. V = 4,504 ti3
POINT IN CENTER
OFNC218 0 t V�x� /may / r 15. T�water 3 days
s
j f ti
f
` \ 's 16. Qdewater = V j
17. Baffles:
top 2 dewater= 1, 501 It%
es
81= 0.35L = (0.35) (90) = 31.5 It
"�Tyc A / �� ��o� / b. B2 = BY + 0.25L = 31.5 + (0.25)(90) = 54 It
c. 63 = 82 + 0.25E = 54 + (0.25) (90) = 76.5 ft
11
I e, 49 \ l TEMPORARY DIVERSION CALCULATIONS
w
0 `
R ' tiSso �'�� - ` 1. S = 0.06 ft/ft
0 �s 2. b = 1 ft, Z = 2 ft/ft, Q = 13.08 ft3/s
\R* 2 S3" �0 , R� / j --- l 3. Liner = American Excelsior Curlex II = n = 0.035 r = 2 25 lbs/ft2
R� 4p�T I
\R� 1
\R
�Iv\
R�
\R
R�
\a
R�\R
�\R
�\R
P
4. Solve Qr1 149�S AR2 = 0 b trial and error, d = 0.1 It
( )- 3 - Y normal -
\ TEMPORARY CONSTRUCTION 5. R = A/Pw = 1.9113.58 = 0.53 ft
E7 5l8 PED.._ . R 'w
A ENTRANCE SEE DET. 4/D2 6. To = yRS = (62.4)(0.53)(0.06) = 2.00 Ibs/ft2 < rp
LEGEND
- - PROPERTY LINE
- - - -100 - - - - EXISTING CONTOURS
^� PROPOSED CONTOURS
SILT FENCE
TEMPORARY DIVERSION
m m m m m m LIMITS OF DISTURBANCE
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
EXISTING BUILDING DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION
CONTROL REQUIREMENTS AND SHALL COMPLY WITH THE LATEST EDITION
OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION
CONTROL DEVICES AND STORMWATER RUNOFF DISCHARGES FROM EACH
OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24
HOURS AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON
SITE, AND A RECORD OF RAINFALL AMOUNTS AND DATES MUST BE
RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES
AND OUTFALLS SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE
THE DISTURBED LIMITS SHOULD BE NOTED. ANY ACTIONS TO CONTROL
FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A
SAMPLE LOG FOR RECORD KEEPING IS AVAILABLE FROM NCDENR
DIVISION OF WATER QUALITY, STORMWATER AND GENERAL PERMITS
UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH
RUNOFF PRODUCING STORM EVENT AND MAKE ANY NECESSARY REPAIRS
AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS
WHEN DEPOSITS REACH HALF CAPACITY, REPAIR ANY BREAKS
IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL
FINES LEVIED DUE TO NOT MAINTAINING PROPER EROSION CONTROL
MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY
EXCAVATION.
4. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO PROVIDE
ACCESS FROM ARMY ROAD.
5. INSTALL SILT FENCE AND STONE OUTLET ALONG LIMITS OF DISTURBANCE.
DO NOT DISTURB SEPTIC AREA DURING SILT FENCE INSTALLATION.
6. INSTALL SKIMMER BASIN WITH FAIRCLOTH SKIMMER. SKIMMER BASIN IS
TO REMAIN IN PLACE DURING MASS GRADING OPERATIONS.
7. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER
BASIN. ADJUST TEMPORARY DIVERSIONS AS NECESSARY AS FILL
PROGRESSES.
8. INSTALL RETAINING WALL. PLACE FILL IN REQUIRED LIFTS AS RETAINING
WALL IS ERECTED. ALL OFF -SITE FILL MUST COME FROM AN APPROVED
SITE. CONTRACTOR IS RESPONSIBLE FOR PERMITTING BORROW SITE.
ADJUST TEMPORARY DIVERSIONS AS NECESSARY TO TO CONVEY RUNOFF
AROUND WALL TO SKIMMER BASIN.
9. PROCEED WITH MASS GRADING OPERATIONS. STABILIZE AREA WITH SEED
AND STONE BEFORE PROCEEDING TO FINISH GRADING. INSTALL DITCH
LINERS AS SWALES ARE GRADED.
9. INSTALL SAND FILTER.
10. INSTALL CATCH BASIN AND CURB INLET WITH INLET PROTECTION AND PIPE
NETWORK WITH OUTLET PROTECTION. DO NOT CONNECT STORMWATER
NETWORK TO SAND FILTER UNTIL SITE IS STABILIZED.
11. SEED ALL EXPOSED AREAS PER NPDES SEE SHEET CS2.
12. REMOVE EROSION CONTROL MEASURES AFTER SITE STABILIZATION AND
RELEASE BY PERMITTING AUTHORITIES.
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DATE: w
02I06I2014 �
PROJECT NUMBER: C )
0700172013 Z
DRAWN BY: L U
J.EDWARDS Q
APPROVED BY:
J.CHURCH O
SCALE: LL
1" = 20' (H)
M CO
SHEET: J
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DOIKIT im rC:KITCD
0' 43_°E JAMES F MCCLELLAN JR i
CALCULATED POINT�I � 30.00' P LID# 01144013A
EDGE OF WATER / �� /�O _ S° DEED B PG: 790 /
PON /�- _= 40 ZONED RA- f
43 166.
EXISTING POND �� $$ FOUND 'I NAIL /
NORMAL POOL ELEV. = 502.70 t OTq� i
FOUND 5/8" REBAR i ,�. 5
' �� CREEK
/ FOUND 1l'2_REBAR 25 /EV� �P� ' _ ryo� / 2120/201EVIS'4
2$•$0
/ �0 BIDING i SET 5/8" CAPPED REBAR
/ SIC BUFFER
/ 50' POND SEP � r� i
/ TO 1 f
/ a
NEW SALEM VOLUNTEER / , °
RETAINING WALL TO BE CO i
/ / a
DESIGNED BY OTHERS. SAFETY
FIRE DEPARTMENT FENCE TO BE INSTALLED ALONG h /
PARCEL ID# 01144014 W / 4
EXTENTS OF RETAINING WALL
DEED BK: 203, PG: 236 V 9 / _
ZONED B-4 SEE DET. 3/D4 hoe/ a q 4 /
�^ (yam <-4
IF/
D REBAR / JA
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TSCH40PV/SLEEVE /.Q
7
VENTURE PROPERTIES VII, LLC
PARCEL ID#:01144015
REF. DEED BK: 5773, PG: 867
/ 2.001 AC TOTAL / ve a f
q h // WQCi �
�'/
MASONRY RETAINING WALL
DOLLAR GENERAL / a f
9,100 SQ.FT. / //f
32 PARKING SPACES
/ 1" ELECTRICAL CONDUIT
/ F.F.E. = 523.00 a
O
FOUND "PK"
SEE SHEET C4.2 / / / i NAIL
POLE BASE / �/ ` EXISTING WELL TO BE FOR SEPTIC DESIGN
BANDONED (SEE UNION
A / COUNTY HEALTH / a J GREGORY SCOTT KUNTZ
DEPARTMENT PERMIT. / / / PARCEL ID#01144017
/ AK DONMENT SHALL S,0 a i DEED BK: 513, PG: 098
RM��WA COPPER IRRIGATION
\R BE PEDIVISION OF ZONED B-4
BY OTHERS
WATERIWALITY OR O / a a WATER LINE (IRRIGATION
LOCAL HEAL'ItSDEPT.
q� o REGULAY / a / / / 3/4" RPZ BACKFLOW PREVENTION
\ / �"Q WITH BF PRODUCTS, INC. HEATED
FIBERGLASS ENCLOSURE (MODEL
#232-APD) SEE DET 3-4/D6
� 1" ELECTRICAL �
I'V// a
R�
WIA
VICOPPER WATER LI a /
�-pip A \ \ (BACKFLOW PREVENTION
INSTALL PRESSURE REDUCING VALVE ON
i WATER TAP AS REQUIRED BY UNION
EXISTING METER TO COUNTY PUBLIC WORKS
BE USED FOR 3/4"
IRRIGATION LINE REVISION
\ LOCATED INSIDE BUILDING) a / a f / 2/20/2014
\ / / EXISTING 8" PVC (C-900)
'"ten a a a WATER MAIN 2/242014
a� WATER SERVICE IS LOCATED ACROSS ARMY ROAD.
TAP WILL REQUIRE BORE UNDER ARMY ROAD
ti CONTRACTOR IS RESPONSIBLE FOR MAKING TAP.
/�� / COORDINATE WITH UNION COUNTY PUBLIC WORKS
/ f DEPARTMENT. SEE UNION COUNTY DET. 5
ti
a / 1" COPPER SERVICE LINE
K Cp f
1" POTABLE WATER
/� METER SEE UNION
/ a / l�J=�� + COUNTY DET. 6
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LEGEND
— — PROPERTY LINE
— — — —1D0 — — — — EXISTING CONTOURS
^� PROPOSED CONTOURS
P OVERHEAD ELECTRIC
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
ON -SITE UTILITY NOTES
1. FOR GENERAL SITE WORK, SEE SHEET Cl.
2. ALL SANITARY SEWER PIPE SHALL BE SCH 40 PVC PIPE (BEDDED IN STONE)
CONFORMING TO ALL STATE AND LOCAL STANDARDS.
3. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO
POINTS OF THE WATER AND SEWER LINE IS TEN FEET (10'). THE MINIMUM
VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE
WATER AND SEWER LINE IS EIGHTEEN INCHES (18').
4. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL
END 5' FROM THE EDGE OF BUILDING AS SHOWN ON PLAN AND SHALL BE
PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
EXTEND AS NECESSARY).
5. ALL GATE VALVESIBOXES SHALL BE TO TOWN/CITY STANDARDS.
6. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE
WITH FEDERAL OSHA REGULATIONS.
7. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES
HAVING JURISDICTION OVER THIS SYSTEM PRIOR TO COMPLETION.
8. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH
SITE WORK SPECIFICATIONS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST ASSOCIATED WITH
INSTALLING TRANSFORMERS. LOCATION SHOWN ON PLANS IS
APPROXIMATE. CONTRACTOR TO COORDINATE EXACT LOCATION WITH
POWER SUPPLIER.
10. SEE MECHANICAL SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT
OF THE BUILDING.
LOCAL UTILITY COMPANIES
UTILITY
COMPANY NAME
PHONE
WATER
UNION COUNTY PUBLIC WORKS
(704) 2964210
POWER
DUKE ENERGY
[phone]
TELEPHONE
AT&T
[phone]
SANITARY SEWER
UNION COUNTY HEALTH DEPARTMENT
[phone]
20 10 0 20 40
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32 PARKING SPACES
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A. 4" INCOMING SEWER LINE FROM BUILDING
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D. 4" GRAVITY DISCHARGE LINE FROM SEPTIC TANK TO PRETREAT UNIT
E. 1,060 GALLON FRALO PRE -TREAT HDPE TANK 62" W X 133" L X 51" H CONTAINING A SEPTITECH M4000V ENGINEERED
PRETREAT UNIT (TANK ID:M4000V), SEE DET. 6/D4. GOULDS LSP03 PUMP BACK AND DISCHARGE PUMP AND TSURUMI
50PN23.25S RECIRCULATING PUMP
F. 2" PVC AIR INTAKE LINE WITH AIR-INTAKE SNORKEL
G. 1-1/2" PUMP -BACK LINE FROM PRETREAT UNIT TO SEPTIC TANK
SITE
H. 3/4" PVC ELECTRICAL CONDUIT TO BUILDING PANEL, WITH 1-120V, 1-PHASE, 20-AMP CIRCUIT FOR PUMP POWER AND 1-120V,
1-PHASE, 15A CIRCUIT FOR ALARM AND CONTROLS
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J. 1-1/2" PIPE FROM PRETREAT DISCHARGE PUMP TO PUMP TANK
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L. 1,000 GALLON PRECAST CONCRETE PUMP TANK 61" W X 97" L X 59" H WITH *DRIP SYSTEM DISCHARGE PUMP AND FLOAT
TREE (TANK ID: DELLINGER-PT-2831000), SEE DET. 5/D4, 5/D5
M. * DRIP SYSTEM CONTROL PANEL, SEE DET. 6/D5
N. 1-112" PVC ELECTRICAL CONDUIT FROM PUMP TANK TO DRIP CONTROL PANEL
0. 1-1/2" DISCHARGE PIPING FROM DRIP SYSTEM PUMP TO HEADWORKS UNIT
P. * DRIP SYSTEM HEADWORKS UNIT WITH INSULATED VALVE BOX ENCLOSURE, SEE DET. 1/D5
R. 1-1/2" PVC BACKWASH LINE FROM HEADWORKS UNIT TO SEPTIC TANK
VICINITY MAP
S. 1" PVC RETURN LINE FROM DRIP SYSTEM RETURN MANIFOLD TO HEADWORKS UNIT
(NTS)
T. 1" PVC SUPPLY LINE FROM DRIP SYSTEM HEADWORKS UNIT TO SUPPLY MANIFOLD
U. * DRIP SYSTEM SUPPLY MANIFOLD WITH AIR RELEASE VALVE,
SEE DET. 2/D5
V. * DRIP SYSTEM RETURN MANIFOLD, WITH AIR RELEASE VALVE AND CHECK VALVE, SEE DET. 2/D5
LEGEND
W. * 125' DRIP TUBING, INSTALLED 6" BELOW GRADE, 2' ON CENTER BETWEEN ROWS, SEE DET. 2/D5
X. BLACK SCH. 40 FLEX HOSE AND FITTINGS, SEE DET.4/D5
- - PROPERTY LINE
Y. 1/2" SCHEDULE 40 PVC
- - - -100 - - - - EXISTING CONTOURS
Z. 1" ELECTRICAL CONDUIT FROM DRIP SYSTEM HEADWORKS TO CONTROL PANEL
COMPONENTS ARE PART OF AMERICAN MANUFACTURING COMPANY DRIP KIT MODEL ASD151-S122. VERIFY KIT
PROPOSED CONTOURS
COMPONENTS WITH MANUFACTURER.
P OVERHEAD ELECTRIC
DRIP SYSTEM GENERAL INFORMATION
1. ALL TANK LOCATIONS AND EACH DRIP LINE END SHALL BE FLAGGED AND IDENTIFIED PRIOR TO STARTING THE PROJECT.
2. A PRE -CONSTRUCTION MEETING SHALL ALSO BE HELD WITH THE COUNTY REPRESENTATIVE, SOIL SCIENTIST, SYSTEM
ON -SITE SEPTIC SYSTEM COMPONENT ELEVATIONS
DESIGNER AND INSTALLING CONTRACTOR PRIOR TO STARTING INSTALLATION.
(INNOVATIVE WASTEWATER SYSTEM NO: IWWS-93-1-R6B)
3. DRIP LINE SHALL BE INSTALLED 6" BELOW THE SURFACE, 2' ON CENTER AND INSTALLED ON CONTOUR.
(CONTROLLED DEMONSTRATION NO: CDWS-2006-01)
4. DRIP LINES SHALL BE INSTALLED TO MAINTAIN MINIMUM SETBACK OF 10' OFF THE RETAINING WALL AND 10' OFF THE
PROPERTY LINE.
PROPOSED GRADE ELEVATION AT TANK LOCATION: 523.00'
5. THERE IS VERY FEW STUMPS AND TREES IN THE INITIAL DRIP AREA SO BLANKING SHALL BE MINIMAL.
TOP OF SEPTIC TANK: 520.68'
6. TANKS SHALL BE LOCATED 5' FROM THE BUILDING FOUNDATION AND SHALL BE SPACED A MINIMUM OF 2' APART.
BOTTOM OF SEPTIC TANK: TANK IS 63" TALL: 515.43'
7. PRETREAT SYSTEM SHALL BE INSTALLED TO PERFORM AT A TS2 LEVEL OF TREATMENT.
BOTTOM OF SEPTIC TANK INLET, 50"AFF: 519.59'
8. REPAIR AREAS SHALL BE DESIGNATED FOR FUTURE USE AND SHALL BE LEFT UNDISTURBED.
BOTTOM OF SEPTIC TANK OUTLET, 48" AFF: 519.43'
9. INITIAL DRIP FIELD AREA SHALL BE MARKED PROTECTED FROM TRAFFIC DURING CONSTRUCTION.
TOP OF PRE-TREATMENT TANK: 520.00'
SEPTI TECH GENERAL NOTES
BOTTOM OF PRE-TREATMENT TANK: TANK IS 51"TALL: 515.75'
BOTTOM OF PRE-TREATMENT TANK INLET, 43" AFF: 519.33'
• TANK INSTALLATIONS REQUIRING A DEPTH GREATER THAN 24-INCHES FROM TOP OF TANK TO FINISHED GRADE NEED
BOTTOM OF PRE-TREATMENT TANK OUTLET, 40" AFF: 519.08'
PRIOR APPROVAL FROM SEPTITECH.
BOTTOM OF PRE -TREAT DISCHARGE, 9" BELOW TOP OF TANK: 519.25'
• TANK RISERS REQUIRED TO BRING THE ALUMINUM HATCHES TO GRADE ARE THE RESPONSIBILITY OF THE
BOTTOM FLOAT HEIGHT, 18" ABOVE TANK FLOOR: 517.25'
CONTRACTOR.
HIGH-LEVEL ALARM FLOAT IN PRE -TREAT, 24" ABOVE TANK FLOOR: 517.75'
• TANK(S) SHALL BE INSTALLED WITH A MINIMUM OF 12-INCHES OF COMPACTED CRUSHED STONE BEDDING. SELECT
FILL SHALL BE USED FOR BACKFILLING AROUND TANKS.
TOP OF PUMP TANK: 520.00'
• WATER TESTING: CONTRACTOR IS RESPONSIBLE FOR WATER TESTING THE CONCRETE TANK(S) ONCE THE TANK(S)
BOTTOM OF PUMP TANK, TANK IS 59" TALL: 515.08'
INSTALLATION HAS BEEN COMPLETED AND ALLOWED TO SET OVERNIGHT. WATER TESTING SHALL BE CONDUCTED IN
BOTTOM OF PUMP TANK INLET, 47" AFF: 518.99,
ACCORDANCE WITH ASTM C1227.9.2.
BOTTOM OF PUMP TANK OUTLET, 45" AFF: 518.82'
• CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CLEAN WATER FOR THE TESTING AND FILLING THE TANKS.
DRIP SYSTEM REDUNDANT OFF FLOAT, 18" ABOVE PUMP TANK FLOOR: 516.58'
• EXTERIOR PIPING: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING AND INSTALLING ALL EXTERIOR PIPING PER
DRIP SYSTEM DOSE -ENABLE FLOAT, 23" ABOVE PUMP TANK FLOOR: 516.99'
SEPTITECH INSTALLATION DRAWINGS.
DRIP SYSTEM PEAK -ENABLE FLOAT, 30" ABOVE PUMP TANK FLOOR: 517.58'
• AIR INTAKE PIPING: AIR INTAKE SNORKEL SHALL BE INSTALLED WITHIN 100 FEET OF THE PROCESSOR TANK. AIR
DRIP SYSTEM HIGH-LEVEL ALARM FLOAT, 33" ABOVE PUMP TANK FLOOR: 517.83'
INTAKE PIPING SHALL BE INSTALLED SUCH THAT A POSITIVE PITCH IS PROVIDED BACK TOWARDS THE PROCESSOR
TANK.
SEPTIC DESIGN NOTES:
• PIPE INSULATION: CONTRACTOR IS RESPONSIBLE FOR INSULATING ALL PIPING EXTERIOR TO THE SEPTITECH
1. TOTAL COMMERCIAL AREA = 9,100 FT'
2 TOTAL RETAIL SALES AREA (RSA) = 7,106 FT
PROCESSOR INCLUDING THE DISCHARGE LINE FROM THE PROCESSOR TO THE DISPOSAL FIELD.
3. TANK DESIGN FLOW (Q) =120 GPD/1,000 FT2 RSA = (120)(7.106) = 853 GPD
• TANK INSULATION IN COLD CLIMATES: AFTER CONCRETE TANKS HAVE BEEN INSTALLED AND WATER TESTING IS
(PER 15A NCAC 18A.1949)
COMPLETED, CONTRACTOR SHALL INSULATE THE TOP AND SIDES OF THE PROCESSOR TANK BELOW FROST DEPTH
4. DRAIN FIELD DESIGN FLOW = 200 GPD (PER NC EHS MEMORANDUM FOR
(4-FEET MIN.) DOWN THE SIDES OF THE TANK WITH 2" RIGID FOAM (BLUE) BOARD INSULATION AND THEN COMPLETE
DOLLAR GENERAL FLOW REDUCTION DATED 7/30/2012)
BACKFILLING. CONTRACTOR IS RESPONSIBLE FOR INSTALLING INSULATION OVER THE TOP OF THE FORCEMAIN FROM
5. PRE-TREATMENT DESIGN FLOW = (2)(DRAIN FIELD DESIGN FLOW) = (2)(200) _
THE SEPTITECH SYSTEM TO THE DISPOSAL FIELD WHEN SHOWN ON APPROVED PLANS.
400 GPD
• ELECTRICAL: ALL ELECTRICAL WORK IS THE RESPONSIBILITY OF THE CONTRACTOR'S LICENSED ELECTRICIAN AND IS
6. SEPTIC TANK SIZE = (1.17)(Q)+500 = (1.17)(853)+500 = 1,498 GALLONS 1,500
NOT PROVIDED BY SEPTITECH. SYSTEM CONTROLLER SHOULD BE INSTALLED IN A HEATED BUILDING WHERE AN
GALLON TANK
AMBIENT TEMPERATURE RANGE OF 60 TO 90 DEGREES F IS MAINTAINED. IF THE CONTROL PANEL MUST BE LOCATED
7. PRE-TREATMENT TANK SIZE = 1,060 GALLON TANK
OUTSIDE, PLEASE NOTIFY SEPTITECH, INC. SO A HEATER MAY BE INSTALLED WITHIN THE ENCLOSURE
8. PUMP TANK SIZE = 2/3(SEPTIC TANK SIZE) = 1,000 GALLON TANK
• SEPTITECH PROCESSORS CAN ALSO BE BUILT TO 3-PHASE POWER REQUIREMENTS. IF 3-PHASE IS REQUIRED,
PLEASE SPECIFY TYPE OF 3-PHASE POWER (208V / 230V) AND NOTIFY SEPTITECH AT THE TIME OF PLACING ORDER.
• INTERNET OR PHONE CONNECTION: OWNER IS RESPONSIBLE FOR INSTALLING A DEDICATED ANALOG PHONE LINE OR
AN INTERNET LINE TO THE PROCESSOR CONTROL PANEL FOR REMOTE ACCESS BY SEPTITECH. SEPTITECH PREFERS
THE INTERNET CONNECTION BECAUSE IT IS FASTER AND LESS EXPENSIVE IN TERMS OF ELECTRICAL COMPONENTS.
THE TYPE OF REMOTE ACCESS NEEDS TO BE CONFIRMED AT TIME OF PLACING ORDER. EITHER LINE MUST BE
INSTALLED AND WORKING IN ORDER TO HAVE ANY WORK PERFORMED UNDER WARRANTY. ANY WORK PERFORMED
ON THE SYSTEM WITHOUT THE INSTALLATION OF THE INTERNET OR PHONE LINE CONNECTION SHALL BE AT THE
EXPENSE OF THE OWNER.
• FLOAT ELEVATION SHOWN ON PLANS ARE APPROXIMATE. THE SEPTITECH PROCESSOR HIGH AND LOW WATER
ELEVATIONS ARE A FUNCTION OF THE TANK WORKING VOLUME AND SUCH FINAL ELEVATION OF FLOATS WILL BE
DETERMINED BY SEPTITECH DURING START-UP SERVICES.
• TANK FABRICATION OF THE SEPTITECH PROCESSOR TANK NEEDS TO BE SUBMITTED TO AND APPROVED BY
SEPTITECH PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE. CONTACT SEPTITECH ENGINEERING AT
207-333-6940.
55
TOP OF TANK ELEV - 520.68
INV. IN - 519.59
54
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— — PROPERTY LINE
— — — —100 — — — — EXISTING CONTOURS
�o PROPOSED CONTOURS
P OVERHEAD ELECTRIC
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
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IRRIGATION LINE
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LEGEND
- - PROPERTY LINE
- - - -100 - - - - EXISTING CONTOURS
^0� PROPOSED CONTOURS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING
WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL
REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE
START OF CONSTRUCTION.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED.
CONTRACTOR SHALL PAY ALL COSTS ASSOCIATED WITH RELOCATION.
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES
WITHIN THE CITY AND STATE ROW AND WITHIN THE PROPERTY BOUNDARIES
WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS
AND SHALL BE INSPECTED FOR COMPLIANCE BY STATE INSPECTORS AT
THEIR DISCRETION.
7. IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING BETWEEN
TENANT PARCEL AND ADJACENT PARCEL, THEN LESSOR SHALL CONSTRUCT
A PRIVACY FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE CRITERIA
SET PLANS AND ANY APPLICABLE GOVERNMENTAL REQUIREMENTS.
FORMULA FOR CALCULATING 20% SHADING OF PAVED VEHICLE ACCOMMODATION
AREAS
1. CALCULATE SQUARE FOOTAGE OF THE VEHICLE ACCOMMODATION AREA.
INCLUDE PARKING SPACES, DRIVEWAYS, LOADING AREAS, SIDEWALKS, AND
OTHER CIRCULATION AREAS. DO NOT INCLUDE BUILDING AREA AND ANY AREA
WHICH WILL REMAIN COMPLETELY UNDEVELOPED: 24,434 SQ.FT.
2. MULTIPLY X .20: 4886.8 SQ.FT.
3. AREA TO BE SHADED:
ADD:
4. AREA SHADED BY EXISTING TREES TO BE RETAINED IN AND AROUND THE
VEHICLE ACCOMMODATION AREA: " 0 SQ.FT.
5. AREA SHADED BY REQUIRED SCREENING TREES, IF ANY:' 2124 SQ.FT.
6. AREA SHADED BY REQUIRED STREET TREES, IF ANY: " 0 SQ. FT.
7. SUBTOTAL: 2124 SQ. FT.
(IF LINE [7] IS GREATER THAN LINE [3], THEN THE SHADING REQUIREMENT HAS
BEEN MET. IF NOT, GO ON TO LINE [81.)
8. ENTER THE DIFFERENCE BETWEEN LINE [7] AND LINE [3]: 4886-2124 = 2762 SQ.FT.
9. DIVIDE LINE [8] BY 354 (CREDITED FOR HAVING HALF A CROWN OVER THE
VEHICLE ACCOMMODATION AREA): 8
10. TOTAL NUMBER OF SHADE TREES REQUIRED WITHIN THE VEHICLE
ACCOMMODATION AREA: 8 REQUIRED (9 PROVIDED)
LANDSCAPE PLANTING LEGEND
SYMBOL
LABEL
OTY.
SCIENTIFIC NAME
COMMON NAME
SIZE AT PLANTING
TYPE OF PLANT
STY
9
Plantus Occidentalis
AMERICAN SYCAMORE
2.5" CALIPER/8' HEIGHT/B&B
TREE
WB
80
Berbeds julianae
WINTERGREEN
3 GAL]T HEIGHT
SHRUB
BARBERRY
KD
3
Comus kousa
KOUSA DOGWOOD
2" CALIPER/5' HEIGHTS&B
TREE
RB
6
Betula nigra
RIVER BIRCH
2.5" CALIPER/8' HEIGHT/B&B
TREE
YH
30
Ilex vomitoda
YAUPON HOLLY
3 GAL.
SHRUB
WO
12
Quercus phellos
WILLOW OAK
2.5" CALIPER/8' HEIGHT/B&B
TREE
r
SOD LAWN
SEEDED LAWN
I ,
W
MAINTAIN BY PRUNING TO MAX HEIGHT OR 15' (ANY TREE IN DUKE ENERGY R.O.W.)
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;DATE:
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HEAVY-DUTY ASPHALT PAVING
1"ASPHALT SURFACE COAT
r 2.5" ASPHALT BINDER
8" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
COMPACTED SUB -GRADE (PER SPECS.)
PRIME COAT
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAPPED PARKING SIGN
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"
CADIUM PLATED NUTS, BOLTS, & WASHERS1�1
STANDARD ALUM. MAXIMUM PENALTY
—--------_..
SIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"
RESERVED
CADIUM PLATED NUTS, BOLTS, & WASHERS.
PARKING
(IF REQUIRED)
2"x2"x188'STL. TUBE EXTEND INTO CONC.FILLED
PIPE 2'. PROVIDE WELDED WATER -TIGHT CAP PAINT P&L #6118"BLACK COFFEE"PAINT
PIPE BASE YELLOW8"
STD.STL. PIPE FILLED WITH CONCRET
PAVEMENT
1.5'
#6 BARS 14" LONG THRU PIPE EACH WAY
j--'-
MAXIALMUM
i
NAL
PENLY
2"
12"
SIDEWALK/CURB SECTION
ALL SIDEWALKS TO HAVE
3000 PSI CONCRETE WITH
SEALED ISOLATION JOINTS
W2.9 X W2.9 W.W.F. OR
#TS AT 18"
SIDEWALKS TO HAVE
BROOM FINISH
1/2"ROUND
ASPHALT PAVING
2% SLOPE
SEE DETAIL
Z
�I
187URNDOWN
4" WASHED STONE
#4 BAR CONT.
STANDARD ASPHALT PAVING
2" ASPHALT SURFACE COAT
6" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
COMPACTED SUB -GRADE
CONTRACTOR TO APPLY SEALER
PRIME COAT COAT PER SPECS AND STRIPE
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAP RAMP
COLORED TOOLEDISERRATED SLIP
RESISTANT SURFACING AND/OR TACTILE
WARNING DEVICE AS REQUIRED BY
AMERICANS WITH DISABILITIES ACT
ACCESSIBILITY GUIDELINES AND CODE
REQUIREMENTS
At
ACCESSIBLE] ! I
SHOPPING CART 7 SLC
RAMP TO BE I 1:12
CENTERED /SIDEWALK III
ABOUTTHE RF
FRONT DOOR.
4' MIN. H 6'1
DIL&iu1
1:10 MAX. SLOPE — BOLLARD WITH
PAINTED YELLOW ACCESSIBLE
PARKING SIGN,
NOTE: AS REQUIRED.
ALL ACCESSIBLE RAMPS AND ACCESS AISLES SHALL MEET ALL
CODES AND ADAAG REGULATIONS.
/-1:10 MAX. SLOPE
PAINTED YELLOW
BOLLARD WITH ACCESSIBLE
T�PARKING SIGN, AS REQUIRED.
I
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
0o
4" STRIPES @ O.C.
AT 45 DEGREES. PAINT
COLOR TO BE PER THE
`
AUTHORITY HAVING
JURISDICTION.
^
STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT
COLOR TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
— 30:L ,C
4" PARKING SPACE
PAINTS-' ELLOW
STRIPE. PAINT COLOR
TO BE PER THE
AUTHORITY HAVING
JURISDICTION.
ASPHALT TERMINATION
VAN ACCESSIBLE PARKING SIGN
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE" PARKING SPACES
STANDARD ALUM. HANDICAPPED PARKING
SIGN R7-8 BOLT TO STEEL TUBE WITH 3/8"
CADIUM PLATED NUTS, BOLTS, & WASHERS.
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-8D BOLT TO STEEL TUBE WITH 3/8"
CADIUM PLATED NUTS, BOLTS, & WASHERS.
(IF REQUIRED)
2"x2"x188'STL. TUBE EXTEND INTO CONC,
FILLED PIPE 2'. PROVIDE WELDED WATER-
TIGHT CAP PAINT P&L #6118 "BLACK COFFEE"
PAINT PIPE BASE OSHA YELLOW
4" DIA. STL. PIPE FILLED WITH CONCRETE
PAVEMENT
1.5' CONC. BASE
#6 BARS 14" LONG THRU PIPE EACH WAY
2"
AA V ISLE
RESERVED
PARKING
m
ONE SIGN PER HANDICAP
PARKING SPACE/ WHERE 2
SPACES FACE EACH OTHER, ONE
POST SHALL BE USED WITH
SIGNAGE ON EACH SIDE.
CONCRETE WHEEL STOP 6
D1
4" PAINTED LINES
18" 6' LONG CONC. WHEEL STOP
ANCHORED WITH (2) #4 BARS
co
6" #4 BAR
DUMPSTER PAD SECTION 9
D1
4500 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F.
ASPHALT PAVING
SEED TAIL
-X— XE D
t .
-I 11=1 I I-
4" SABC —IIIIII (2) #4 CONT.
COMPACTED SUB -GRADE
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i

BOLLARD
6"
% Tx
ROUND CONC. TOP OF
PIPE SMOOTH
60 GA. STEEL BOLLARD
FILLED SOLID WITH 3000 PSI CONCRETE
PAINT OSHA YELLOW
i- FINISH GRADE/PAVING
CONCRETE FOOTING
3000 PSI MIN.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE
GENERAL NOTES:
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL
ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC STREETS OR EXISTING PAVEMENT. THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHOULD BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN,
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A
THROUGHFARE.
7. PLEASE REFER TO NCESCPDM SECTION #6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL
CONSTRUCTION ENTRANCES/EXITS.
6" MIN
EXISTING GROUN
50' MIN
PUBLIC STREET
SOIL STABILIZATION FABRIC
UNDER 2-3" COARSE AGGREGATE
STANDARD PIPE OUTLET TO WELL-DEFINED
CHANNEL
GENERAL NOTES:
1. LA= THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN
6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
LA
1�1-%I ABRIC
SECTION 'A -A'
DETAIL REMOVED
SILT FENCE 5
WIRE FENCING
STEEL POST D2
WIRE FENCING
FILTER FABRIC
WOVEN FILTER FAB
#5 WASHED STONE
30" MIN
Q
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m 5
N J
FLOW ����,a E
"
8" MIN
4" MIN
GENERAL NOTES:
MAINTEFANCE NOTES:
1.
WIRE FENCING SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
LINE WIRES WITH 12" STAY SPACING.
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
MORE THAN 30 DAYS.
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
3.
STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL
TYPE.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO
4.
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
12" STAY SPACING.
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
5.
TURN SILT FENCE UP SLOPE AT ENDS.
6.
WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH
7.
WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS
SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE
8.
DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND
9.
SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
SEEDED.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
%
DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR
OTHER AREAS OF CONCENTRATED FLOW.
11.
PLEASE REFER TO NCESCPDM SECTION #6.62 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING SILT FENCES.
■ll■III■■■■■■■■■■■■■■■■■■■■■I■■■
`■■■III■■■■■■■■■■■■■■■■■■■■■1■■■
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TEMPORARY DIVERSION
2' MIN
GENERAL NOTES:
PLEASE REFER TO NCESCPDM SE6TION #6.20
FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING TEMPORARY DIVERSIONS.
3000 PSI CONCRETE APRON
WITH 6X610/10 WWF
(COLOR DARK GRAY)
F.:IJ:1•iK�7Ji
4" WASHED STONE
(COMPACTED)
DROP INLET
TEMPORARY DIVERSION
2' MIN
GENERAL NOTES:
PLEASE REFER TO NCESCPDM SE6TION #6.20
FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING TEMPORARY DIVERSIONS.
3000 PSI CONCRETE APRON
WITH 6X610/10 WWF
(COLOR DARK GRAY)
F.:IJ:1•iK�7Ji
4" WASHED STONE
(COMPACTED)
DROP INLET
GRATE AND FRAME
STYP.
USF 4139-6002
SLOPE °/"
UNLESS SPECIFIED OTHERWISE
STEPS REQ'D FOR
BOXES > 4' DEEP
X
,o
GRATE
FOOTING BEYOND
:.�.
AST BOX
WING
CRETE I I oo
Ly..lr-�It�.
CONCRETEAPRON I I NOTE: PIPE ALIGNMENTS
AROUN-111-1 SHOWN ARE EXAMPLES
ROCK DOUGHNUT INLET PROTECTION
1 5' CROSS-SECTION 3.75'
VIEW
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.54
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING ROCK
DOUGHNUT INLET PROTECTION.
CLASS B RIPRAP
FLOW
ROCK PIPE INLET PROTECTION
o�
RIPRAP
WASHED STONE
PLAN VIEW
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DATE:
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PROJECT NUMBER: U
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DATE:
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PROJECT NUMBER: U
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DRAWN BY: � W
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I

S
BAFFLES -
PLAN VIEW
INFLOW
AVERAGE. AREA* \
WIDTH LENGTH
*AREA OF BASIN WATER
SURFACE AT TOP OF
PRIMARY SPILLWAY
KIMMER SEDIMENT BASIN
2f
z
LU
Y
Z
m
LU
LU
SKIMMER
DEWATEF
DEVICE
VFREEBOARD
BAFFLES 6" MIN. INVERT ELEV. OF
INFLOW EMERGENCY SPILLWAY
2' DEWATERING
r ZONE
FILTER FABRIC .- �..�..11 11 -. n.-,
1' SEDIMENT MASONRY BLOCK TO
STORAGE ZONE PREVENT SUBMERSION
CROSS-SECTION VIEW
DETAIL REMOVED
GENERAL NOTES:
1. REFER TO NCESCPDM SECTION #6.64
FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING
SKIMMER SEDIMENT BASINS.
2. REFER TO STD. #30.19 FOR BAFFLE
SPACING AND INSTALLATION.
EMERGENCY
SPILLWAY
EMBANKMENT
EMERGENCY
SPILLWAY
N-12 HDPE STORM TRENCH INSTALLATION
RECOMMENDED MINIMUM TRENCH WIDTHS
T
FINAL
BACKFILL ?
O
Ew
��
CIE
INITIAL
SPRINGLINE BACKFILL
HAUNCH
4" FOR 12*-24" PIPE
6" FOR 30"-60"PIPE -., BEDDING
MIN. TRENCHWIDTH SUITABLE
NOTES: (SEE TABLE) FOUNDATION
1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE
FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4'-24" (100mm-600mm); 6" (150mm)
FOR 30"-60" )
750mm-900mm .
c
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO
PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE
AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT.
PIPE DIAM.
WIN. TRENCH WIDTH
4"
21"
6'
23"
B"
26'
10'
28'
12'
30'
15,
34'
18"
39'
24'
48"
30.
561,
36"
64"
42'
72'
49'
80"
54"
88"
60"
96"
MINIMUM RECOMMENDED COVER BASED ON
VECHICLE LOADING CONDITIONS
SURFACE LIVE LOADING CONDITION
PIPE DIAM.
H-25
HEAVY CONSTRUCTION
(75T AXLE LOAD)'
12'-48'
12"
48'
54"-60"
24'
60"
VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
COOPER
PIPE DIAM.
E-eo"
UP TO 24"
24'
30'd6'
36"
42'-60"
48'
COVER IS MEASURED FROM TOP OF PIFE TO BOTTOM
OF RAILWAY TIE.
" E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
INLET
SECTION VIEW AT OPENING
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE #57 STONE
STEEL FENCE POST
WIRE FENCING -
HARDWARE CLOTH
#57 STONE __�
16" MIN. i
BURY WIRE FENCE AND HARWARE CLOTH
BAFFLE
GENERAL NOTES
AND SIDES
AY,
CE.
IN LENGTH).
:S.
THE TOP OF
\FTER EACH
ADDITIONAL
CROSS SECTION
DETAIL REMOVED
SILT FENCE STONE OUTLETS
4' MIN.
FRONT VIEW
16" MIN.
13" FILTER FABRIC
II ON GROUND
II
BURY 6" OF UPPER EDGE OF
u FILTER FABRIC IN TRENCH
SECTION VIEW
SILT FENCE
BURY WIRE FENCE,
FILTER FABRIC, AND HARDWARE
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
GENERALNOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE #57 STONE AS NEEDED TO ENSURE DEWATERING.
FENCING SHALL
3. WIRE FE L BE A MINIMUM OF 32 IN WIDTH AND SHALL
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
SKIMMER 3
D3
ARM ASSEMBLY
"C"ENCLOSURE
WATER ENTRY
u UNIT
PERSPECTIVE VIEW
PVC END PVC VENT SCHEDULE 40
CAP PVC ELBOW PIPE -)qPVC PIPE
WATER SURFACE
PVC END (PERMANENT POOL)
CAP
PVC PIPE ORIFICE
1/2" HOLES IN SCHEDULE 40 PLATE
PVC TEE UNDERSIDE PVC PIPE PVC TEE
FLEXIBLE
HOSE 9
BOTTOM SURFACE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
E & SC TEMPORARY SEEDING SCHEDULE
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15-MAY 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15-AUGUST 15)
SOIL PREPARATION:
SPECIES RATE (LB/ACRE)
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
GERMAN MILLET 40
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
OR
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
TALL FESCUE 50
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
FALL (AUGUST 15-DECEMBER 15)
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
SPECIES RATE (LB/ACRE)
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
RYE GRAIN 120
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SOIL AMENDMENTS
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE TO 1000 LB/ACRE IN THE FALL.
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MULCH
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING. OR A MULCH
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
MULCH ANCHORING TOOL.
MAINTENANCE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
E & SC PERMANENT SEEDING SCHEDULE
* DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
MAINTENANCE
KENTUCKY BLUEGRASS 100
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO
TALL FESCUE 20
MORE THAN ONCE PER YEAR. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS
REDTOP 10
IMMEDIATELY.
SERICEA LESPEDEZA 5
KOREAN LESPEDEZA 5
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
SEEDING NOTE
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
1. AFTER AUGUST 15. USE UNSCARIFIED SERICEA LESPEDEZA SEED.
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
2. WHERE APPEARANCE IS A CONSIDERATION, OMIT SERCIA LESPEDEZA AND
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
INCREASE KOREAN LESPEDEZA TO 40 LBIACkE.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
NURSE PLANTS
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
BETWEEN MAY 1 AND AUGUST 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE TALL
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
FESCUS, PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE GRAIN. IT MAY BE
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZA
IN MARCH.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
SEEDING DATES BEST POSSIBLE
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
BELOW 2500 FT: AUG 15-SEP 1 JULY 25-SEP 15
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
MAR 1 -APR 1 MAR 1- MAY 10
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
ABOVE 2500 FT: JULY 25- AUG 15 JULY 15-AUG 30
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
MAR 20 - APR 20 MAR 5-MAY 15
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
AND EAST FACING SLOPES.
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASECONSTRUCT A "TREE WELL.'
'
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
MULCH
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING.
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES.
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
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DATE:
02/26/2014
PROJECT NUMBER: U
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DRAWN BY: W
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APPROVED BY: Q
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- - - - - -

STEP 1 - SITE PREPARATION
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F
FIGURE E
FIGURE C
FIGURE F
FIGURE I
*SLOPE INSTALLATION - APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'
*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8' WIDTH) REQUIRED - WIDE BLANKET SHOWN
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN
FIGURE E
FIGURE A - BED INSTALLATION I- 8" �I i 4" --, FIGURE H - SLOPE INSTALLATION
FLOW
�0N
BLANKET 2
3„
3
BLANKET 1
BLANKET 2
BLANKET 3
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77
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GROUND
GROUND
€ - "
SURFACE
SURFACE
FIGURE
B -
PROFILE
VIEW
FIGURE
C - CROSS SECTION
VIEW
FIGURE F- PROFILE VIEW
CREST OF CREST OF
SLOPE SLOPE
OF SLOPE
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
X- DENOTES STAPLE
LOCATION
FIGURE D -PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
1„-X 1„-x-1„ X-1" x-1" X-1"-x-1.. x-1"�
4„
FIGURE E- PLAN
VIEW
1
CRITICAL POINT
/1 CRITICAL POINT
TERMIk1L END
GROUND \ GROUND
SURFACE .t SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
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MANHOLE FRAME&
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LIMIT OF EXCAVATION ZONE SUPPLY PIPE MUST BE SLEEVED
BMP t STEEL CONCRETE SCREW
BYPASS (ONE PER CORNER) 2/26/2014 SCH 80 UNION FOR PUMPISEP`IC TANK FROM PUMP TANK TO UNDISTURBED
15"HDPE I STRUCTURE Oa-
INV. IN=518.50 c_ ... v' r' . • FRAME &COVER WEIR PLATE SEALED TO FLOAT BAR EARTH WITH 4" SCH 40 PVC AS SHOWN.
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I HYDRAULIC CEMENT BOTH ENDS OF 4" PIPE SHOULD BE
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ALL CONCRETE SHALL BE 3600 PSI.
I
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ALL JOINTSARE TO BE SEALED WATERTIGHT.
ENABLE W
NO WEEP HOLE IN PUMP DISCHARGE.
3.
WEIR S TO BE POURED -IN -PLACE CONCRETE.
4"
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4.
REFER TO NCDOT STANDARD DRAWINGS FOR BOX
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w
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v,
WEIR ELEV. = 517.00
ORIFICE
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WEIR ELEV.=517.00
INVERT
WEIR LENGTH =3
AMERICAN MANUFACTURING CO.
22011 Greenhouse =aeo, Elkwoo0, V8. 22713 540-825-72M
CURB INLET
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DATE:
02126/2014 �
PROJECT NUMBER: U
0700172013 Z
DRAWN BY: W
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(� (7OPYR!OH? 2014 PY °!.UE RIDGE ENVIRONMENTAL CONSULTANTS, P A, A[! FIGHTS RFgEPVFD THIS PIAN n7AY 4QT RF RE- E., SpL,) I 1gN1-J (1 N I . . P -- -11 ' 3' I AL WNSUL I AN 16, N.A. IJ YKVFiItlI I tU ANJ i. A I lt,f

SEPTIC TOP FEED MANIFOLDS
AMERICAN MFG. COMPANY
TWO -FILTER -15 GPM
HYDRAULIC UNIT
Normally Open
Supply Valves
Flowmeter
Backflush Valves
11/2' Supply From
Disc Filters
Normally Closed
Field Flush Valve
11/2" Return To
Septic Tank
1" Normally Closed
Zone Valves
NOTE:
IN THE EVENT THE DRIP ZONES ARE A DISCERNIBLE
VERTICAL ELEVATION ABOVE THE HYDRAULIC UNIT,
INSTALL A "RETURN PRESSURE ASSEMBLY." THE
ASSEMBLY IS TO BE USED TO PREVENT THE RETURN
LINE FROM DRAINING AFTER OR DURING A DOSE.
REMOVE THE ZONE RETURN CONNECTION AND
REINSTALL A SHORT 1" NIPPLE IN THE RETURN VALVE.
INSTALL ASSEMBLY AS SHOWN ABOVE. THE HYDRAULIC
TUBING PROVIDING PRESSURE FOR THE REST OF THE
UNIT MUST BE PLUGGED AND THE NEW TUBING FROM
THE ASSEMBLY CONNECTED TO THE PRESSURE SIDE OF
THE SILENOID.
i
To Return Pressure
Assembly
RETURN PRESSURE ASSEMBLY (RPA)
FINGER SCREEN
wl6mm 90° ELL.
RPA CONNECT
12" HYDRAULIC
TUBING
��- 6mm90° ELL.
PRESSURE
RELIEF
DRIPFIELD
COMMON RETURN
PRESSURE
SEPTIC PUMP "COOL GUIDE"
1 112' SCH 40
- COUPLING
ADAPTER
COOLING CULLER
1-17 SCH 40
COUPLING
uG BUT TO RISER
NN CUT n EXTEND INTO RISER
SON M PVC EXTENSION INLETS
PROVIDED BY OTHERS /
O60
000o o DD
SDR 35 PVC O
FLAT CAP 1 A.
000 0
See 35 WC COURNG
PROVIDED BY OTHERS
Patent Nit
-4111111iff
FLOW COLLAR (COOL GUIDE) -SPECIFICATION
THE LAMINAR FLOW COLLAR SHALL BE MADE OF NON -CORROSIVE, GLUEABLE
PVC AND HAVE SUFFICIENT HOLES IN THE OUTER GUIDE TUBE TO ASSURE
LAMINAR FLOW FOR THE RATED CAPACITY. THE INNER FLOW COLLAR SHALL
EXTEND NEAR THE BOTTOM TO PROVIDE SUFFICIENT COOLING FLOW FOR THE
MOTOR. THE DIMENSION BETWEEN THE INNER COLLAR AND THE PUMP MOTOR
SHALL NOT RESTRICT FLOW TO THE PUMP INTAKE, BUT WILL PROVIDE FOR
SCOURING OF SURFACES. THE LAMINAR FLOW COLLAR SHALL BE A "COOL
GUIDE" AS MANUFACTURED BY AMERICAN MANUFACTURING COMPANY, INC.
PATENT # 6,262,689.
"COOL GUIDE" - INSTALLATION INSTRUCTIONS
1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6' DOWN FROM THE TOP
OF THE RISER. CUT THE EXTENSION PIPE (BY OTHERS) TO THE LENGTH NECESSARY TO
REACH THIS HEIGHT. CUT 12 OF THE PIPE DOWN 12" TO 18" AWAY FROM THE TOP OF
THE PIPE FOR PUMP DISCHARGE PIPE.
2. GLUE THE EXTENSION COUPLING (BY OTHERS) TO THE EXTENSION PIPE AND TO THE
COOL GUIDE.
3. FOR REPAIRS: GLUE ON THE COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY
IN THE THE TANK, ATTACH THE EXTENSION TO THE RISER, WITH THE ANCHORS As
SHOWN.
4. FOR NEW CONSTRUCTION: ANCHOR THE FLAT CAP TO THE BOTTOM OF THE TANK IN THE
PROPER LOCATION TO HOLD COOL GUIDE AND EXTENSION. THE CAP MAY OR MAY NOT BE
GLUED TO THE DEVICE. ATTACH THE EXTENSION TO THE RISER WITH THE ANCHORS AS
SHOWN.
5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS AND THREAD THEM INTO
PUMP DISCHARGE.
6. ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREW PROVIDED.
7. GLUE PIPE INTO FLOW COLLAR AND WITH PUMP ATTACHED, LOWER INTO THE GUIDE
TUBE.
8. ATTACH TO DISCHARGE PIPE, VALVES, AND CONNECT ELECTRICAL AS SPECIFIED.
Installation
Depth
Supply line beptl
is below most ION
SEPTIC TOP FEED MANIFOLDS
BELOW FROST LINE
USE ON ALL SITES WITH A DISCERNIBLE SLOPE
TO CONTROL DRAIN DOWN FROM UPPER LATERALS
Patent No. 5,984,574B
BURIED DRIP LOOP CONNECTION 4
D5
1/2" FLEX
n
R
DRIPPER LINE ,
AMERICAN MANUFACTURING CO.
22011 Greenhouse Road Elkwwd, Va. 22718 540-825-7234
DRIP SYSTEM CONTROL PANEL
FOR UsE 1NTr PANELS:
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BL011FN N1114 PANEL IM111
O O O O O O O THE
'akx LNDT YUSF l7EroC>XWEC/ED
M PARALLEL TO TIRE OLD RELAY
FOR THE DW LOOKOUT TO FUNCTION.
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Simplex 2 Zone PERC-RITE Drip System
INSiALLBTION GUEE PON 'DP" SERIES DRIP SYSTEM
PUMP SYSTEM NOTES
SITE CLEARING GUIDELINES
General guidelines for preparing/clearing a site for installation of an American Mfg. "Pert -Rite@" Drip System:
GENERAL REQUIREMENTS:
The preservation of the original structure of the soil in the absorption area is essential to maintaining the percolative capacity of the
soil. No activity other than the construction of the system is permitted within the absorption area. On sites where a majority of the
vegetation needs to be removed, care must be taken to minimize the impact on the soils natural permeability. There shall be no
cutting, filling, or storage of material on or within 20' of the adsorption area. Site clearing and preparation shall be performed by the
installation contractor for the wastewater dispersal system.
The absorption system is not to be constructed during periods of wet weather when the soil is sufficiently wet at the depth of
installation to exceed its plastic limit. The plastic limit is exceeded when the soil can be rolled between the palms of the hands to
produce threads 1/8 inch in diameter without breaking and crumbling.
After installation of the dispersal system, or if after clearing installation is not to be performed for 60 days, seed the area liberally with
native grasses. The standard Department Of Transportation specification is acceptable consisting of perennial rye and fescue. At all
times protect the installation area from erosion. Local codes shall apply for best management practices to control runoff.
SHALLOW INSTALLATIONS (surface to 8"):
Clearing and removal should be by hand with minimal machine assistance and under optimum soil moisture conditions. Track
machines are preferred to those with rubber tires and should only be used around edges of installation. Soil moisture conditions need
to be confirmed prior to beginning clearing and system installation by the soil scientist of record.
MID RANGE INSTALLATIONS (12" TO 24"):
All trees and brush, as necessary, should be "pulled out" (grubbed out) or cut flush with the ground surface. Stumps may be ground
to two inches below the installation depth and the hole backfilled with sandy material to 6" above installation depth and the remainder
with natural soil. When the soil is disturbed at the installation depth by pulling a stump, backfill the hole with sandy material to 6"
above installation depth and the remainder with natural soil. Digging and pushing over trees may be more detrimental to the soils
infiltrative characteristics. Track machines are preferred to those with rubber tires and should only be used during optimal soil
moisture conditions. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil
scientist of record.
DEEP INSTALLATIONS ( 30" and deeper):
All trees and brush, as necessary, should be removed. When the soil is disturbed at the installation depth, backfill the hole with sandy
material to 6" above installation depth and the remainder with natural soil. Stumps may be ground to two inches below the
installation depth and the hole backfilled with sandy material to 6" above installation depth and the remainder with natural soil.
Digging and pushing over trees may be more detrimental to the soils infiltrative characteristics than "pulling" and are not
recommended. Track machines are preferred to those with rubber tires and should only be used during optimal soil moisture
conditions. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil scientist of
record.
LARGE SCALE INSTALLATION TESTING:
Larger systems typically do not have water available for zone installation testing on a timely manner. It is desirable to water test an
installed zone while the supply and return manifold header ditches are exposed to better inspect for leaks. In order to facilitate site
and equipment protection and erosion control, the installation contractor shall provide sufficient water and the means to deliver and
monitor the water to both flush and leak test each zone or subzone prior to backfill. The flushing volume shall be five times the
volume of the piping network being flushed. The flushing velocity shall be in excess of 2-1/2 feet per second. The leak testing
volume shall be at least 3 times the volume of the pipe. The leak test shall continue until steady state flow is achieved and the flow
rate is within 6% of the design flow rate or as approved by the manufacturer or engineer. After successful testing and inspection
the supply and return pipe connection points shall be sealed and protected from dirt and debris from entering prior to
final connection.
COLD WEATHER INSTALLATION NOTES
Minimum construction techniques for all American "Pert -Rite" Drip systems in cold weather climates:
"Top feed" manifolds should be used on all sites with a discernible slope to allow for proper drainage of the manifolds and the 3/4"
and 1/2" lateral connectors into the drip tubing.
The main supply and return lines shall be installed below the frost line and shall feed the shallow "top feed" manifolds with a single
vertical section of insulated sch 40 PVC pipe. Insulation shall be minimum 1/2" thick foam insulation (or equivalent).
On flat sites where "top feed" manifolds will not drain therefore requiring the use of side feed manifolds, 12" cover is recommended
between highest point of 1/2" black flexible PVC pipe (non loop connections) and final grade. On drip tubing installations less than 12"
this would require additional cover over the header ditch area to create the 12" separation. Any additional cover is it to be graded
and tapered into landscape. Please see note on loop connections below.
Dense vegetation turf cover to be established over supply trench, return trench and tubing prior to 1st exposure to cold weather. If
vegetation cannot be established, then trenches and tubing to be covered with a thick layer (minimum 6") of mulch, straw/hay, etc.
until such turf cover is established. Cover must be stabilized and maintained until dense vegetative turf is established. Amount of
cover may need to be adjusted to account for settling.
All valve boxes that house "remote zone valves" shall be insulated by contractor. Insulation to consist of either blue board, bagged
Styrofoam peanuts or equivalent. If fiberglass insulation is used it must be sealed to prevent it from becoming saturated. The
"remote valves" shall be placed on a bed of gravel or screenings (4"-6"). Positive grade away from valve boxes is encouraged to
reduce the volume of groundwater that may collect in valve box. Certain sites may require positive drains to daylight.
All loops connecting drip runs with 1/2" flexible PVC shall be slightly elevated (minimum 1"-2") so that they drain into the drip tubing
after the pump shuts off. It is contractors responsibility to ensure these loops stay elevated during and after the loops are backfilled.
All main supply and return trenches to be installed below the local frost line. If this is not possible due to site restrictions then
adequate soil must be added over the top of the trenches so that the effective depth remains below the frost line after settling occurs.
The added soils must be prepared for turf cover and stabilized. If vegetation cannot be established then trenches are to be covered
with an additional layer (minimum 6") of mulch, straw/hay, etc. until such turf cover is established.
Sufficient ground cover around the hydraulic unit is required to insulate the unit. All pipes entering and leaving the hydraulic unit shall
elbow vertically down 90 degrees to a depth below the frost line prior to extending away from the unit horizontally. Additional
insulation inside the hydraulic unit is encouraged. Insulation to consist of either blue board, bagged Styrofoam peanuts or equivalent.
If fiberglass insulation is used it must be sealed to prevent it from becoming saturated.
All conduit entering into the control panel shall be sealed to prevent condensation inside the panel.
Established vegetation height shall be minimum 4"-6" throughout winter months.
Air release valves shall be placed below the ground surface inside a valve box but at an elevation above the highest drip line in that
particular zone.
General Construction Notes
American Manufacturing ''Pert -Rite@" Drip
1. All installation and construction techniques shall conform to state and county codes pertaining to on site sewage systems and the
permit for this site.
2. The installation of this system shall be in accordance with specifications and procedures as supplied by the Manufacturer of the
equipment.
3. The drip tubing shall be installed using a vibratory plow, trencher, or by hand.
4. All tubing to be installed along contour.
5. All PVC pipe and fittings shall be PVC SCH 40 Type 1 rated for pressure applications. All glued joints shall be cleaned and primed
with purple (dyed) PVC primer prior to being glued.
6. All cutting of PVC pipe, flexible PVC and dripper tubing of size 1 1/2" or smaller shall be accomplished with pipe cutters approved by
American Manufacturing Company, Inc. No sawing of PVC, flexible PVC or dripper tubing of size 1 1/2" or smaller allowed.
7. All PVC pipe, Flexible PVC and dripper tubing in the work area shall have the ends covered with duct tape to prevent construction
debris from entering the pipe. Prior to gluing, all joints shall be inspected for and cleared of any construction debris.
8. All automatic valves (zone valves & field flush return valves) shall be installed with isolation valves, bypass valves, and disconnects
(i.e. unions, Flanges) for manual field operation during field maintenance events. All valves must be provided with at -grade access.
9. Drain field supply and return lines and manifolds to be installed at adequate depth to prevent freezing. Horizontal spacing between
the dripper lines and the installation depth to be as specified.
10. No activity on drain field area other than minimum required to install system. Do not park equipment, drive large
equipment over or store materials on drain field area.
11. No wet weather installation is permitted.
12. The contractor shall be certified by American Manufacturing Company, Inc. to install this type of system and shall hold a
pre -construction meeting with the individuals responsible for soil evaluation, permitting and inspections prior to site work beginning to
insure protection of the site conditions and to ensure the system is installed according to design.
13. If site conditions are determined to require the installation of the system to deviate from these plans, all work shall stop
immediately and the designer shall be notified. Any ongoing work shall be at the sole responsibility of the contractor.
14. All force mains shall be tested for leaks prior to drip tubing installation and prior to system startup. Uncovered force mains shall
be visibly inspected for leaks. If a leak is suspected in covered force mains then the force main shall be re -tested at a minimum
pressure of at least percent above the design operating pressure, for at least 30 minutes. There shall be no discernible leakage.
15. ASD15 & 25 Hydraulic units to be placed on a bed of gravel for drainage.
16. If standing groundwater is a problem a screened drain to daylight is required.
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DATE:
02/26/2014
PROJECT NUMBER: U
0700172013 Z
DRAWN BY: W
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APPROVED BY:
J.CHURCH O
SCALE: LL
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